HomeMy WebLinkAboutEVALUATION REPORTI
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SCANNED
', y TPjN1TY `= ERD
i
EVALUATION REPORT
TRI- BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR.RESEARCH & DESIGN, LLC.
Certificate of Authorization #19503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
Evaluation Report A42970.10.12-112
FL16027-R2
Date of Issuance:10/23/2012
Revision 2: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. he 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.6`h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client Constitutes agreement to notify 'Robert Nieminen, P.E. if the product
changes or.the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report numbe' preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its.entirety.
INSPECTION: Upon request, a copy of this entirei 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 th
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
4, plus a 26-page Appendix.
The facsimile seal appearing was authorized by Robert Nieminen.
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity ,I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued. 1
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.
T.iv
F
January L, 2017
ST
RE: Certification of Independence,
TRINI
RD
wr;�EIVED i
Certificate ofAuthorization #9503
B 28?018
County, Permitting
a F.A.C. Rule 61'G20-3
To Whom It'May Concern:
This letter: serves to document the following in accordance with Florida F.A.C. Rule 6I G20-3:
1. Exterior.=Research & Design, LLC. d/b/a rinity I ERD does not have, nor does itintend to acquire or
will` it,acq'uire; ofinancial interest in any company manufacturing or distributing products it evaluates.
2. Exterior`Rese'arch & Design, LLC. d/b/a Trinity I .ERD is not owned; operated or controlled by any
company.mariufacturing 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.
r" n
5 gulding Code"Evaluations.issued:by Trinity{ERD and'•Robert Nieminen, P.E. are not, in anyway; to be f
construed to mean or imply that TrinityyfRD or Robert Nieminen, P.E. are the Designer. of Record J
for any project on -which the Evaluation eport is/was used for permitting or design guidance; unless
retained specifically for that purpose ora given. project.
Please contact our office with any questior
Sincerely,
Robert Nieminen; P.E.
Florida'Reg No. 59166 ^O��eA1 EI
Vice President' r1L
Email: robertnieminen@trinityerd.com ARE Tf
ST. LUCI►E COUNTY BUILD. ION
REVIEWED FOR COMP
REVIEWED
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE
FASTENERS OR ATTACHMENTS
RESPONSIBILITY OF THE
!TRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED. BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH & APPMAIArk GODES.
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I
ROOFING, SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with the following sections of the 6t' Edition (2017) Florida Building Code
through testing in. accordance with the following Standards_ Compliance is subject to the Installation Requirements
and Limitations /Conditions of Use set forth herein.
2. STANDARDS:
Section
PropertV
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
3. REFERENCES:
9flibt
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD(TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD.(TST6049)
FM 4470/4474
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD(TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049) '
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
0D3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000.
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
fM Approvals,(TST1867)
FM 4470 1
3012321
07/29/2002
FM'Approvals(TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals(TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FIVI Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112
Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVH7 EVALUATION FL16027-112
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 2 of 4
Enifty
Examination)
FM Approvals(TST1867)
FM 4470/4471
FM Approvals(TST1867)
FM 4470/4474
FM Approvals (TST1867)
FM 4470/4474 .
PRI (TST5878)
Physical Properties
PRI (TST5878)
Physical Properties
PRI (TST5878)
Physical Properties
PRI (TST5878)
Physical Properties
Miami -Dade (CER1592)
HVHZ Compliance
Miami -Dade (CER1592)
Proposal for Review
UL LLC, (QUA9625)
Quality Control
UL LLC (QUA9625)
Quality Control
UL LLC- (QUA9625)
Quality Control
4. PRODUCT DESCRIPTION:
I
This Evaluation Report covers TRI-BUILTModified
Materials Group, LLC published installation instri
following membranes make up the subject systems.
4 TRINITY ERD
Reference
Date
3023458
07/18/2006
3030668
09/12/2007
3032172
06/12/2009
PUSA-062-02-01
12/04/2007
PUSA-061-02-02
01/28/2008
PUSA-064-02-02
02/27/2008
PUSA-062-02-02
12/04/2008
Various NOAs
Various
10-0823
10/12/2010
ML Agreement
02/27/2012
ML Correlation, R27202
08/20/2012
Service Confirmation, R14571
Exp. 10/06/2018
Bitumen Roof Systems installed in accordance with TRI-BUILT
ctions and the Limitations / Conditions of Use herein. The
x
Table I Roll: Goo'
s aX
§forTRl BUILT Nlod�fied B�iymen�RoofSystemsti F
s
T e
yp
Product
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS
Base
ASTM D6163, Table 2
S
I
TriBuilt SBS Granular
ASTM D6164.
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP dranular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 ise in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steeldeck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the except ions 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 1.6. 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 aln asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exterior Research and Design, LLC.' Evaluation Report A42970.10.12-R2
Certificate ojAuthori:ation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
i Page 3 of 4
5.8
5.9
5.10
5.11
�41`1 UNR Y I ERD
For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for ihese systems.
For mechanically attached insul
existing deck for withdrawal re!
to the minimum requirements
FX-1 or Testing Application Stai
For bonded insulation or memb
existing deck or existing roof su
any surface conditions exist th<
with ANSI/SPRI IA-1, ASTM E9C
124 shall be conducted on mocl
ion or membrane over existing roof decks, fasteners shall be tested in the
Lance. A qualified design professional shall review the data for comparison
r the system. Testing and analysis shall be in accordance with ANSI/SPRI
and TAS 105.
ne over existing substrates in a re -roof (tear off) or recover installation, the
ice shall be examined for compatibility with the adhesive to be installed. If
bring system performance into question, field uplift -testing in accordance
FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
ips of the proposed new roof assembly.
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 winld speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13- All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI=BUILT Materials Group,
LLC published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
I
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 611320-3 QA
requirements.
I
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION' REPORT -
Exterior Research and Design, LLC. Evaluation Report A42970.30.12-R2
Certificate ofAuthorization #9503 CH EDITION (2017) FBC NON-HVH2 EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 4 of 4
TRINITY I ERD
APPENDIX L, ,ATTACHMENT REQUIIiE(fnENTS,FOR WIND; UPLIFT RESI5I�ANCE ;:,, r '> � t "``'}
Table Deck Application Type Description Page
SA-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
1A-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
113
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 Bs eet, Bondedgoof-Gov_er
_ 8_
2A
Steel or StruuEfurTconc'rete-'�-'I eew, Reroof (Tear -Off) or reecover
— --T3 "
"' Mech. Attached'RISs—el nsutattan, Bonded Top Insulation, Bon-ded`Roof Cover
"� v 97
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
10
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
- 3B-'-
- Structural -concrete- --
-New or Reroof-(Tear-Off)
- F---
--Non=Insulated,-Bonded-Rool`C-over
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
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
7B
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 Jurisdiction.
'Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
Y Wood: Minimum 0.75-inch penetration.
