HomeMy WebLinkAboutEVALUATION REPORT - MODIFIED BITUMENEXTERIOR RESEARCH & DESIGN, I.I.C.
QTRINITY
Certificate of Authorization #9503
Christian Street
ERD 35Oxford, CT 06478
Y (203) 262-9245
EVALUATION REPORTP( t,0 r591'& S
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box 70 FL16027-R2
Rui therford, NJ 07070 FILE COPY Date of Issuance:10/23/2012
(800) 516-1485 Revision 2. 09/25/2017
SCOPE: i�c emI C)5,17
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 6a' Edition (2017) Florida Building Code sections noted herein. SCANNED
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems BY
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted'�Un�
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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:
i
I
I
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD,
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.I.C. 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. 1 Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. 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.
I
\ I
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1.1 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 6th 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.I 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
j 1507.11.2
Physical Properties
ASTM D6222
2011
3.1 REFERENCES:
' Enti
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
ERD(TST6049)
I
ERD(TST6049)
ERD(TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
I
Examination
Reference
Date
Physical Properties
P10490.10.08-2
10/30/2008
FM 4470/4474
P13760.09.09
09/10/2009
FM 4470/4474
P13770.09.09
09/10/2009
FM 4470/4474
P30540.11.09-111
11/30/2009
FM 4470/4474
P30550.12.09
12/02/2009
Physical Properties
P33960.12.10
12/30/2010
FM 4470/4474
P33970.03.11
03/15/2011
Physical Properties
P37590.03.13-3A
03/06/2013
FM 4470/4474
P39680.03.13
03/04/2013
Physical Properties
P37590.03.13-1-111
06/26/2013
Physical Properties
P37590.03.13-2-111
07/01/2013
Physical Properties
P37590.07.13-2
07/01/2013
Physical Properties
P37590.03.13-5-R1
07/01/2013
Physical Properties
P37590.07.13-1
07/02/2013
Physical Properties
P45940.09.13
09/04/2013
Physical Properties
P44370.10.13
10/04/2013
FM 4470
2W7A7.AM
08/04/1994
FM 4470
OD3A3.AM
04/04/1997
FM 4470
2DOAO.AM
12/23/1998
FM 4470
2DSA9.AM
06/22/1999
FM 4470
3006646
01/04/2000
FM 4470
3001334
01/25/2000
FM 4470
3001334
02/15/2000
FM 4470
3000857
01/12/2000
FM 4470
3004091
01/12/2000
FM 4470
3006115
05/02/2001
FM 4470
3012321
07/29/2002
FM 4470
3014692
08/05/2003
FM 4470
3014751
08/27/2003
FM 4470
3067170
01/13/2004
FM 4470
3019317
06/30/2004
FM 4470
3020703
07/30/2004
FM 4470/4474
3018332
01/31/2006
FM 4470/4474
3023368
03/20/2006
FM 4470/4474
3024594
05/23/2006
Evaluation Report A42970.10.12-R2
CH EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 2 of 4
Enti
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI (TST5878)
PRI(TST5878)
PRI(TST5878)
PRI (TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
UL LLC (QUA9625)
UL LLC (QUA9625)
4. I PRODUCT DESCRIPTION:
Examination
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
HVHZ Compliance
Proposal for Review
Quality Control
Quality Control
Quality Control
i r
TRINITVERD
Reference
3023458
3030668
3032172
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
Various NOAs
10-0823
ML Agreement
ML Correlation, R27202
Service Confirmation, R14571
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''-Goodsfor TKOIJILT Modified Bitumen Roof Systems,
Type
Product
Spec cation
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
S
1
TnBuilt SBS Granular
ASTM D6164
G
I
TnBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
S. I 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
j Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exterior Research and Design, I.I.C.
Certiflci to of Authorization #9503
1
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112
FL16027-R2
Revision 2: 09/25/2017
Page 3 of 4
,i
°°�;7 TRINITY ERD
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
1 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 611320-3.
i
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. 1 BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. 1 MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered" for F.A.C. Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
i
Exterior. Research and Design, I.I.C.
Certlflcate ofAuthorizatlon #9503
e EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems, (900) 516-149S
Evaluation Report A42970.10.1Z-RZ
FL160Z7-RZ
Revision 2: 09/25/2017
Page 4 of 4
TRINIiY� ERD -
APPENDIXi'ATiACHMENT.REQUIREiWENTSFORWIND,UPLIFTRE51SiANCE,..
Table
Deck
Application
Type
Description
Page
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet; Bonded Insulation, Bonded Roof Cover
4
3A-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1E-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
8
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
213
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9'��`,
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
10
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet,, 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
5D
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
61)
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
76
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
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:
D Wood: Minimum 0.75-inch penetration.
Jurisdiction. —�
D Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener 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 -wool roof board that meets the QA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-112 for FL16027-112
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
- - - - -- - - - RI�II ERD-
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ HA (HA): Full coverage at 25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (O9500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: 01yBond Green may be used where 0iyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢ Note: When multiple loyers(s) of Insulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from foyer -to -layer a distance of one-holf the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these
values be used to 'increase' the MDP listings in the tables; rather if MOP 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)
➢ OMG OlyBond 500 (OB500):
MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500):
MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500):
MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500):
MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesive & Sealants CR-20:
MDP -117.5 psf (Min.1.0-inch thick)
B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation Is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
-- - - `..... TRdf�lllYl-ERD--= - --
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1 TRI-BUILT RooF CovERs
Reference
Layer
Material
Application
BP -AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM 04601, Type II
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
( SBS, Asphalt -Applied)
Cap Ply
TriBuilt SBS Granular
HA at 20 40 Ibs/square
SBS-TA
�rch Ary< liedL
Bs,`To(5FP )
Cap w
„
WBuiit
h Apli ed
SBS-SA
(SBS:'Self Adhering)
- - Base Ply
.JrIBulIt SA SBS-Base= . -
Self -Adhering
Ca PI
F. CapPly
TriBuilt SA SBS Ca p
APP-TA
(APP, Torch -Applied)
Base Ply or Ply
TriBuilt APP Smooth
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
(APP, Self -Adhering)
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The. lesser of the MDP listings below vs. those in Table 3A
VAPORBARRIER OPTIONS; STRUM11AL CONCRETE DECK; ADHERED INSULATION. PEA TABLE 3A -
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2.
ASTM D41
TriBullt SA SBS Cap
Self -Adhering
Insta-Stik,12-inch o.c.
-75.0
VB-3.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch o.c.
-157.5
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-5.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-Inch o.c.
-290.0
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-112 for FL16027-RZ
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE=59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
-- - --- # TRIi�II-iY ERD----
TABLE IA -I: WOOD DECKS— NEW CONSTRUCTION oR REROOF (TEAR=OFF)
SYSTEM TYPE A-2:. IVIECHAN�CALLY AT ACHED ANCHORSHEET, BONDED INS LATION, BONDED ROOFCOVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 0.25-inch Dens
8-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 11
three, equally
ASTM C1289,
HA
0.75-Inch FescoBoard
HA
BP -AA
BPpti�
SBS-TA,
-60.0
at max. 24
8
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polylso-
(homogeneous) or min.
APP-TA
inch spans
Base
Glass e
Glass
shank nails
staggered
cyanurate
0.5-inch Structodek
LASBas
GA#75
center rows
High Density Fiberboard
Roof Insulation
8-inch o.c. in 4-
Mih
Polyglass G2 Base,
CertainTeed Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
Min. 0.25-inch Dens
Optional)
One or
SBS-SA,
Inch plywood
plywood
M
Firestone MB Base,1M
inch diameter
tin caps with 11
Inch o.c. in
three, equal) y
Approved,
ASTM C1289,
HA
Deck, Dens Deck Prime,
HA
SBS-SA
more SBS-
APP-SA,
SBS-TA or
-60.0
Vy-2
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polylso-
SE Fiber
Fiber Roof Board
Roof
SA or
APP-TA
inch spans
Glass Base or
shank nails
staggered
cyanurate
APP-TA
GAFGLAS #75
center rows
6-Inch o.c. in 4-
Min, 2-inch
D-IS, OB500,
Min.19/32-
32 ga., 1-5/8-
Inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
SBS-AA,
inch plywood
Polyglass Elastobase
Inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
08500,
BP -AA
(Optional)
SBS-TA,
-60.0*
W-3
at max. 24-
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
or SECU ROCK 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
6.-inch o.c, in 4-
Min. 2-inch
D-IS, OB500,
(Optional)
MIn, 19/32
Polyglass Elastobase
32 ga., 1-5/8-
inch diameter
inch lap and 6-
i
incho.c' In
ACFoam II, III,
H-Shield, H-
CR-20 or M-
OSFAatop
(Optional) Additional
D-IS,
OB500,
One or
SBS-SA,
APP-SA,
W-4
inch plywood
at max. 24
or Polyglass
tin caps with 12
four, equally
Shield CG,
,
fastener
layers of base Insulation
CR-20 or
SBS SA
more SBS-
SA or
SA or
SBS-TA or
60.0*
Inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
M-OSFA
APP-TA
shank nails
staggered
or ENRGY-3
oc
center rows
Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for FL16027-112
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; (800) 516-1485 Appendix 1, Page 4 of 26
�..