Y Steel: Minimum 0,75-inch penetration and engage the top flute of the steel deck.
Y 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 ) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 1 of 26
r
- Y
TRIN9TY 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.
Y Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
Y OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
Y ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
_ 7. Unless otherwise noted, ail insulations. are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP1istings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
Y 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)
Y OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
Y OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
Y ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section .2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC-Chapter 16, and no rational analysis is permitted.
1
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 be300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 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 2 of 26
f TRINITY ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
yY ' � TALE 1 stR1 BUILT Roo��CovERs„r, � x _ f � � k
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM; D4601, Type 11
HA at.20-40 lbs/square
Ply
FBC Approved ASTN1p2178, Type IV or VI
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Cap Ply
Tr1Bullt SBS Granular
HA at 20-40 Ibs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBuilt SA SBS Base
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
(SBS, Self -Adhering)
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
Torch -Applied
Cap Ply
TriBuilt APP Smooth; TriBuilt APP Granular
(APP, Torch -Applied)
APP-SA
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
16. Vapor barrier options for use over structural concrete deck followed by adhered • insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
nnnlipc-
VApbRBARft1EROPTIlN5,ST1tUCTURALGONGRETEDECK;AONEREbINSU[ATIdNpERjA8LE9A,
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)-
Type
YP
Attach
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60.0
NB -
ASTM D41
TriBullt SA SBS Cap
Self -Adhering.
Insta-Stik, 12-inch o.c.
-75.0
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o:c.
-157:ASTM'
D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
.
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, L-C. d/b/a Trinity i ERD Evaluation Report A42970.10.12-112 for FL16027-112
Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 06/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
t. r
TRINITY ER-D
`TABLE 1A 1 :WOOD QECKS NEW CONSTRUCTION oR REROOF (TSAR Q`FF) �
.:' SY5TEMTYPE�A2 MfrCWANIGALLYd�'1TACWED,AM1ICHOR'SWEET,Bf�NtlED'i1V$UI,ATION BON�EpR00FCDVERs �.
System
Deck
A'nchorSheet
Base Insulation
Top Insulation
'Roof Cover (Note 15)
MDR
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 0.25-inch Dens
Polyglass G2 Base,,
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Min. 19/32-
CertalnTeed Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
inch plywood
Firestone MB Base, JM
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
max.
Tamko
tin caps with 11
three, equally
ASTM C1289,
HA
0.75-inch FescoBoard
HA
BP -AA
BP -AA
SBS-TA,
-60.0
in
inch spans
spans
GlassPermBasely.
Glass Base or
or
a. annular ring
g g
spaced,
P
type II of iso-
YP P Y
{homogeneous) or min.
APP-TA
GAFGLAS k75
shank nails
staggered
cyanurate
0.5-inch Structodek
center rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
8-inch o.c. in 4-
MIn.19/32-
CertainTeedGlasbJse_
32 ga., 1-5/8-
Inch lap and 8-
(Optional) FBC
Win. D,25_inch__Dens
(Optional)
---- -
inch plywood
Firestone MB Base, 1M
-inch diameter—
-inch-o.c.-in
Approved;One
Deck, Dens Deck Prime,
or
_SBS=SA,_
APP-SA,
W-2
at max. 24-
Perma-Ply 28, Tamko
tin caps with 11
three, equally
ASTM C1289,
HA
SECUROCK Gypsum-
HA
SBS-SA
more SBS-
SBS TA or
-60.0
inch spans
Glass Base or
ga. annular ring
spaced,
type II polyiso-
Fiber Roof Board
SA or
APP-TA
GAFGLAS 1$75
shank nails
staggered
cyanurate
APP TA
center rows
32 ga., 1-5/8-
6-inch o.c. in 4-
inch lap and 6-
Min. 2-inch
D-15, 08500,
Min. 19/32-
Polyglass Elastobase
inch diameter
inch O.C.in
ACFoam 11, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
SBS-AA,
W-3
inch plywood
or Polyglass
tin caps with 12
four; equally
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS-TA,
-60.0*
at max. 24-
Elastobase PolyShield
ga. annular ring
spaced,
CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
APP-TA
inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
center rows
or ENRGY-3
oc
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-
D-IS,
(Optional)
SBS-SA,
inch plywood
Polyglass.Elastobase
inch diameter
inch o.c. in
H-
atop
(Optional) Additional
C B500'
One or
APP-SA,
W 4
at max. 24
or Polyglass
tin caps with 12
four, equally
Shield CG,
ShieH-Shld C
PasteOSFA
fastener
;layers of base insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-6D.0*
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
M-OSFA
SA or
APP-TA
shank nails
staggered
or ENRGY-3
oc
APP TA
center rows
Exterior Research and Design, LLC. d/b/a Trinity ) ERD
Certificate of Authorization k9503
Prepared by: Robert Nieminen, PE-59166
6T°' EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
TRINITY I ERa
TA6LEr1A-2 WOOD DECKS N W GONSTQ ION, t2EROOF (TeaR OFF) oR RECOVER
E UCT
5YSTEIIA TYP:A 2 MfiCHANiCALLY ATTACHED ANGHOR SHEET, Bt?NCIr b;INSU�ATtON, BONDED GOVEft
»OC#F „ t}„
_ .. y..,
System.
Deck
Anchor Sheet
Base Insulation.
Top Insulation
Roof Cover (Note 15)
lyipp
No.
(Note i)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
12-inch o.c. in 4-
Min. 0.25-inch Dens Deck,
Min. 19/32-
Polyglass
OMG Flat
inch lap and 12-
(Optional) FBC
Dens Deck Prime, SECUROCK
W-5
inch plywood
Elastobase or
Polyglass
Bottom Plates
inch o.c. in two,
Approved,
Gypsum -Fiber Roof Board,
(Optional).
SBS-AA, 585-
at max. 24-
Elastobase
(square) with
equally spaced,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
inch spans
Roofgrip #12
staggered center
type II of iso
yp y
(homogeneous) or min.
Poly
cyanurate
a
inch Structodek High Density
Density
rows
Fiberboard Roof insulation
Min. 19/32-
Polyglass
OMG Flat
12-inch o.c. in 4-
inch lap and 12-
(Optional) FBC
(Optional)
inch plywood
Elastobase or
Bottom Plates
inch o.c. in two,
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W 6
at max. 244
Polyglass
(square) with
equally spaced,
ASTM C1289,
HA
Dens Deck Prime, SECU ROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
- - -
_
incfi spar s
Elastobase__ _ _
_
Roofgrip #12
---type-Il-polyiso--
er staggered center
-Gypsum-Fiber-Roof-Board
-SA or APP—
r-or—
-- --
cyanurate
TA
rows
System
Deck (Note 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 19 32-inch
/
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional. if
(Optional if using
W-7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast #12 or TruFast
1 per
Z
(homogeneous) or min. 0.5-inch
HA
using AA Ply)
AA Base) One or
SBS-AA, SBS-TA,
-60.0
spans
or Polytherm
MP-3 with TruFast DP
.
133 ft
Structoclek High Density Fiberboard
BP -AA
more BP -AA or
APP-TA
Roof Insulation
APP-TA
7
Exterior Research and Design, I.I.C. d/b/a Trinity (ERD Evaluation Report A42970.10.12-R2 for Fi.16027-R2
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
i RECEIVED
FEB 2 8 - 318
ST. Lucie county, Permitting
TRINITY ERD
- NSTRUCTI
�TAB LE ON; RERPqFIT KAECOVERECK4NEWCO
,
SYSTEWTYP!� MECHANICALLYAT.rAHt WS L Nc-' ON
P �Tfq, �A
System.
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Deck (Note l)
.
Layer
(Psf)
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
1 per 1.33
(Optional if
(Optional if using AA
SBS-AA, SBS-TA, APP-
W-8
plywood at max.
any combination,
- Inch - Dens - Deck, DensDecIlk Prime or
Steel Hex with
ft,
using AA Ply)
Base) One or more BP -AA
TA
-82.5
24-Inch spans
loose laid
SECUROCK Gypsum -Fiber Roof Board
Dekfast #12 DP
BP -AA
orAPP-TA
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
W
SBS-SA or APP-TA
TA or APP-TA
24-inch spans
loose laid
TruFast DP
. . . . . . . . . . . . . . . .............
ION; &B
00110ECKV;l :lj7g TAU& AEW&(�E k4ffl',
MTN'.
System
insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Polyglass Elastobase, Polyglass
OVIG 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.
Certain'reed Glasbase, Firestone MB
414, 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 N14 or TruFast
staggered center rows
orAPP-TA
APP-TA
Base or GAFG LAS #75
MP-3 with TruFast HD
SBS-SA,
Min. 19/32-inch
one or more layers,
Prelim.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
12-inch o.c. in 4-inch lap and 12-
One or more
APP-SA,
W-11
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
#14 or TruFast MP-3 with
inch o.c. in two, equally spaced,
SBS-SA
SBS-TA or
-52.5
24-inch spans
TruFast HD
staggered center rows
APP-TA
Min. 19/32-inch
one or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG FlatBottomPlates
12-inch o.c. in 4-inch lap and 12-
Inch o.c. in two, equally spaced,
(Optional) one
or more BP -AA
SBS-AA,
SBS-TA,
-60.0
W-12
plywood at max.
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
staggered center rows
or APP-TA
APP-TA
24-inch spans
SBS-SA,
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12 -inch o.c. in 4-inch lap and 12-
inch o.c, in two, equally -spaced,
One or more
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, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6 M EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nierninen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26
ERD
• �' TABLE 1E 1, WOOdrdECKS `NEW COPISTRUts`CION oRRERQQF(TeAR OFF};
SYSTEtVI TYP NON tN5ULATECi, IVIECEIANiCAlt;S!`ATTACI£d �A5E SHEET BONdECkROQF CV R
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Base
Fasteners
Attach
Base Ply
Gap Ply
(Psf)
Min. IS/32-inch-
W-14'
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c, at 2-inch lap and 18-inch o.c. in t
two,
onaor
(Optional) BP-AA'BS-AA,
SBS-TA
S�`
-45.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 15/32-inch
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch`lap and 12-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-52.5
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
W-16
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-inch diameter tin caps.
B-inch o.c. in 4-inch lap and 8-inch o.c. in three,
(Optional) One or
SBS-AA, SBS-
24-inch spans
Glasbase, Firestone MB Base,1M Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-60.0
Ply 28, Tamko Glass Base or GAFGLAS 475
APP-TA
W-17
Min. 19 32-inch
� --- --
plywood at max.
=Pol Iass-Elastobase-or Pol lass
yg yg
_
�2- a., 1-5 8-Inch diameter tinn ca s
g - / - P
—8=inch o.c. in 4=inch lap and-8=inch o.c. inii�ree,
—(Optional)-One-or--SBS-SA,-APP---------
24-inch inch spans
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
.more SBS-SA or
moreAPP�S
SA, SBS-TA or
-60.0
APPSBS
Min. 15/32-inch
W-18
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch d .c, at 2-inch lap and 6-inch o.c. in two,
(Optional) BP -AA or
585-AA, SBS-TA
90.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-19
Min. 19/32-inch
plywood at max.
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 `
SBS-SA, APP-
24-inch spans
Elastobase Polywith of to surface
poly p
with 11 a. annular ring shank nails,
g g
equally spaced, staggered center rows
q y gg
more SBS-SA or
SA, SBS-TA or
-97.5
.p
APP-TA
APP-TA
Min. 15/32-inch
W-20
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in three,
(Optional) BP -AA or
SBS-AA, SBS-TA
105.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-21
Min. 19/32-inch
plywood at max.
y
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
SBS-AA, SBS-
2
24-inch spans
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
112.5
APP-TA
Min. 19/32-inch
32 ga., 1-5/8-inch diameter tin caps
W-22
plywood at max.
Polyglass Elastobase or Polyglass
yg yg
with 11 a, annular ring shank nails.
g g
6-inch o.c, in 4-Inch la and 6-inch o.c. in four,
P
(Optional) One or
SBS-SA, APP-
24-inch spans
Elastobase Poly with poly top surface
Note: Tin caps are to be primed with
equally spaced, staggered center rows
more APP-TA
SA, S85-TA or
-112.5
ASTM D41 primer.
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-112 for F1.16027-112
Certificate of Authorization #9503 6"'EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26
4'
TABLE 1E 2 WGbI7 ElECKS NEW.'CONSTRUCTION REROOF'(TEAe OFF) oR REegvER
5`lS7EMTYPEE `NON (fVSULAT[}MECHANICALLY,ATiACIEDBISESHEE��BQNDED,fiOgFCC17ER }
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. 19/32-inch
Polyglass Elastobase;. Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
W-1
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
Roofgrip q14, Dekfast Hex with Dekfast ##14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
24-inch spans
Glasbase, Firestone MB Base, 1M Perma-
or TruFast MP-3 with TruFast HD
center rows
APP TA
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS 1#75
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
12-inch o.c. in 4-Inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-2
plywood at max.
o.c. in two, equally spaced, staggered
SA, SBS-TA or
-52.5 „
24-inch spans
Elastobase Poly with poly top surface
3 with TruFast HD
center rows
SA
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W-3
plywood at max.
o.c. in two, equally spaced, staggered
more BP -AA or
-60.0
24-inch spans
Elastobase Poly
Roofgrip f#12
center rows
. APP-TA
TA, APP-TA
Min. 19/32-inch
Polyglass Elastobase or-Polyglass— --
-OtVlGflat-Bottom PIa�(square) with
—12=inch-o:c—in-4-inch-lap-and in-4-inch-lap-and-1-2-inch —
One or more SBS-
-SBS=SA, APP- -
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip t#12
o.c. In two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0"
24-inch spans
center rows
APP-TA
TABLE o WOOD DECS NEW CON5TitUC710N o I�IlE Udt (TIcdR QFF} { > T
.. 5Y5TRN1 TYPE_, NON. INSULAI f D; BgNdEC1 ROOD R
�QV
System
Roof Cover (Note 15)
MDP
No.