FRINIIY ERD-= -- -
TABCE.IA 2 WOOD DECKS=N.EW CONSTRUCTION.REROOF (Tenn=OFF).oR RECOVER, .
:.. SYSTEM TYPE A 2 MECHANICALLY ATTACHED ANCHOR SHEET,: BONDED:INSULATION BONDER_ROOFCOVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens Deck,
Polyglass
12-inch o.c. in 4-
(Optional) FBC
Dens Deck Prime, SECUROCK
Min. 19/32-
Inch
Elastobase or
OMG Flat
Bottom Plates
Inch lap and 12-
Inch o.c. In two,
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, 585-
W-5
plywood
at max. 24-
Polyglass
(square) with
equally spaced,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
inch spans
Elastobase
Poly
Roofgrip #12
staggered center
type II polyiso-
cyanurate
(homogeneous) or min. 0.5-
inch Structodek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch o.c. in 4-
(Optional) FBC
(Optional)
Min.19/32-
Elastabase 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 II polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
inch spans
Poly
Roofgrip #12
staggered center
cyanurate
TA
rows
TABLE 16 1N.00D DECKS- NEW CONSTRUCiION; REROOF..(TEAR-OFF) OR RECOVER.
..
SYSTEMTYPE.B MECHANICALLY ATTACHED BASE INSU.1 ATIOIV, f30NDEDTOP INSULATION, BONDED ROUE COVER..:r
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
(Psf)
Min.19/32-inch
Min.1.5-Inch
DekFast Hex with
1 per
Min. 0.75-Inch FescoBoard
(homogeneous) or min. 0.5-inch
(Optional if
(Optional if using
� Base) One or
SBS-AA, SBS-TA,
W-7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast #12 orTruFast
z
1.33 ft
High Density Fiberboard
HA
using AA PI Y)
more BP -AA or
APP-TA
_60.0
spans
or Polytherm
MP-3 with TruFast DP
Roof Insulation
Roof IStructnsulation
BP -AA
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.30.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
�f-RINjTY � ERA= --
I
TABLE:IC: W00D DECKS -NEW CONSTRUCTION, REROOF QtnmOFF) oR RECOVER
SYSTEM TYPEC:; MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
Layer
(PSO
Min.19/32-inch
(Optional)
One or more layers,
Min. 0.5-inch Structodek High Density
Fiberboard Roof Insulation or min. 0.25-
Dekfast Galvalume
Hex
1 per 1.33
(Optional if
using AA Ply)
(Optional if using AA
Base) One or more BP -AA
SAS -AA, SBS-TA, APP-
-82.5
W-8
plywood at max.
any combination,
inch Dens Deck, Dens Deck Prime or
Steel with
Dekfast #12 DP
�
ft
BP -AA
or APP-TA
TA
24-Inch spans
loose laid
SECUROCK Gypsum -Fiber Roof Board
Dekfast Galvalume
Min.19/32-inch
(Optional)
One or more layers,
MIn.1.5-inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP or
1 per 1.33
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
82 5
W-9
plywood at max.
any combination,
Polytherm
TruFast MP-3 with
fe
SBS-SA or APP-TA
TA or APP-TA
24-inch spans
loose laid
TruFast DP
TABLE 1D WOOD DECKS— NEW, CONSTRUCTION, RE ROOF,(TEnR=OFF}oR RECOVER
SYSTEM,TYPE:D; PRELIMINARILY ATTACHED INSULATIOI�F,_MECHANICALLY ATTACHED, BASE`SHEET, BONDED RQOF COVER
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MOP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min.19/32-Inch
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip
12-Inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
One or more layers,
Prelim.
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
any combination
Attached
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS #75
MP-3 with TruFast HD
Min.19/32-inch
One or more layers,.
Prelim.
•
glass Elastobase or Poi lass
y yg
Dekfast Hex with Dekfast
#14 or TruFast MP-3 with
12-inch o.c. in 4-inch lap and 12-
Inch o.c. in two, equally spaced,
One or more
SBS-SA,
APP-SA,
-52.5*
W-11
plywood at max.
24-inch spans
any combination
Attached
Elastobase Poly with poly top surface
Elastobase
TruFast HD
staggered center rows
SBS-SA
SBS-TA or
APP-TA
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,
(Optional) One
or more BP -AA
SOS -AA,
SBS-TA,
-60.0
W-12
plywood at max.
24-inch spans
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
staggered center rows
or APP-TA
APP-TA
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,
-60.0*
W-13
plywood,at max.
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip #12
staggered center rows
SBS-SA
SBS-TA or
24-inch spans
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization #9503 CH 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 6 of 26
1 -
- - - - ---- -- - w:. TRlNRY-R ERD-- -
TABLE 1E-1: WOOD DECKS = NEW CONSTRUCTION oa REROOF (TEAR -OFF)
SYSTEM TYPE<E:: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
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
45.0'
W-14
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP TA
inch 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
-52.5
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP TA
Inch spans
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
Poly, Polyglass G2 Base, CertainTeed
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
more BP -AA or
SBS-AA, SBS-
60.0
W-16
plywood at max.
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
APP TA
TA, APP-TA
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
Min.19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-Inch diameter tin caps
8-Inch o.c, in 4-Inch lap and 8-Inch o.c. in three,
(Optional) One or
more SBS-SA or
more
SBS-SA, APP-
SA, SBS-TA or
-60.0
W-17
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
APP-TA
2inch spans
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
90.0
W-18
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP-TA
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 4-inch o.c. in four,
(Optional) One or
more SBS-SA or
SBS-SA, APP-
SA, SBS-TA or
-97.5
W-19
plywood at max.
Elastobase Polywith of to surface
poly P
with 11 a. annular ring shank nails.
g g
equally spaced, staggered center rows
q Y P gg
APP-TA
APP-TA
24-Inch spans
Min. 15/32-Inch
6-inch o.c. at 2-inch lap and 6-Inch o.c. in three,
(Optional) BP -AA or
SBS-AA, SBS-TA
305.0
W-20
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP 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
more BP -AA or
SBS-AA, SBS-
-112.5
W-21
plywood at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
APP-TA
TA, APP-TA
24-inch spans
Min.19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
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
SBS-SA, APP-
SA, SBS-TA or
-112.S
W-22
plywood 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 spans
ASTM D41 primer.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26
- = TR-li�ERD----
TABLE 1E-2::WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAkOFF).Olt RECOVER
SYSTEM TXPE.E: NON=INSULATED, MECHANICALLY ATTACHED.BASE SHEET; BONDED ROOF:COVER
System
Base Sheet
Roof Cover (Note
15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(psB
M1n.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 G2 Base, CertainTeed
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-52.5
24-inch spans
l Firestone Base,
or TruFast MP-3 with TruFast HD
center rows
APP TA
28, T,
AF LAS #7
Ply 28, Tamko Glass Base or GAFGLAS #75
P Base
W-2
Min.19/32-inch
plywood at max.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP -One
12-inch o.c. In 4-Inch lap and 12-inch
o.c. in two, equally spaced, staggered
or more SBS-
SBS-SA, APP-
SA, SBS-TA or
-52.5*
24-inch spans
Elastobase Poly with poly top surface
3 with TruFast HD
center rows
SA
APP-TA
W-3
Min.19/32-Inch
at max.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 44nch lap and 12-inch
o.c. in two, equally spaced, staggered
(Optional) One or
more BP -AA or
SBS-AA, 585-
-60.0
plywood
24tnch spans
Elastobase Poly
Roofgrip #12
center rows
APP-TA
TA, APP-TA
W-4
Min.19/32-Inch
plywood at max.