Deck
Primer
(Psf .
Joint Trea t
B se PI
I
C p Ply
W-5
Min 15/32,i4ch plywood
rattmaxt24.inchtspans
F
AST1M D1
:� "' 'u' '�"
Non1- " ` `n
SBS-SA
(Optional)tSBS-SAto'r .
SBS-SA, APP-SA, SBS TA
90.0
$(O[a6)
_
or AP.P-TrA
W 6
Min. 32-inch plywood
_
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips of TriBuilt SA
TriBuilt SA SBS Base
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
97.5
at max. 24-inch spans
SBS Base, rolled Into place to create continuous bond.
APP-TA
or APP-TA
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) 516.1485 Appendix 1, Page 8 of 26
\T
.i e.
TRINITY Y ERD
i
TABLE2A_STEELC�R`5TRUCTGRALCOfWCRETEOECKS NEWCONSTRUCTIfJN REROOF TEaIz=OFF o`RECOVER
. ,. SYSTEM,TYPE:: MECfA[d►CAttw'A[TACHED BASE INUtl7ION, �ONdECJjpp INULAtiN BOI�nE[? ROCiF CC+.VER
..�
System
Deck (Note 1),
Base Insulation Layer
To lnsulationLa Layer
p
Roof Cove ; .�_. .. ...;:.:
r (Note 15)
MDP
No,
Type
Fasteners
Attach
Type
Attach
Base, Ply
Ply
Cap Ply
(psf)
Min. 22 ga., type B,
Min. 1.5-inch
Dekfast Hex with
Dekfast #14, Trufast
Min. 0.75-inch FescoBoard
(Optional,if using '
SC-1.
Grade 33 steel or
AGFoam II, ENRGY
MP-3 with Trufast HD or
1 per 2 ftZ
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or .
SBS-AA, SBS-
min. 2,500 psi
p
structrual concrete •
3, H-Shield or
Polytherm
y
OMG 3-inch Galv Plate
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
45.0 *
with OMD HD
Fiberboard Roof Insulation
APP-TA
Min. 22 a., type B,
g yP
Min. 2-inch
Dekfast Hex with
Dekfast #14, Trufast
Min. 0.75-Inch FescoBoard
(Optional if using
SC-2.
Grade 33 steel or
ACFoam II, ENRGY
MP-3 with Trufast HD or
1 per 4 ftZ
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
min. 2,500 psi
structrual concrete
3, H-Shield or
Polytherm
y
OMG 3-inch Galy Plate
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
-45.0*
with OMD HD
Fiberboard Roof Insulation
APP-TA
--
Min. 22 ga., type B,
- ----.-
Grade 33 steel or
Min, -1-5-inch - .- - =
ex
Dekfast-Hex-with- -
Min. 0.75-inch FescoBoard
-(Optional-if-using-
-
SC-3.
ENRGY 3, H-Shield
Dekfast #14 or TruFast
1 per 1.33
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
min. 2,500 psi
structrual concrete
or Polytherm
MP-3 with Truast HD
F
ft,
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
-90.0
Fiberboard Roof Insulation
APP-TA
SC-4.
Min. 22 ga., type B,
Grade 33 steel or
Min. 1.5-inch
Dekfast Hex withru
1 per 1.33
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-inch
BP -AA (Top surface
One or more
SBS-SA, APP-
min. 2,500 psi
ENRGY 3, H-Shield
Dekfast #14 or TruFast
ast
ftZ
Structodek High Density
HA
primed with ASTM
layers, SBS-SA or
SA, SB5-TA
-90.0
structrual concrete
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
D41 primer)
APP-TA
or APP-TA
57EELTABLE49i,CSTRUT.URALCQNCRETEDECk9:, CN
CTI d+REndFs TEAO
(
t A
y
�LSAT�IOU
3.VER
System
Deck (Noe .
t1)
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
La
Layer
y
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 22 ga., type S,
(Optional) One or
SC-5.
Grade 33 steel or
more layers, any
Min. 0.5-inch SECUROCK Gypsum-
OMG 3-inch Galvalume Steel
1 per 1.78
(Optional if
(Optional if using AA
SBS-AA, SBS-
min. 2,500 psi
combination, loose
Fiber Roof Board
Plate with OMG #14 HD
W
using AA Ply)
Base) One or more BP-
TA, APP-TA
-75.0
structrual concrete
laid
BP -AA
AA or. APP-TA
Min. 0.5-inch Structodek High
Min. 22 ga., type B,
One or more layers,
Density Fiberboard Roof
Dekfast Galvalume Steel Hex with
SC-6.
Grade 33 steel or
any combination,
Insulation or min. 0.25-inch Dens
Dekfast H12 (steel only) or #14 or
1 per 1.33
(Optional if
(Optional if using AA
SBS-AA, SBS-
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DP
z
ft
using AA Ply)
Base) One or more BP-
TA, APP-TA
-82.5
structrual concrete
SECUROCK Gypsum -Fiber Roof.
(steel only}. or HD
BP -AA
AA or APP-TA
Board
Min. 22 ga.; type B,
(Optional)
Dekfast Galvalume Steel Hex with
SBS-AA, SBS=
SC-7.
Grade 33 steel or
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield
Dekfast #12 (steel only) or #14 or
1 per 1.33
(Optional) One or more
TA,,SBS-SA,
min. 2,500 psi
any combination,
or Polytherm
TruFast MP-3 with TruFast DP
ft2
SBS-SA
SBS-SA or APP-TA
APP-TA, APP-
82 5
structrual concrete
loose laid
(steel only) or HD
SA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6r" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 9 of 26
1 TR1N1 ■ ■ i E, \V
TABlE2C STEELOR�STRUCTl1RALCONCRETEDECKS NEWCON$TR<]C710N,RERf}dF(TIArt=OFF}oRRECOVER
::., ;.
SYSTEM TYPE PRELIM(NAItILY ATTACHED {N5ULATION" MECHANICALLY-�tTTAGHED dSE SHEET. B B ONtSE@ROOF COVER
:NOTE INSULATIONIS,OPTIONAL„FOF RECQVERAPpLtCATIQNS
System
Deck (Note 1)
Insulation Layer(s)
Baseee Sheet,
Roof Cover (Note 15)
MDP
No.
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap'Ply
(Psf)
Min. 22 ga., type B,
Grade 33 steel or min.
One or more
Prelim.
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates (square).
12-inch o.c. in 4-inch lap
(Optional) One or
SC-8.
2,500 psi structrual
layers, any
Attached
Elastobase Poly or JM Perma-
with Roofgrip #14, Dekfast Hex
with Dekfast #14 or TruFast MP-3
and 18-inch o.c. in two,
equally spaced, staggered
more BP -AA or APP-
SBS-AA, SBS-
-45.0*
concrete
combination
ply 28
TA
TA, APP-TA
with TruFast HD
center rows
Polyglass Elastobase, Polyglass
Min. 22 ga., type B,
One or more
Elastobase Poly, Polyglass G2
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
SC-9.
Grade 33 steel or min.
layers, any
Prelim.
Base, CertainTeed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-
2,500 psi structrual
combination
Attached
Firestone MB Base, JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced, sta
q y p ggered
more BP -AA or APP-
TA; APP-TA
-52.5
concrete
Ply 28, Tamko Glass Base or
with TruFast HD
center rows
TA
T
GAFGLAS #75
__ T
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
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,
SBS-SA, APP-
2,500 psi structrual
combination
Attached
poly top surface
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
q y ace
p
O
One or more SBS-SA
SA, SBS-TA
-52.5*
concrete
with TruFast HD
center rows
or APP-TA
Min. 22 ga., type B,
Grade 33 steel or min,
One or more
Prelim.
Polyglass Elastobase or
yg
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch la p
(Optional) One or
SC-11,
2,500 psi structrual
layers an
y y
Attached
Polyglass Elastobase Poly
yg y
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
equally spaced, staggered
more BP -AA or APP-
SBS-AA, SBS-
TA,
-60.0
concrete
combination
#14
TA
APP-TA
center rows
Min. 22 ga., type B,
Grade 33 steel or min.
One or more
Prelim.
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
(q )
12-inch o.c. in 4-inch lap
SBS-SA, APP-
SC-12,
2,500 psi structrual
layers, any
Attached
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
One or more SBS-SA
SA, SBS-TA
-60.0*
concrete
combination
poly top surface
#14
equally spaced, staggered
or APP-TA
center rows
Min. 22 ga., type B,
SC-13.
Grade 80 steel or min.
One or more
layers, any
Prelim.
TriBuilt APP Smooth
Dekfast isofast IF-2.375-AT Plates
12.-inch o.c. in the 5-inch
SBS-TA, APP-
2,500 psi structrual
p
combination
Attached
with Dekfast #15 HS
wide, heat -welded side lap
(Optional) APP-TA
TA
-82.5
concrete
Min. 22 ga., type B,
SC-14.
Grade 80 steel or min.
One or more
layers, any
Prelim.
TriBuilt APP Smooth
Trufast 2.4 in. Barbed Seam
.c.
12-inch oin the 6-inch
SBS-TA, APP-
2,500 psi structrual
p
combination
Attached
Plates with TrufastEHD Fasteners
wide, heat -welded side lap
(Optional) APP-TA
TA
82.5
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
�
SC-15.
2,500 psi structrual
layers, any
Attached '
TriBuilt APP Smooth
OMG Flat Bottom Plates with
lap and 18 inch o.c. in two,.
(Optional) BP -AA or
SBS-AA, SBS-
-112.5
combination
OMG Roofgrip #14
a uall s
q Y paced, staggered
APP-TA
TA, APP-TA
concrete
center rows
Exterior. Research and Design, I.I.C. d/b/a Trinity ) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6T" EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2-
Revision 2: 09/25/2017
Appendix 1, Page 10 of 26
Y N'�;„ ,. 'f
TABLE 3A' STRUCTU AL CONCRETE DECKS NI;W CONSTRUCTION oR REROOF (TEAKpFP}
a
&YSTEM,TYPE A 1' BONbEL� INS111LATlpt�l, BONDED ROOF CdIIER
S6ENOTE&6.FORVAPORBARRIEROPTIONS ".
`
System
Deck
Primer
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type Attach
Type Attach
Base Ply Ply Cap Ply
(psf)
SELF=AbHRING;$YSTENtSUVITH BA$E!INS"ULATIQN'ANDORTIONA6,TOP1N$UU1TItlN�pfTHEANiE_•�YPE
>_sjt
C 1
Structural
(Optional)
Min. 1.5-inch H-Shield or Multi -Max
(Optional) additional layers(s) of
(Optional) One or more
SBS SA, APP SA,
concrete
ASTM D41
FA3
D-IS
base insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-67.5
C 2
Structural
(Optional)
Min. 1.5 inch ACFoam II or ENRGY 3
D-IS
(Optional) additional layers(s) of
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
concrete
ASTM D41
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
135.0
C-3
Structural
None
Min. 1.5-inch, min. 1.5 pcf Insulfoam
D-IS
(Optional) additional layers of base
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
concrete
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
157.5
C-4
Structural
None
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
concrete
_ _
_
insulation
_S.BS=SA.or-AP_P-TA
_SBS=TA-or_AP_B-TA _
_ _ __
C-5
Structural
None
Min.1.5-inch
OB500
(Optional) additional layers(s) of
OB500
S85-SA
(Optional) One or more
SBS-SA, APP-SA,
127.5
concrete
base insulation
SBS-SA or APP-TA
SBS-TAorAPP-TA
C 6
Structural
None
Min. 1.5-inch ACFoam II or H-Shield
OB500
(Optional) additional layers(s) of
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
150.0
concrete
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
C 7
Structural
None
Min. 1.5-inch ACFoam II, ENRGY 3, H-
M-OSFA
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
concrete
Shield or Multi -Max FA3
base insulation
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
232.5
C 8
Structural
None
Min. 1.5-inch, min. 2,0 pcf Insulfoam
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
240.0
concrete
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
C 9
Structural
None
Min. 1.5-inch ACFoam II, ACFoam III,
ENRGY 3, H-Shield, H-Shield CG Multi-
CR-20
(Optional) additional layers(s) of
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
concrete
,
Max FA3 or ISO 95+ GL
base Insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
-270.0
C-10
Structural
None
Min. 2-inch ACFoam II or H-Shleld
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
C-11
Structural
ASTM D41
Min. 1.5-inch ACFoam 11, ACFoam Ill,
ENRGY 3, H-Shield, H-Shield CG or
HA
(Optional) additional layers(s) of
HA
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
concrete
Multi -Max FA3
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
-480.0
EIF-ADHEPINtl$YSTEMS;WITHBASEINSULAIDi�dNDCOV�RBtlARD
ar
�4nd
s%
C-12
Structural
None
Min. 1.5-inch Multi Max FA3
D-IS
Min, 0.25-Inch SECUROCK Gypsum-
D-IS
SBS SA
(Optional) One or more
SBS-SA, APP-SA,
-67.5
concrete
Fiber Roof Board
SBS-SA or APR -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
C-14
Structural
None
Min. 2-inch ACFoam II, ENRGY-3 or H-
D-IS
Min. 0.25-Inch SEW ROCK Gypsum-'
(Optional) One or more
SBS-SA, APP-SA,
concrete
Shield
Fiber Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
C-15
Structural
None
Min1
. .5 inch ENRGY 3
OB500
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
Certificate of Authorization 99503
Prepared by: Robert Nieminen, PE-59166
6T"EDITION (2017) FBCNON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.16027-132
Revision 2: 09/25/2017
Appendix 1, Page 11 of 26
,t
TRINITY, ERD
TABLE 3A STRUCTURAL CONCRETE DECKS NEW CONSTftUCTIQN oR REROOF (TEAR OFF)
SYSTEyVi TYPE A' 1 BONDED INSULATION, BONDED GOOF COV9R
SeE NOTE ZG F.OR VAPOR BARRIER OPTIONS
System
Base Insulation Layer .