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*
24-inch spans
Elastobase Poly with poly top sur face
Roofgrip #12
center rows
SA
APP-TA
TABLE 1F: WOOD DECKS:— NEW.CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F:.NON-INSULATED, BONDED ROOF COVER
System
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
Deck
Primer
(pso
W-5
Min.15/32-Inch plywood
(Optional) ASTM D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
-90.0
at max. 24-inch spans
APP-TA
or APP-TA
W-6
Min.15/32-inch plywood
(Optional) ASTM D41
Plywood Joints are covered with 4-Inch wide strips of TrtBuilt SA
TriBuilt SA SBS Base
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
-97.5
1
at max. 24-inch spans
SBS Base, rolled Into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26
- --- - - - - - -- �. TR-1NjjY ERD- '
. ,
-.7777
TABLE ZA: STEEL ORSTRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF{TeaR OFF) OR RECOVER ': "
SYSTEM TYPE 6 . MECHANiCALGY ATFACHED BASE INSULATION, BONDED TOP.INSULATION,.BUNpED. ROOF:COVER'
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
(psf)
Min. 22 ga., type B,
Min.1.5-inch
Dekfast Hex with
Dekfast #14, Trufast
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-inch
(Optional if using
(Optional if using
AA Base) One or
SBS-AA, SBS-
SC-1.
Grade 33 steel or
min. 2,500 psi
ACFoam II, ENRGY
3, H-Shield or
MP-3 with Trufast HD or
1 per 2 ftz
Structodek High Density
HA
AA Ply) BP -AA
more BP -AA or
TA, APP TA
-45.0*
structrual concrete
Polytherm
OMG 3-inch Galv Plate
Fiberboard Roof Insulation
APP-TA
with OMD HD
Min. 22 ga., type B,
Min. 2-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
Grade 33 steel or
II, ENRGY
Dekfast #14, Trufast
z
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
-45.0*
SC-2.
min. 2,500 psi
.ACFoam
3, H-Shield or
MP-3 with Trufast HD or
1 per 4 ft
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP TA
structrual concrete
Polytherm
OMG 3-inch Galy Plate
Fiberboard Roof Insulation
APP-TA
with OMD HD
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
(Optional if using
(Optional If using
AA Base) One or
SBS-AA, SBS-
-90.0
SC-3.
min. 2,500 psi
ENRGY 3, H-Shield
Dekfast #14 or TruFast
ftz
Structodek High Density
HA
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Min.1.5-inch
Dekfast Hex with
1 1.33
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-inch
(Top
BP -AA To surface
One or more
SBS-SA, APP-
SC-4.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast #14 or TruFast
per
z
ft
High Density
HA
P rimed with ASTM
layers, SBS-SA or
Y
SA, SBS-TA
-90.0
min. 2,500 psi
structrual concrete
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
FiberStructodekand
D41 primer)
APP-TA
or APP-TA
TABLEM STEEL OR: STRUGTURALCONCRETE DECKS -NEW CONSTRUCTION,.REROOF{TEAR-OFF) OR RECOVER _.
- SYSTEMTYRCC: MECHANICALLY ATTACHED INSULATION; -BONDED ;ROOF COVER :
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
Layer
Ps
Min. 22 ga., type B,
Grade 33 steel or
(Optional) One or
more layers, any '
Min. 0.5-inch SECUROCK Gypsum-
OMG 3-inch Galvalume Steel
1 per 1.78
(Optional if
using AA Ply)
(Optional if using AA
Base) One or more BP-
SBS-AA, SBS-
-75.0
SC-5.
min. 2,500 psi
combination, loose
Fiber Roof Board
Plate with OMG #14 HD
BP -AA
AA or APP-TA
TA, APP l A
structrual concrete
laid
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
SBS-AA, SBS-
SC-6.
Grade 33 steel or
any combination,
Insulation or min. 0.25-Inch Dens
Dekfast #12 (steel only) or #14 or
1 per 1.33
ftz
using AA Ply)
Base) One or more BP-
TA, APP TA
-82.5
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DP
BP -AA
AA or 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,
Y
Min. 1.5-inch ENRGY 3, H-Shield
Dekfast #12 (steel only) or #14 or
1 per 1.33
SBS-SA
(Optional) One or more
TA, SBS-SA,
-82.5
SC-7.
min. 2,500 psi
any combination,
or Polytherm
TruFast MP-3 with TruFast DP
ftz
SBS-SA or APP-TA
APP-TA, APP-
structrual concrete
loose laid
(steel only) or HD
SA
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 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 9 of 26
- - - - -- --- --- - - - - -- - - �KiNsIERD- -
:TABLE 7C: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM:TYPED: PRELIMINARILYATTACHEDINSULATION, iVIECHANICALLYATTACHED.BASE SHEET; BONDED ROOFCOVER
NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS':
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga., type B,
One or more
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
(Optional) One or
SC-8.
Grade 33 steel or min.
layers, any
Prelim.
Elastobase Poly or JM Perma-
with Roofgrip #14, Dekfast Hex
and 18-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS
-45.0*
2,500 psi structrual
Attached
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA
TA, APP-TA
concrete
combination
Ply 28
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
tional) One or
(Optional)
Grade 33 steel or min.
One more
Prelim.
Base, Certain7eed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-inch a.c, in two,
more BP -AA or APP-
SBS-AA, SBS-
-52.5
SC-9.
2,500 psi structrual
layerss,, any
Attached
Firestone MB Base, JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA
TA, APP-TA
concrete
combination
Ply 28, Tamko Glass Base or
with TruFast HD
center rows
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 o.c. in two,
One or more SBS-SA
SA, SBS-TA
-52.5 *
2,500 psi structrual
combination
Attached
poly top surface
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
or APP-TA
concrete
with TruFast HD
center rows
Min. 22 ga., type B,
Grade 33 steel or min.
One or more
Prelim.
Polyglass Elastobase or
OMG Fiat Bottom Plates (square)
12-inch o.c. in 4-inch lap
and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-
SC-11.
2,500 psi structrual
layers, any
Attached
Polyglass Elastobase Poly
with Roofgrip #12 (steel only) or
equally spaced, staggered
more BP -AA or APP-
TA, APP-TA
-60.0
concrete
combination
#14
center rows
TA
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
and 12-Inch o.c, in two,
SBS-SA, APP-
SC-12.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) or
equally spaced, staggered
One or more SBS-SA
SA, SBS-TA
-60.0*
2,500 psi structrual
combination
Attached
poly top surface
#14
or APP-TA
concrete
center rows
SC 13.
Min. 22 ga., type B,
Grade 80 steel or min.
One or more
layersany
Prelim.
TriBuilt APP smooth
Dekfast isofast IF-2.375-AT Plates
12-inch o.c, in the 5-Inch
(Optional) APP-TA
SBS-TA, APP-
-82.5
2,500 psi structrual
Attached
with Dekfast #15 HS
wide, heat -welded side lap
TA
combination
concrete
SC-14.
Min. 22 ga., type B,
Grade 80 steel or min.
One or more
layers, any
Prelim.
TriBulit APP Smooth
`
Trufast 2.4 i . Barbed Seam
12-inch o.c. in the 6-inch
(Optional) APP-TA
SBS TA, APP-
-82.5
2,500 psi structrual
Attached
Plates with rufast EHD Fasteners
wide, heat -welded side lap
TA
combination
concrete
Min. 22 ga., type B,
Grade 33 steel or min.
One or more
Prelim.
Dekfast Hex with Dekfast #14 or
12-inch o.c. in the 4-inch
lap and 18-inch o.c, in two,
(Optional) BP -AA or
SBS-AA, SBS
SC-15.
2,500 psi structrual
layers, any
Attached
TriBuilt APP Smooth
OMG Flat Bottom Plates with
equally spaced, staggered
APP-TA
TA, APP-TA
-112.5
concrete
combination
I
OMG Roofgrip #14
I
I center rows
Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 10 of 26
- - - - -- - - - -- - - - - - - - -- - - - - TRIN9 ERD- - -
i
TABCE.3A: STRUCTURAL CONCRETE DECKS' —NEW CONSTRUCTION oR REROOF (TFJiR=OFF)
SYSTEM TYPE A-1.::BONDED.INSULATION,, BONDED ROOF COVER
SEE NOTE'16 FORVAPOR BARRIER OPTIONS
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 1S)
MDP
No.
Deck
Primer
Type Attach
Type Attach
Base Ply Ply Cap Ply
(PSf)
SELF ADHERING;SYSTEMS.WITH: BASE INSULATION AND OPTIONAGTORJNSULATION OFTHE:SAME TYPE:
Structural
(Optional)
Min.1.5-Inch H-Shield or Multi -Max
(Optional) additional layers(s) of
D-IS
SBS-SA
(Optional) One or more .
SBS-SA, APP-SA,
-67.5
C-1
concrete
ASTM D41 I
FA3
D IS
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional)
(Optional) additional layers(s) of
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-135.0
C-2
concrete
ASTM D41
Min.1.5-inch ACFoam II or ENRGY 3
D-IS
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers of base
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-157.5 'r
C-3
None
Min.1.5-inch, min.1.5 pcf Insulfoam
D-IS
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
concrete
Structural
(Optional) additional layers of base
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-120.0
C-4
concrete
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers(s) of
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-127.5
C-5
concrete
None
Min.1.5-inch ENRGY 3
OB500
base insulation
SBS-SA or APP TA
SBS-TA or APP-TA
Structural
None
Min.1.5-inch ACFoam II or H-Shield
06500
(Optional) additional layers(s) of
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
150.0
C-6
concrete
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min.1.5-inch ACFoam 11, ENRGY 3, H-
(Optional) additional layers(s) of
M OSFA
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-232.5
C-7
concrete
None
Shield or Multi -Max FA3
M-OSFA
base insulation
SBS-SA or APP TA
SBS-TA or APP-TA
Structural
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
C 8
concrete
None
Min.1.5-inch, min. 2.0 pcf Insulfoam
CR-20
insulation
SBS-SA or APP TA
SBS-TA or APP-TA
Structural
Min.1.5-inch ACFoam 11, ACFoam III,
(Optional) additional layers(s) of
(Optional) One more
SBS-SA, APP-SA,
C-9
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
concrete
Max FA3 or ISO 95+GL
C-10
Structural
None
Min. 2-Inch ACFoam 11 or H-Shield
OB
Classic
(Optional) additional layers(s) of
OB
Classic
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-270.0
concrete
(FULL)
base insulation
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min.1.5-inch ACFoam 11, ACFoam 111,
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
-480.0
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
Multi -Max FA3
SELF -ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOAROg ,
Structural
Min. 0.25-inch SECUROCK Gypsum
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
67.5
C-12
concrete
None
Min.1.5-inch Multi -Max FA3
D-IS
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
C 13
Structural
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
D-IS
Min. 0.25-inch Dens Deck, Dens
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-120.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
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
I
I
I SBS-SA or APP-TA
SBS-TA or APP-TA
C-15
Structural
None
Min.1.5-inch ENRGY 3
08500
Min. 0.25-inch Dens Deck, Dens
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-127.5
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6r" 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 11 of 26
1
-- - - -
- -TRINITY.-{ERD
TABLE3A _'STRUCTURAL,CONCRETE DECKS -NEW CONSTRUCTION oR REROOF`(TEaR-OFF)
SYSTEM TYPEN<1: BONDED INSUi AT10N; BONDED.ROOKOVER `
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
„•. _ .
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)
Structural
Min.1.5-inch ACFoam II, H-Shield or
OB500
Min. 0.25-inch Dens Deck, Dens
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-150.0
C-16
concrete
None
ISO 95+GL
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 2-Inch ACFoam II, ENRGY-3 or H-
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-247.5
C-17
concrete
None
Shield
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
min. 1.S-inch ACFoam II, ENRGY 3, H-
M OSFA
Min. 0.25-inch SECUROCK Gypsum-
M OSFA
SBS SA
(Optional) One or more
SBS-SA, APP-SA,
-232.5
C-18
concrete
None
Shield or Multi -Max FA3
Fiber Roof Board
SBS-SA or APP-TA I
SBS-TA or APP-TA
Structural
Min. 2-Inch ACFoam II, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
-247.5
C-19
None
M OSFA
Elk - 0-f D..�--�
M OSFA
SBS-SA
SRS-SA nr APP TA
SBS TA or APP-TA
h
Structural
Min. 0.25-Inch Dens Deck, Dens
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
C 20
concrete
None
Min.1.5-inch, min. 2,0 pcf Insulfoam
CR-20
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Min.1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min.1.3-inch ACFoam III or min.
CR-20
Min. 0.25-Inch SECUROCK Gypsum-
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
C-21
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
Fiber Roof Board
SBS-SA or APP-TA
SBS TA or APP-TA
CG or ENRGY 3
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
CR-20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-247.5
C-22
concrete
None
Shield
Fiber Roof Board
SBS-SA orAPP-TA
SBS-TA or APP-TA
C-23
Structural
None
Min. 2-inch ACFoam 11 or H-Shield
OB
Classic
Min. 0.25-inch SECUROCK Gypsum-
Fiber Roof Board
OB
Classic
SBS-SA
(Optional) One or more
SBS-SA or APP-TA
SBS-SA, APP-SA,
SBS-TA or APP-TA
-350.0
concrete
(FULL)
(FULL)
Structural
Min.1.5-inch ACFoam II, ACFoam III,
Min. 0 inch SECUROCK Gypsum-
HA
SBS-SA
(Optional) One more
SBS-SA, APP-SA,
-350.0
C 24
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber RoofoofBoard
SBS-SA or APP-TA
SBS TA or APP-TA
Multi -Max FA3
_.
ASPHALT AND/OR TORCH APPUED SYSTEMS: r
C-25
Structural
None
Min. 2-inch ACFoam II or H-Shield
I
D-IS
Min. 0.25-Inch SECUROCK-Gypsum-
D-IS
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
C-26
Structural
None
Min. 2-inch ACFoam II or H-Shield
D-IS
Min. 0.25-inch SECUROCK Gypsum-
D-IS
APP-TA
(Optional) One or more
APP-TA
-232.5
concrete
Fiber Roof Board
APP-TA
C 27
Structural
None
Min. 2-inch ACFoam 11 or H-Shield
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
BP -AA
(Optional) One or more
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-irich SECUROCK Gypsum-
I
OB500
APP-TA
(Optional) One or more
APP-TA
-232.5
concrete
Fiber Roof Board
APP-TA
C-29
Structural
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Min. 0.25-inch SECUROCK Gypsum-
M-OSFA
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
C-30
Structural
None
I
Min. 2-Inch ACFoam II or H-Shield
I
M-OSFA
Min. 0.25-inch SECUROCK Gypsum-
I
M-OSFA
APP TA
(Optional) One or more
i
APP-TA
-232.5
concrete
Fiber Roof Board
I
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report A42970.30.12-R2 for FL36027-R2
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; (800) 516-1485 Appendix 1, Page 12 of 26
- - - - -- - - - -- - - - - - - --- - - - -RINI- 1-ERD-- -----
TABLE 3A; STRUCTURAL CONCRETE DECKS= NEW CONSTRUCTION oa REROOF (TEAR -OFF)
SYSTEM TYPE A-1; BONDED INSULATION, BONDED ROOF COVER
" SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
System
Base insulation Layer
Top Insulation Layer
Roof Cover (Note 1S)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min.1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min.1.3-inch ACFoam III or min.
CR-20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
BP -AA
(Optional) One or more
SBS-AA
-225.0
C-31
concrete
None
1.04nch ISO 95+GL, H-Shield, H-Shield
Fiber Roof Board
BP -AA
CG or ENRGY 3
Min.1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min.1.3-inch ACFoam III or min.
CR 20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
APP TA
(Optional) One or more
APP-TA
-232.5
C 32
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
Fiber Roof Board
APP-TA
I.