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psi)
Structural
Min. 1.5-inch ACFoam 11, H-Shield or.
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-16
concrete
None
ISO 95+GL
OB500
Deck Prime
08500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
150.0
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-17
concrete
None
-Shield
06500
Fiber Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 1.5-inch ACFoam 11, ENRGY 3, H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-18
concrete
None
Shield or Multi -Max FA3
M-OSFA
Fiber Roof Board"
M-OSFA
SBS-SA
SBS-SA or APP-TA
-TA or APP-TA
-232.5
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 19
concrete
None
Shield
M•OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
--C-20
Structural-__.
___ _--_
None
_ _
Min. 1.5-inch,, min 2.0 pcflnsulfoam
CR-20
Min_0.25=inch_Oens_Deck,_Dens
_
CR-£0
SBS-SA
_(O.ptionalone_or-more-_SBS=SA,_APPSA,--_
24D.0
concrete
Deck Prime
SgS-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.
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-21
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
S8S-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
240.0
CG or ENRGY 3
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 22
concrete
None
Shield
CR 20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
Structural
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
SBS-SA, APP-SA,
C-23
None
Min. 2-inch ACFoam II or H-Shield
Classic
Classic
SBS-SA
-350.0
concrete
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
(FULL)
(FULL)
Min. 1.5-inch ACFoam II, ACFoam III,
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-24
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
SBS-SA
-350.0
concrete
Multi -Max FA3
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
A$PIAITAlYO
....
., .3 A .3
x
dRTORCH►APPl1EDSYS£M5 S 7
.�_.. .. ,. ,. _... ..._. v...,_ ,,. .% ... .•.^ 5:3..'. v: 4. ..La t. .-F, ac4� .:t. fn•}:c
.. .. ... ..._ .. x c xx.. u....
:E 1 X q 5:-.
j
s.RA$
n :.. :.n.., Q.�.e .r.x . i. �..f.,
_ .. is .. .... .K
w .b ....:ram..:.
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more "
C-25
None
Min. 2-inch ACFoam II or H-Shield
D-IS
D-IS
BP -AA
SBS -AA
225.0
concrete
Fiber Roof Board
BP AA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-26
None
Min. 2-Inch ACFoam 11 or
D-IS
D-IS
APP-TA
APP-TA
-232.5
concrete
.H-Shield
Fiber Roof Board
APP TA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) one -or more
C-27
None
Min. 2-inch ACFoam 11 or H-Shield
OB500
OB500
BP -AA
"
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional).One or more
C-28
None
Min. 2-Inch ACFoam II or H-Shield
OB500
OB5o0
APP-TA
APP-TA
-232.5
concrete
I
Fiber Roof Board
APP-fA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-29
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
M-05FA
BP=AA
SBS-AA
225.0
concrete
Fiber Roof Board
BP -AA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-30
concrete
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Fiber Roof Board
WOSFA
APP-TA
APP-TA
APP-TA
-232.5
Exterior Research and Design, I.I.C. d/b/a Trinity )ERD Evaluation Report A42970.10.12-R2 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 12 of 26
�S d
I TRINITY i ERA
%TABLE 3A STJtUCTUNAL CONCRETE QECKS NiN CONSTRUCTION oR REROOF (TEaR OFF), :'
ON,Ba FCdVER SVSTEMT�1pE NDED INSULATI NDED ROQ
? k
S' NOTE 16 FOR VAOPTIONS i
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)
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum
(Optional) One or more
C-31
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR 20
Fiber Roof Board
CR-20
BP -AA
BP AA
SBS-AA
225.0
CG or ENRGY 3
Min. 1.5-inch Ultra -Max or Multi -Max _
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-32
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
APP-TA
APP-TA
APP-TA
232,5
CG or ENRGY 3
--
Structural
__(Optional)
Min. 2--inch ACFoam.11_or_H—
OB _
Classic
_Min.-0.25=inch.SECUROCK-Gypsum
OB
_(Optional) -One -or -more--
SBS-AA
C=33—
concrete
None
Shield
Fiber Roof Board
Classic
BP -AA
BP AA
-225.0
(FULL)
(FULL)
Structural
(Optional) Min. 2-inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional).One or more
C-34
concrete
None
Shield
Classic
Fiber Roof Board
Classic
APP-TA
APP-TA
APP-TA
232.5
(FULL)
(FULL)
Min. 1.5-inch ACFoam II, ACFoam III,
C-35
Structural
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-Inch SECUROCK Gypsum-
HA
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Multi -Max FA3
Fiber Roof Board
BP AA
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-36
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
APP-TA
APP-TA
-232.5
concrete
Multi -Max FA3
Fiber Roof Board
APP-TA
(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
APP TA
BP AA
AA or APP-TA
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional if
(Optional if using AA
C-38
Structural
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-inch Fesco Board
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-290.0
concrete
Multi -Max FA3
One or more
AA or APP-TA
APP TA
BP AA
(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
APP TA
AA or APP-TA
BP -AA
Min. 1.5-inch ACFoam II; ACFoam III,
(Optional if.
(Optional if using AA'
Structural
Min. 0.5-inch Structodek High
using AA Ply)
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
AA or APP-TA
BP -AA
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 GT" 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 13 of 26
. ; TRINITY' ERID
:• :.
WC Cf tFAiiSCfIF}
CpNe»�iETE DEC�fS NE 0N5TRQ IqN DFt RE(�pOti t
SyTEM 8b ]:1 gtlNLlffp INS4fLAr1ON, BODED R6tltK!~11�gj
- ,'
R VAPPR $ ER BARRIUpTIQt�S EQ NOTE 16;Fo
a
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
No.
Deck
Primer
Type
Attach '
Type
Attach
Base Ply
Ply
Cap Pi
(psi)
Structural '
Min 1.5 Inch ACFoam ]I,' ACFoam III,
(optlonal if .'
using AA Ply)
(Optional If using AA
SBS-AA, SBS-TA,
C-41
ASTM D41
ENR6Y 3, H=Shield, H=Shield CG or
HA
Min. 0'.25-Inch Dens Deck Prime
HA
One or more
138se) One or more BP-
APP-TA
-480.0
concrete
Multi -Max FA3
BP AA
AA or APP•TA
(Optional if
(Optional if using AA
C-42
Structural
ASTM D41
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
APP TA
510.0
concrete.