CG or ENRGY 3
h
Structural
None
(Optional) Min. 2-inch ACFoam II or H-
COlassic
Min. 0.25-inch SECUROCK Gypsum-
COlassic
BP -AA
(Optional) One or more
SBS-AA
-225.0
C-33
concrete
Shield
(FULL)
Fiber Roof Board
(FULL)
BP -AA
C-34
Structural
None
(Optional) Min. 2-inch ACFoam Il or H-
olassic
Min. 0.25-Inch SECUROCK Gypsum-
oasslc
APP-TA
(Optional) One or more
APP-TA
-232.5
concrete
Shield
(FULL)
Fiber Roof Board
(FULL)
APP-TA
Structural
Min.1.5-inch ACFoam II, ACFoam III,
Min. 0.25-Inch SECUROCK Gypsum-
HA
BP
(Optional) One or more
SBS-AA
-225.0
C-35
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber Roof Board
-AA
BP -AA
Multi -Max FA3
Structural
Min.1.5-inch ACFoam II, ACFoam III,
Min. 0.25-inch SECUROCKGypsum-
HA
APP-TA
(Optional) One or more
APP-TA
-232.5
C-36
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber Roof Board
APP-TA
Multi -Max FA3
(Optional if
(Optional if using AA
C-37
Structural
ASTM D41
Min. 0.75-inch FescoBoard
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-277.5
concrete
(homogeneous)
One or more
AA or APP-TA
APP-TA
BP -AA
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional if
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-38
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-inch Fesco Board
HA
One or more
Base) One or more BP-
APP-TA
-290.0
concrete
Multi -Max FA3
BP -AA
AA or APP-TA
(Optional if
(Optional if using AA
C-39
Structural
ASTM D41
Min. 0.5-inch Structodek High Density
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-285.0
concrete
Fiberboard Roof Insulation
One or more
AA or APP-TA
APP-TA
BP -AA
Structural
Min.1.5-inch ACFoam II, ACFoam III,
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 Fiberboard Roof Insulation
HA
One or more
Base) One or more BP-
APP-TA
-480.0
Multi -Max FA3
BP -AA
AA or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.30.12-R2 for F1.16027-112
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; (900) 516-1485 Appendix 1, Page 13 of 26
7ABLE,3A:'STRUCTURAL CONCRETE DECKS: -:NEW CONSTRUCTION oa REROOF (TEAR -;OFF)
SYSTEM TYPE A-1rBONDED.INS:ULATION, BONDED ROOF COVER ,
SE E NOTE 16 FOR VAPOR BARRIER OPTIONS
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 25)
MDP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
Deck
Primer
(psfl
Min.1.5-inch ACFoam II, ACFoam III,
(Optional if
using AA Ply)
ng y)
if using AA
SBS-AA, SBS-TA,
C-41
Structural
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch Dens Deck Prime
HA
One or more
Base) One or more BP-
APP-TA
-480.0
concrete
Multi -Max FA3
BP -AA
AA or APP-TA
(Optional If
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-42
Structural
ASTM D41
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
One or more
Base) One or more BP-
APP-TA
-510.0
concrete
AA or APP-TA
BP -AA
TABLE 3BI. STRUCTURALCONCRETE DECKS=NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SY5TEMTYPE:F: NON-INSULATED,BONDEU BASE SHEET;BONDER'ROOF;COVER
System No.
Deck
Primer
Roof Cover (Note 15)
MDP
(psf)
Base Ply
Ply
Cap Ply
C-43
Structural concrete
ASTM D41
SBS-SA
(Optional) SBS-SA or APP-TA
SBS-SA, APP-SA, SBS-TA or APP-TA
-315.0
C-44
Structural concrete
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
-622.5
Exterior Research and Design, LLC. d/b/a Trinity( ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-112
. Revision 2: 09/25/2017
Appendix 1, Page 14 of 26
TABLE 4Ar LIGHTWEIGHT CONCRETE DECKS-NEW.CONSTRUCTIONoe'REROOFO TEM-FF
( )
-.. SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF: COVER
S
Deck
eight
Base Insulation Layer
y
CoverboardMDP
Roof Cover (Note 15)
Type Attach
Type Attach
Base Ply Ply
Cap Ply
No.
(Note 1)
ete ete (Note 14)
Concr
Psi)
(Psi)
SELF.ADHERING'SYSTEMSW_ITH BASEINSULATIONANpOPTIQNALTOP,INSU1pT10N,OFTHESAMETYPE:
LWC-1
Structural
Min. 200 psi, min 2-
Min.1.5-inch, min. 2.0 pcf Insulfoam
OBSOO
(Optional) Additional
OB500
SBS-SA
(Optional) One or
SBS-SA, APP-
-120.0
concrete
inch Elastizell
layers of base insulation
more SBS-SA
SA
(Optional) One or
SBS-SA, APP-
Structural
Min. -200 psi, min 2-
Min.1.5-inch ACFoam 11, ENRGY 3, ISO 95+ GL
OB500
(Optional) Additional
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
LWC-2
concrete
inch Elastizell
or H-Shield
layers of base insulation
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-
-180.0 1
concrete
2-inch Elastizell
layers of base insulation
more SBS-SA
SA
Structural
Min. 00 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
more SBS-SA or
SBS-SA, APP-
SA, SBS-TA
-180.0
LWC-4
concrete
Elastizell
2-inch El
FA3
layers of base insulation
APP-TA
or APP-TA
LWC-5
Structural
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-
-222.5
concrete
layers of base insulation-
more SBS-SA
SA
Mearlcrete
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam 111, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-6
2-Inch Celcore or
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
-222.5
concrete
Mearlcrete
FA3
APP-TA
or APP-TA
SELF -ADHERING SYSTEMS: WITH _BASE INSULATION AND COVERaoARD: "
(Optional) One or
SBS-SA, APP-
LWC-7
Structural
Min. 200 psi, min 2-
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
Min. 0.25-inch SECUROCK
Gypsum -Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-120.0
concrete
inch Elastizell
APP-TA
or APP-TA
(Optional) One or
SBS-SA, APP-
LWC-8
Structural
Min. 200 psi, min 2-
Min.1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
OB500
Min. 0.25-inch SECUROCK
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
concrete
Inch Elastizell
or H-Shield
Gypsum -Fiber Roof Board
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam 11, ACFoam III, ENRGY 3,
ISO 95+ GL, H-Shield, H-Shleld CG, Multi -Max
CR-20
Min. 0.25-inch SECUROCK
CR-20
SBS-SA
(Optional) One or
more SBS-SA or
SBS-SA, APP-
SA, SBS-TA
-180.0
LWC-9
concrete
2-inch Elastizell
FA3 or min. 2.0 pcf Insulfoam
Gypsum -Fiber Roof Board
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam Ili, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-10
2-Inch Celcore or
ISO 95+ GL, H-Shield, H-Shleld CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
concrete
Mearlcrete
FA3 or min. 2.0 pcf Insulfoam
APP-TA
or APP-TA
ASPHALTANII/OR TORCH APPLIED SYSTEMS." "' `77
Structural
Min. 200 psi, min 2-
Min.1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
OB500
Min. 0.25-inch SECUROCK
08500
BP -AA
(Optional) One A
re BP -Au, or APP-
SBS-AA, SBS-
-225.0
LWC-11
concrete
Inch Elastizell
or H-Shield
Gypsum -Fiber Roof Board
APP-TA
TA
TA, APP-TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Min. 0.25-inch SECUROCK
CR-20
BP -AA,
(Optional) One or
more BP -AA or APP-
SBS-AA SBS-
'
-180.0
LWC-12
concrete
2-Inch Elastizell
FA3 or min. 2.0 pcf Insulfoam
Gypsum -Fiber Roof Board
APP TA
TA
TA, APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.30,12-R2 for FL16027-R2
Certificate of Authorization t#9503 6n' 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
i
TABLE 4A;::LIGHTWEIGHTOONCRETE DECKS' -NEW CONSTRUCTION oR RERO;OF (Tang -OFF)
SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER ._
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
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 II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
BP -AA,
(Optional) One or
SBS-AA, SBS-
LWC-13
concrete
2-inch Celcore or
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
-222.5
Mearicrete
FA3 or min. 2.0 pcf Insulfoam
TA
TABLE 4B"`LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION oR,REROOF`(TeAR OFF)
SYSTEMTYPEA 2, MECHANICALLY.ATTACHED:ANCHORSHEET,, BONDED INSULATION;BONDEDFfOUFCgVER, ..
Deck
Lightweight
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
I
MDP 1
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
System
No.
(Note 1)
Concrete
(Note 14)
(Psf)
Min.1.5-inch
7-Inch o.c. at
(Optional) Min.
Thermaroof Composite,
(Optional if
Min. 22 ga.,
Type B,
Min. 300 psi
4-Inch lap and
1.5-Inch
Polytherm Composite or
O
(Optional if
using AA Base)
g
LWC-14
vented steel
Approved
GAFGLAS
OMG CR
7-inch o.c. In
ACFoam II, H
HA
min. 0.5-inch Structodek
HA
using AA Ply)
One or more
SBS-AA, SBS
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
BP AA
BP -AA or APP-
TA, APP-TA
spaced center
Max FA3 or
Roof Insulation or min.
TA
spans
rows
Polytherm
0.75-inch FescoBoard
(homogeneous)
Min. 22ga.,
74richo.c..at
4-inch lap andACFoam
Min.1.5-inch
Type B,
Min. 300 psi
GAFGLAS
OMG CR
7-inch o.c. in
II, 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, SBS-TA
-45.0
at max. 5 ft
cellular LWC
spaced center
Max FA3 or
or APP-TA
or APP-TA
spans
Polytherm
rows
Exterior Research and Design, U.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
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; (800) 516.2485 Appendix 1, Page 16 of 26
TRINII"= ERC�
TABLE.44Z: LIGHTWEIGHT CONCRETE DECKS,— NEW CONSTRUCTION OR.REROOF (TEAR -OFF)
''SYSTEM TYPE E.- MECHANICALLY ATTACHED'BASE SHEET, BONDED ROOF COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MDP
(P SD
Type
Fasteners
Attach
Base Ply
Cap Ply
No.
(Note 1)
(Note A)
f GENERIC CELLULAR J]GHTWEIGHT INSULATING CONCRETE:
Min. 300 psi, min. 2-inch thick cellular
Min. 22 ga., type B steel
LWC. Note: To qual* the LWIC underthis
7-inch o.c. In a 3-Inch lap and 7-inch o.c. in
(Optional)
SB.S-AA, APP-
LWC-16
at max 5 ft spans or
assembly, an OMG CR BPF shall achieve
B3
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
TA
-45'.0
structural concrete
an average withdrawal of 53 lbf when
field of the sheet
BP -AA
tested per TAS 105 or ANSI/SPRI FX-1
CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE:
Min. 0.0179-inch
Tensilform S-75 or min.
B7
Trufast FM-90 or
8-inch o.c. in a 3-Inch lap and 16-inch o.c. in
two, equally spaced, staggered rows in the
One or more
SBS-AA
-37.5
LWC47
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Celcore
B1, B2, B3 or
OMG CR BPF
BP -AA
75 at max. 5 ft spans or
field of the sheet
structural concrete
Min. 22 ga., 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
SBS-AA
45.0
LWC-18
at max 5 ft spans or
Min. 200 psi, min. 2-Inch thick Celcore
B1 through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
structural concrete
field of the sheet
Min. 26 ga., type HF
Bl, B2, B3, B4,
9-inch o.c. In a 3-Inch lap and 9-inch o.c, in
One or more
LWC-19
steel at max 5 It spans
Min. 225 psi, min. 2-inch thick Celcore MF
87, B8, B10, 811
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
45.0
or structural concrete
or B12
field of the sheet
Min. 22 ga., type B steel
B1, B2, B3, B4,
7-inch o.c. in a 3-Inch lap and 14-inch o.c. in
One or more
LWC-20
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA
SBS AA
-45.0
structural concrete
or B12
field of the sheet
Min. 22 ga., type B steel
B1, B2, B3, B4,
9-inch o.c. in a 3-Inch lap and 9-inch o.c. in
One or more
LWC-21
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA
SBS-AA
45.0
structural concrete
or B12
field of the sheet
Min. 22 ga., type B steel
Trufast Twin Loc-
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 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B1 or B2
Nail
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
45.0
structural concrete
field of the sheet
TA
Min. 22 ga., 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 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
film top surface)
Nail
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 ga., type B steel
8-inch o.c. In a 4-Inch lap and 8-inch o.c. in
BP -AA or APP-
SBS-AA, SBS-
60.0
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
B2
Trufast FM-90
three equally spaced, staggered center rows
TA
TA or APP-TA
structural concrete
Min. 22 ga., type B steel
82 (with poly
8-inch a lap and 8-inch o.c. in
One or more
SBS-SA or
SBS-SA, APP-
SA, SBS-TA
-60.0
LWC-25
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
film top surface)
Trufast FM-90
paced,
three equally spaced, staggered center rows
qu ll
APP-TA
or APP-TA
structural concrete
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 99503 6i" EDITION (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 17 of 26
TABLE 4C::; LIGHTWEIGHT CONCRETE'DECKS =NEW CONSTRUCTION ol# REROOF. (TEAR=OFe)
-
SYSTEM TYPE,E: ,MECHANICALLY ATTACHED BASE SHEET; $ONDED ROOF COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Cap Ply
System
No.
Deck
(Note 1)
Lightweight Concrete (Note 14)
s
(P R
(Note A)
LWC-26
Min. 22 ga., type B steel
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore
B1 through B12
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. In
two, equallyspaced, staggered rows in the
One or more
BP AA
SBS AA
-75.0
structural concrete
OMG CR BPF
field of the sheet
Min. 22 ga., type B steel
Polyglass
10-inch o.c. in a 4-inch lap and 10-inch o.c. in
(Optional) BP-
SBS-AA, SBS-
-90.0
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
Elastobase Poly
Trufast FM-260
three equally spaced, staggered center rows
AA or APP-TA
TA, APP-TA
structural concrete
ELpSTIZELL CELLULAR LIGHTWEIGHT:INSULATING
CONCRETE: ,
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
B1 through B12
-90 or
Trufast FMOMG
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
in two, equally spaced, staggered rows in the
One or more
BP -AA or APP-
SBS-AA, SBS-
-30.0
LWC-28
0.0205-inch Tensilform
Range II
CR BPF
field of the sheet
TA
TA or APP-TA
75 at max. 5 ft spans or
structural concrete
Min. 0.0179-inch
Tensilform 5-75 or min.
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-SA, APP-
LWC-29
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
equally spaced, staggered rows in the
in two, a q y P
SBS-SA or
SA, SBS TA
-30.0
75 at max. 5 ft spans or
Range II
film top surface)
OMG CR BPF
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
81 through B12
Trufast FM-90 or
7-Inch o.c. in a 3-inch lap and 7-inch o.c. in
two, equally spaced, staggered rows in the
One or more
BP -AA or APP-
SBS-AA, SBS-
.45.0
LWC-30
at max 5 ft spans or
Range II
OMG CR BPF
field the sheet
TA
TA or APP-TA
structural concrete
of
Min. 22 ga., type B steel
Min. 200 psi, min. 2 inch thick Elastizell
B2 (with poly-'
Trufast FM-90 or
7-Inch o.c. in a 3-inch lap and 7-inch o.c. in
two, equally spaced, staggered rows in the
One or more
SBS-SA or
SBS-SA, APP-
SA, SBS-TA
-45.0
LWC-31
at max 5 ft spans or
structural concrete
Range II
film top surface)
OMG CR BPF
field of the sheet
APP TA
or APP-TA
Min. 22 a., e B steel
g
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
One or more
SBS-AA, SBS-
TA, SBS-SA,
LWC-32
at max 5 ft spans or
with Zell -Crete Fibers, supple -mentally
attached with Roofgrip #21 and 3-inch
82
Nails (min.1.8-
three, equally spaced, staggered rows in the
BP -AA
APP-TA or
-60.0
structural concrete
plates at i per 8 ft2
inch)
field of the sheet
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
SBS SA or
SBS-SA, APP-
SA, SBS-TA
-60.0
LWC-33
at max 5 ft spans or
attached with Roofgrip #21 and 3-Inch
film top surface)
Nails (min. 1.8-
inch)
three, equally spaced, staggered rows in the
field of the sheet
APP-TA
or APP-TA
structural concrete
plates at 1 per 8 ft2
MEARLCRETECELLULARILIGHTWEIGHT.INSULATINGCONCRETE:
LWC-34
Min. 24 ga., type B steel
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Mearlcrete
B3 through 812
I
Trufast FM-90 or
7.5-inch o.c. in a 3-Inch lap and 30-inch o.c.
in two, equally spaced, staggered rows in the
One or more
BP -AA
SBS-AA
structural concrete
OMG CR BPF
field of the sheet
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 18 of 26
TABLE 4C: 'LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
No.
Deck
(Note 1)
Lightweight Concrete (Note 14)
MDP
(p f)
Type
Fasteners
Attach...