One or more
AA or APP-TA
BP -AA
7 6 bd pE C}Q� (CEyif Ce p{ a
'' s TAB �i3B' tS UG1 E!.pA! 6kopi46.'ECKS NEW Gb S[TppWf;4,1
BoiVngd sAsrF `sNt;�T,
Roof Cover (Note 1s)
IVIDP
System No.
Deck
Primer
(psf)
Base Ply
Ply
Cap Ply
C-43
Structural concrete
ASTM D41
S.BS-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
Werlor Research and Design, I.I.C. d/b/a Trinity-JERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 49503 GTn 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 14 of 26
TRINI71�IERD
t
CDTIGNdR'�t�ifO�IF'(1'FAROFFj
1'ABf:E4A;LIGHSTTWh�1I7GYNPTECC+,1NC,'BR(ETE�ECKiV�1AfCON$TN[iG��A
_. ,., ... �
System
Deck Llghtwelght
Base insulation Layer
Coverboard ,
Roof Cover (Note'15)
MDP
Type - _-Attach
Type
Attach
Base Ply Ply. _, Cap PlyEd
No.-
(Note 1) Concrete (Note 14)
(psf)
SELF �AbHE{i1N0SY8T�M5N(ITH gASEfN3UIJIT(OMF}NFid'PTIQNA6T_O,PINSULArtItl�{OF�TFiESAME.TYPE
....; ., ;. .- :.�, �3.% .n..,,... •• „ _3.. ..
LWC-1
Structural
Min, 200 psi, min 2-
Min. 1.5-Inch, min. 2.6 pcf Insulfoam
OB500
(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
LWC-2
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
06500
(Optional) Additional
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
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 Insulfoam
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA, APP-
=180.0
.
concrete
2-inch Elastizel_I
pcf
layers of base insulation
more SBS-SA
SA
Structurai
min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
{Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC_4
Min. 200 psi,
95+GL, H-Shield, H-ShieldMulti-Max_
_CR_20- _
-of -base
CR-20 _
5BS_SA
more SBS,SA or.
SA, SBS-TA- _
180.0 _
APP-TA
concrete
_
2 IncFf Elastizell
_
FA3
_
nISO
layers Insulation--
y
or APP-TA
Structural
Min. 200 psi,'min.
0 tional Additional
( P )
CR-20
SBS-SA
(Optional One or
)
SBS-SA, APP-
222.5
LWC-5
concrete
2-Inch Celcore or
Min. 2.0 pcf Insulfoam
CR-20
layers of base insulation
more SBS-SA
SA
Mearlcrete
Min. 200 psi; min.
Min. 1.5-inch ACFoam il, ACFoam III, ENRGY 3, (Optional) Additional
(Optional) One or' SBS-SA, APP-
Structural
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 arAPP-TA
SELF A4FjERING`SYSTfMS:WRH,�KSLIMSUTAT(Ot�A�t1gCOVER8QAH4t•
fl � �
(Optional) One or
SBS-SA APP-
LWC-7
Structural.
Min. 200 psi, min 2-
Min. 1.5-Inch, min. 2.0 pcf Insulfoam
08500
Min. 0.25-Inch SECUROCK
OB500
SBS-SA
more SBS-SA or
SA, S85-TA
120.0
concrete
inch Elastizell
Gypsum -Fiber Roof Board
APP-TA
or APP TA
ne or
SBS-SA, APP-
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam il, ENRGY 3, ISO 95+ GL
OB500
Min. 0:25-inch SECUROCK
OB500
SBS SA
oreSS=S-S
more B SA or
SA, SBS TA
225.0
LW.C-8
concrete
inch Elastizell
or H-Shleld
Gypsum -Fiber Roof Board
APP-TA
or APP-TA
Structural
MIn..200 Psi,.min..
Min.1.5-Inch ACFoam ll, ACFoam III, ENRGY 3,
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
Cit-20
Min 0.25-inch'SECUROCK
CR-20
SBS-SA
(Optional) One or,
more SBS-SA or
SBS-SA; APP-
SA, 565-TA
-180.0
LWC-9
concrete
2-inch Elastizell
FA3 or min, 2.0 pcf Insulfoam
Gypsum -Fiber Roof Board
APP-TA
or ARp-TA
Min. 200 psl, min. MIh.1:5-Inch ACFoam ll, ACFoam III, ENRGY 3
.
Min. 0,25-inch SECUROCK
(Optional),,One or
SBS=SA, APP-
LWC-10
Structural
2-inch Celcore or ISO 95+ GL, H-Shield, H-Shield CG, Muitl-Max
'CR-20
o f Boar
Gypsum Fiber Roof
CR-20 SBS-SA more SBS=SA or
SA, SBS-TA
-222.5
concrete
Mearlcrete FA3 or min 2.0 pcf Insulfoam
AP A
p�
orA Pp TA
•
,. ......,.. �
� r s
a,..s.: :sr �
y{1 vrT
ySBS
`�Y
<
(Optional) One oir
Structural.
,Min, 200 psi, min .2-
Min LS-inch.ACFoam II, ENRGY 3 ISO'95+ GL
OB500
Min 0:25-Inch SECUROCK
OB500
BP -AA
'more BP; AA or APP-
AA SBS-
225,0
LWC-11,•:
,'
cohcrefe :
, . inch Elastizeli
or H-Shield
Gypsum -Fiber Roof Board
APP-TA
TA
1A, APP-TA
Min.1.5=fich ACFoam II, ACFoam lll,'ENRGY 3,
. _
Min 0.25=Inch SECUROCK
-
BP -AA,
(Optlona.l) One or
SBS-AA, SBS-
L1NC 12
Structural
Min. 200 psi, min.
ISO 95+GL, H-Shleld, H-Shield CG,.Multl-Max
CR 20
Gypsum -Fiber Roof Board
CR-20
APP-TA
More BP -AA or APP
TA, APP-TA
180.0
concrete
2-Inch Elastizell
FA3 or min. 2.0 pcf Insulfoam
TA
Exterior Research and DesignJI.C, d/b/a. Trinity l ERD Evaluation Report A42970.10.12-R2 for FLt.6027-RZ
Certificate of Authorization'09503 GM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by, Robert Nieminen, PE-59166 TRI-BUILT Modlfied:.Biturnen Roof Systems; (800) 516-1485 Appendix 1, Page 15 of 26
t�
Y` fk�t
..J TRINITY 1 ERD
TABLE 4A ,LIGHTWEIGHT CONCRETE PECKS NEW CQNSTRUCTION oR�REROOF (TSAR OFsj';, "'
SYST�IV!'fyPEA 1 P!PNI ED RsUL'ATICit�,BOND�b'ttO0FCE7 ER
System Deck
Lightweight
Base Insulation.Layer Coverboard .