Base Ply
Cap Ply
(Note A)
Min. 22 ga., type B steel
Trufast FM-90 or
7-inch o.c. in a 4-Inch lap and 7-inch o.c, in
One or more
SBS-AA, SBS-
LWC-35
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B1, B2 or B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-45.0
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
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 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B2 (with poly-
film top surface}
Trufast FM-90 or
OMG CR BPF
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 ga., type B steel
Bi B2, B3, B7 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c: in
One or more
SBS-AA, SBS-
LWC-37
at max 5 It spans or
Min. 300 psi, min. 2-Inch thick Mearlcrete
B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-52.5
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
82 (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 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
I
SA, SBS-TA
-52.5
structural concrete
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded as follows:
D B3: Polygloss G2 Bose, B2: Polyglass Elastobase or Polyglass Elastobase Poly; B3: GAFGLAS #75; 84: GAFGLAS Stratavent Noilable Venting Base Sheet, B5: GAFGLAS Ply 4; B6: GAFGLAS F1eWly 6; B7: JM Perma Ply
No. 28, B8: JM Vensulation; 139: JM GlasPly IV, B10: JM GlasPly Premier, B11: Tamko Glass -Base; B12: Tamko Vapor -Chan
i
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL36027-112
Certificate of Authorization #9503 6i" 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 19 of 26
-- -- - rf R-INI-- L ERD- - -
TABLE SA: CEIVIENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION ORREROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BOftIDED,R00F COVER
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 2.5-inch Tectum
Min.1.5-inch ACFoam II,
D-IS or
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
(optional) One or
SBS-AA, SBS-TA,
45.0
CWF4
Plank or Tectum LS Plank
ISO ld,
08500
inch Structodek High Density Fiberboard Roof
OB500
BP -AA
more BP -AA or APP-
APP-TA
therm, ENRGH-Shi
Polytherm, ENRGY-3
Insulation
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-SA or
SBS-TA, SBS-SA,
45.0
CWF-2
Plank or Tectum LS Plank
ISO 95+GL, H-Shield,
OB500
SECUROCK Gypsum -Fiber Roof Board
OB50D
APP-TA
more
APP-TA
APP TA, APP-SA
Polytherm, ENRGY-3
Min. 2.5-inch Tectum
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
(Optional) One or
SBS-AA, SBS-TA,
�
CWF-3
Plank or Tectum LS Plank
ISO
CR-20
inch Structodek High Density Fiberboard Roof
CR-20
BP -AA
more BP -AA or APP-
APP-TA
52.5
therm, ENRGH-Shi-3
Polytherm, ENRGY-3
Insulation
CWF-4
Min. 2.5-inch Tectum
Min.1.5-inch ACFoam II,
ISO 95+GL, H-Shield,
CR-20
Min. 0.25-inch Dens Deck, Dens Deck Prime,
CR-20
SBS-SA or
(Optional) One or
more SBS-SA or
SBS-TA, SBS-SA,
-52.5
Plank or Tectum LS Plank
SECUROCK Gypsum -Fiber Roof Board
APP-TA
APP-TA
APP-TA, APP-SA
Polytherm, ENRGY-3
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 20 of 26
o
- - - - -- -- - - 1all-1-=-ERD-
TR0-- --
TABLESi3: ;CEMENTITIOLI WOOD FIBER DECKS_-NEW.CONSTRUCTION:oe REROOF (TEAR -OFF)
SYSTEM•TYP.E A 2 MECHANICALLY ATTACWED ANCHOR SHEET, BONpEQ INSULATION, BONDED ROOF C OVER
..
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. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. In 4-inch
Min.1.5-inch
II, ACFoam
Deck Prime, SECUROCK Gypsum -
(Optional)
SBS-AA,
Tectum Plank
Elastobase,
Polyglass
Trufast
Inuldek
lap and 12-inch o.c.
in two, equally
III, 15095+GL, H-
HA
Fiber Roof Board, Min. 0.75-Inch
FescoBoard (homogeneous) or
HA
BP -AA
One or more
,
SBS-TA,
-30.0*
CWF-5
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY 3,
min. 0.5-inch Structodek High
BP -AA or
APP-TA
APP-TA
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
Density Fiberboard Roof
Max FA3
Insulation
Min. 2.5-inch
Polyglass
Elastobase,
Trufast
.c. In 4-Inch
12-inch o.c.
rtwo,
Min.1.5-Inch
ACFoam 11, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
equally
H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA or
SBS-SA,-30.0*
APP-TA,Plank
or Tectum LS
Elastobase Poly,
Loc-Nail
staggered
ShIII, eld,ISOENGL,
Shield, ENRGY 3,
polytherm or Multi-
Fiber Roof Board
TAAPP-TA
APP-SA
Polyglass G2 Base
ows
Max FA3
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-Inch
Min.1.5-Inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
Twin
lap and 18-inch o.c.
in two,
III,15095+GL, H-
HA
Fiber Roof Board, Min. 0.75-inch
FescoBoard (homogeneous) or
HA
BP -AA
One
SBS-AA,
SBS-TA,
-45.0*
CWF-7
or Tectum LS
Polyglass
Elastobase Poly,
Loc-Nall
equally
spaced, staggered
Shield, ENRGY 3,
min. 0.5-Inch Structodek High
A or
BP -AA or
APP-TA
APP TA
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
Density Fiberboard Roof
Max FA3
Insulation
Min. 2.5-inch
Polyglass
Elastobase,
Trufast
9-inch o.c. in 4-inch
lap and 18-inch o.c.
Min.1.5-inch
, ACFoam IIACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
One
SBS-TA,
SBS-SA,
CWF-8
TectuPlank
m
Polyglass
Twin
in two, equally
IIIISO95+GL, H-
,
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
or more
SBS-SA or
APP-TA,
-45.0*
or Tectum LS
Plank
Elastobase Poly,
Lac -Nall
spaced, staggered
Shield, ENRGY 3,
Polytherm or Multi-
Fiber Roof Board
TA
APP-TA
APP-SA
Polyglass G2 Base
center rows
Max FA3
Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 21 of 26
- --- - ---- -- --- -= :; �f 1NIly11ERD
f
TABLESC. CEMENTITIOUS WOOD FIBER DECKS, -.NEW CONSTRUCTION; REROOF;(TEAR-OFF) oe RECOVER
•: SYSi EM.TYPE B MECHANiCALLY.ATTACHED BASE INSULATION, BONDED.TOP INSULATION, BONDED ROQF
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 2.5-inch
Min. 2-inch H-
OMG Polymer GypTec Plate
Min. 0.5-Inch Structodek
(Optional using
(Optional if using AA
SBS-AA,
CWF-9
Tectum Plank or
Shield or
with Polymer GypTec or TruFast
1 per 4 ft2
High Density Fiberboard
HA
AA Ply) BP -AA
Base) One or more BP -AA
585-TA,
Tectum LS Plank
Polytherm
TL 3 in. Plate with TL Fastener
Roof Insulation
or APP-TA
APP.TA
TABLE 5D CEMENTITIOUS WOOD FIBER DECKS -,NEW CONSTRUCTION, REROOF (Tt1►a=OFF) Oa RECOVER
SYSTEMTYF'EC: MECHANICALLYATTACHEDiNSULATIUN,BONDEDROOF.COVER
System
Top Insulation Layer
Roof Cover (Note 15)
MDP I'
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
Base Insulation Layer
(Psf)
Min.2.5-Inch
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck Prime
(O AA
(Optional if using
SBS-AA,
WF-10
Tectum Plank or
more layers, any
or SECUROCK Gypsum -Fiber Roof Board or
TrufastTwin Loc-Nails
z
1 per 2 ft
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0*
Tectum LS Plank
combination, loose
min. 0.5-inch Structodek High Density
(min. 1-Inch embedment)
AA Ply) BP -AA
or APP-TA
APP-TA
laid
Fiberboard Roof Insulation
TABLE SE '::.CEMENTITIOUS WOOD FIBER DECKS- NEW CONSTRUCTION OR REROOF TrAit=OFF
( ) .
SYSTEM TYPE E NON=INSULATED, MECHANICALLY,ATTACHED BASE SHEE' ' 9ONDED ROOFrCOVER �,;: - M. :. •.
System
Base Sheet
Roof Cover (Note 15)
MDP
Base
Fasteners
Attach
Base Ply
Cap Ply
No.
Deck (Note 1)
(Psf)
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Inuldek
9-inch o.c. in 4-inch lap and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-TA,
-30.0*
CWF-11
or Tectum LS Plank
Poly, Polyglass G2 Base
Loc-Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
Min. 2.5-Inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Twin Loc-
9-inch o.c. in 4-inch lap and 18-Inch o.c. in two,
(Optional) One or
SBS-AA; SBS TA,
-45.0*
CWF-12
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-112 for FL16027-112
Certificate of Authorization #9503 6r" EDITION (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 22 of 26
- - - -- - - --- - - -- - - `� �TRIi JJY- ERD
TABLE 6A: GYPSUM'DECK$- REROOF (TEAR -OFF).
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Notes 1 & 12)
(psfl
G-1
Existing, sound poured gypsum
Min. 2.0 pcf, Insulfoam
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) One
SBS-SA, APP-SA
-112.5
or gypsum plank deck
Insulation
or more SBS-SA
Existing, sound poured gypsum
Min.1.5-inch ACFoam 11, ENRGY 3 or
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) One
(O more l) One
moreAPP-S
SBS=SA, APP-SA,
_112.5
G-2
or gypsum plank deck
H-Shield
insulation
or
SBS-TA or APP-TA
Existing, sound poured gypsum
Min.1.5-Inch ACFoam ll, ENRGY 3 or
08500
Min. 0.25-inch SECUROCK Gypsum-
OB500
SBS-SA
(Optional) One
or more SBS-SA
SBS-SA, APP-SA,
-112.5
G-3
or gypsum plank deck
H-Shield or min. 2.0 pcf, Insulfoam
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
�
G-4
Existing, sound poured gypsum
Min.1.5-inch ACFoam II, ENRGY 3,
M-OSFA
(Optional) additional layers(s) of base
insulation and/or min. 0.25-inch
M-OSFA
SBS-SA
(Optional) One
or more SBS-SA
SBS-SA, APP-SA,
-202.5
or gypsum plank deck
H-Shield or Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
G-5
Existing, sound poured gypsum
Min.1.5-inch, min. 2.0 pcf Insulfoam
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
or APP-TA
SBS TA or APP-TA
(Optional
(Optional if using
Existing, sound poured gypsum
Min. d.25-Inch Dens Deck, Dens
None
N/A
if using
AA Base) One or
SBS-AA, SBS TA,
-245.0
G-7
or gypsum plank deck
Deck Prime or SECUROCK Gypsum-
CR-20
AA PI y)
more BP -AA or
APP-TA
Fiber Roof Board
BP -AA
APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
G-8
ENRGY 3, H-Shield, H-Shield CG or
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS SA
or more SBS-SA
SBS-TA or APP-TA
-257.5
or gypsum plank deck
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 23 of 26
t- TRINITY ERD
TABLE GB: GYPSUM DECKS— REROOF &EE► OFF)
SYSTEMTYPEMECHANICALLY ATTACHED ANCHOR SHEET; BONDED INSULATION;: BONDED ROOF COVER
Anchor Sheet
Base Insulation
Top insulation
Roof Cover (Note 15)
MDP
System
No.
Deck
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
(Note 11)
Min. 0.25-inch Dens Deck, Dens
Polyglass
9-inch o.c. in 4-
Min.1.5-inch
Deck Prime, SECUROCK Gypsum-
(Optional)
xisting
E, sound
Elastobase,
Trufast FM-
inch lap and 18-
ACFoam II, ACFoam
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
poured gypsum
Polyglass
75 or FM-
inch o.c. in two,
III, IS095+GL, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One BP
SBS-TA,
-45.0*
G_g
or gypsum
Elastobase Poly,
90 or Twin
equally spaced,
Shield, ENRGY 3,
min. 0.5-inch Structodek High
or
-AAA or
APP-TA
APP-TA
plank deck
Polyglass G2 Base
Loc-Nails
staggered center
Polytherm or Multi-
Density Fiberboard Roof
rows
Max FA3,
Insulation
TABEE 6C: GYPSUM DECKS=:REROOF (TEAR -OFF) aR RECOVER
,. SY$TEI}lITYpEC: MECHANICAILYATTACHEDINSULATION,.BONDEDROOF COVER
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners (Note 11)
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note 1)
Layer
(psf)
Min. 0.25-inch Dens Deck, Dens Deck
Existing sound
(Optional) One or
more layers, any
Prime or SECUROCKGypsum-Fiber
Trufast Twin Loc-
z
(Optional if
(Optional if using AA Base) One
SBS-AA, SBS-
-45.0*
G-10
poured gypsum or
combination, loose
Roof Board or min. 0.5-Inch
Nails (min. 1-inch
1 per 2 ft
using AA Ply)
or more BP -AA or APP-TA
TA, APP-TA
gypsum plank deck
Structodek High Density Fiberboard
embedment)
BP -AA
laid
Roof Insulation
TA13LE6D: GYPSUM; DECKS— REROOF (TEAR -OFF)
SYSTEM TYPE E NON'=INSULATED, MECHANICALLY ATTACHED BASE SHEET; BONDED COVER., ,
Base Sheet
Roof Cover (Note 15)
MDP
Deck (Note i)
Base
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(Psf)
F
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, 585-TA,
_45.0*
gypsum or gypsum
Poly, Polyglass G2 Base
Twin Loc-Nails
two, equally spaced, staggered center rows
BP -AA or APP TA
APP-TA
plank deck
Exterior-Researchand-Design,-LLC—d/b/a Trinity )ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
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; (900) 516-1485 Appendix 1, Page 24 of 26
4 i u
� 'TRINITY! ERD
TABLE 7A: RECOVER APPLICATIONS
SYSTEM.TYPEA-1: BONDED INSULATION,: BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 1S)
MDP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psi)
Existing
(Optional) additional layers(s) of base
(O One or more
(Optional) )
SBS-SA, APP-SA,
R-1
asphaltic roof
Min.1.5-inch Multi -Max FA3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
SBS SA orAPP-TA
5B5-TA or APP-TA
-67.5
SECUROCK Gypsum -Fiber Roof Board
R-2
Existing
Min. 2.0 pcf Insulfoam
D-IS
(Optional) additional layers(s) of base
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
90.0
asphaltic roof
insulation
SBS-SA
Existing
Min.1.5-inch ACFoam II or ENRGY 3 or min..
Min. 0.25-inch SECUROCK Gypsum -Fiber
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-90.0
R-3
asphaltic roof
2.0 pcf Insulfoam
Roof Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
(Optional) additional layers(s) of base
nal) One or more
(Optional)
SBS-SA, APP-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 or APP-TA
-90.0
SECUROCK Gypsum -Fiber Roof Board
R-5
Existing
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
(Optional) additional layers of base
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
-120.0
asphaltic roof
Insulation
SBS-SA
R-6
Existing
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
Min. 0.25-inch SECUROCK Gypsum -Fiber
OB50i)
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-120.0
asphaltic roof
Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
R-7
Existing
Min.1:5-Inch ACFoam II, ENRGY 3 or H-
OB500
(Optional) additional layers(s) of base
Insulation and/or min. 0.25-inch
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-127.5
asphaltic roof
Shield
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS TA or APP-TA
Existing
MIn.1.5-inch ACFoam II, ENRGY 3, H-
M
insulation and/or min. 0.25-inch (Optional) additional layers(s) of base
M
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-157.5
R-g
asphaltic roof
Shield or Multi -Max FA3
OSFA
SECUROCK Gypsum -Fiber Roof Board
OSFA
SBS-SA or APP-TA
SBS-TA orAPP-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
R-20
Existing
Min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
asphaltic roof
Roof Board
5BS-SA or APP-TA
SB5-TA or APP-TA
Min.1.5-Inch Ultra -Max or Multi -Max FA-3,
(Optional) additional layers(s) of base
R-11
Existing
min. 1.3-inch ACFoam III 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
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,
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 or APP-TA
SBS-TA or APP-TA
-247.5
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 0.25-Inch Dens Deck, Dens Deck
BP -AA SBS-
O
(Optional)
( P ) One or more
SBS-AA, SBS-TA or
R-13
asphaltic roof
Min. 1.5-Inch Multi -Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-67.5
Board
Existing
Min. 1.5-Inch ACFoam II or ENRGY 3 or min.
D-IS
Min. 0.25-inch Dens Deck, Dens Deck
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
-90.0
R-14
asphaltic roof
2.0 pcf Insulfoam
Board
SA, APP-TA
BP -AA or APP-TA
APP-TA
- Exterior Research-and-Design,-LLC. d/b/a Trinity( ERD--- -_ _ _ -_ __ _ _ - _-__ _ _ Evaluation -Report A4297.0.10.12-R2_for FL16027-112
Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1495 Appendix 1, Page 25 of 26
Y
ERD
TRINITY
TABLE 7A:. RECOVOLAPPLICATIONS '
" . SYSTEM TYPE A-1 BONDED INSULATION; BONDED ROOF COVER a,
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
Substrate
(Pso
Existing
5 ACFoam II, ENRGY 3, H-Shield
OB500
Min. 0.25-inch Dens Deck, Dens Deck
Prime or SECUROCK Gypsum -Fiber Roof
OB500
BP -AA SBS-
(Optional) One or more
)
SBS-AA, SBS-TA or
-127.5
R-15
asphaltic roof
+GL
or ISO 95+GL
or ISO
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
SBS-AA, SBS-TA or
-157.S
R-16
asphaltic roof
or Multi -Max FA3
OSFA
Roof Board
OSFA
SA, APP-TA
BP -AA or APP-TA
APP-TA
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.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
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
TABLE:713: RECOVERAPPLICATIONS. ..
SYSTEM:TYPE N NON -INSULATED, BONDED,BASE SHEET; BONDED ROOF COVER
Roof Cover (Note 15)
MDP
System
No.
Deck
Primer
(Psf)
Base Ply
Ply
Cap Ply
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
Exterior Researc >�d-DesFgn, LLC.—d/i)/a Trinity )ERD— - — — — — --Evaluation-ReportA42970.10.12-R2-for-FL36027-R2 _-
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59266 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 26 of 26