Roof Cover (Note 15)
No. (Note 1)
Concrete (Note 14)
Type Attach Type Attach Base Ply
Ply
MDP
Cap Ply (psf)
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) One or
LWC-13
concrete
2-inch Ceicore or
150 95+ GL, H-Shield, H-Shield CG; Multi -Max
CR-20
Min. 0.25-inch SECUROCK
CR-20
BP -AA,
re BP -AA or APP
SBS-AA, SBS-
2 22.5
Mearlcrete
FA3 or min. 2.0 pcf Insulfoam
Gypsum -Fiber Roof Board
APP TA
TA
TA, APP-TA
T LE48 LIGHTVVEIGHTCON�RETEUECKS N UIlGONSTRUC[IONd
n ON RUC ERR O>4Fj 'r ;
Sys'f�nrtTyp�q 2_
yz �MECHANiC1iLLV �lT ACHED ANCWCIR $iiEfT,�#Q IREb (NSAN;f�kyi t 3EQ RQOF CODER'
>u.... ,_ .
System Deck Lightweight Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15)
No. Concrete MDP
(Note 1) (Note 14) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf)
Min.1.5-inch
Min. 22 ga.,
7-inch o.c. at
(Optional) Min.
The�maroof Composite,
p
Type B,
Min. 300 psi
4-inch lap and
1.5-inch
Polytherm Composite or
(Optional if
LWC-14
vented steel
Approved
GAFGLAS
OMG CR
7-inch o.c. in
ACFoam II, H-
HA
min. 0.5-inch Structodek
(Optional if
using AA Base)
SBS-AA, SBS-
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
g y
HA
using AA Ply)
One or more
TA, APP-TA
-45.0
spans
spaced center
Max FA3 or
Roof Insulation or min.
BP -AA
BP -AA or APP-
rows
Polythene
0.75-inch FescoBoard
TA
(homogeneous)
Min, 22 ga.,
7-inch o_c. at
Min. 1.5-inch
LWC-15
Type B,
vented steel
Min. 300 psi
Approved
GAFGLAS
CMG CR
4-inch lap and
7-inch o.c. in
ACFoam I1, H-
(Optional) One
SIRS -SA, APP-
at max. 5 ft
cellular LWC
#75
BSF
two,
tequally
Shield, Multi-
HA
None
N/A
SBS-SA
or more SBS-SA
SA, SBS-TA
-45.0
spaced center
Max FA3 or
or APP-TA
or APP-TA
spans
p
Pl
otherm
y
rows
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization 49503
Prepared by: Robert Nieminen, PE-59166
6r" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 16 of 26
TRIM 1 Y `ERD
TABLE AC L16HTWEIGHT C(iNCRfTE QECKS IVW CONSTRUCTION oR itER00F (TSAR OFF►
SYSTEM TYF�E E' IiIlEC41ANICALLY ATTACHEC3 BASE 54EE f, BONfJE1�RE)E1F CCi1lER
_... ,.. .... r......,.
System
Deck
Base Sheet (Note A below)
Roof Cover (Note 15)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(Note A).
Fasteners
Attach
Base Ply
Cap Ply
(psf)
GENERIC CELLtlIAR.LiGIiTWE1GHTINS6. N'GCQNCREjE,
j
Min. 300 psi, min. 2-inch thick cellular
Min. 22 ga., type B steel
LWC. Note: To qualify the. LWIC under this
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
(Optional)
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
SBSB S-AA, APP-
-45.0
structural concrete
an average withdrawal of53 lbf when
field of the sheet
BP -AA
TA
tested per TAS 105 or ANSI/SPRI FX-1
CEi CORE CELLULAR
k
LIGNT1N61G11T INSULATING COfCRE CE
}
Min. 0.0179-inch
Tensilform S-75 or min.
8-inch o.c. in a 3-inch lap and 16-inch o.c. in
-LWC=17---
-0:0205=inch Tensilfo'rm ---
-Min 200 psi; min: 2=inch thick-Celcore
-g1-gr, 5g or B7
IrufastFM=90_or
-One or -more--
SBS-AA
-37.5
two, equally spaced, staggered rows in the
75 at max. 5 ft spans or
OMG CR BPF
field of the sheet
BP -AA
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
LWC-18
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Celcore
Bi through B12
two, equally spaced, staggered rows in the
SBS-AA
-45.0
structural concrete
OMG CR BPF
field of the sheet
BP AA
Min. 26 ga., type HF
B1, B2, B3, B4,
9-inch o.c. in a 3-inch lap and 9-inch o.c, in
LWC 19
steel at max 5 it spans
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SB5-AA
-45.0
or structural concrete
or B12
field of the sheet
BP AA
Min. 22 ga., type B steel
BI, B2, B3, B4,
7-inch o.c. in a 3-inch lap and 14-inch o.c. in
LWC-20
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, 611
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP AA
Min. 22 ga., type B steel
B1, B2, B3, B4,
9-inch o.c. in a 3-inch lap and 9-Inch o.c, in
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
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP AA
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
Bl or B2
two, equally spaced, staggered rows in the
BP -AA or APP-
-45.0
structural concrete
Nail
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
82 (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
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
B2
Trufast FM-90
8-inch o.c. in a 4-inch lap and 8-Inch o.c. in
BP -AA or APP-
SBS AASBS
,
-60.0
structural concrete
three equally spaced, staggered center rows
TA
TA or APP-TA
Min. 22 ga., type B steel
B2 (with poly-
8-inch o.c. In a 4-inch lap and 8-inch o.c, in
One or more
SBS-SA,'APP-
LWC-25
at max 5 ft spans or
Min, 300 psi, min. 2-inch thick Celcore MF
Trufast FM-90
SBS-SA or
SA, SBS-TA
-60.0
structural concrete
film top surface)
three equally spaced, staggered center rows
APP-TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6T" EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 17 of 26
TRINITY = ERD
TA
• , , BLE4C LIGWTWEIGHT CONCRETE DECKS :NEW CONS'[RUCTIQN oR REROOF TEAR OFF}
5YSTENI TYpE E;: ME 'HANICALLY`ATTA"' ' I BASE HEFT, BAND 11g00 coVER
System
'Deck
Base Sheet (Note A below)
Roof Cover (Note 15)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min.•22 ga., type B steel
Trufast FM-40
-7-inch o.c. in a 3-inch lap and 7-inch o.c. in
LWC-26
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore
BS through B12
or
two; equally spaced, staggered rows in the
One or more
SBS-AA
-75.0
structural concrete
OMG CR BPF
field of the sheet
BP -AA
Min. 22 ga., type B steel
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-Inch thick Celcore MF
Polyglass
Trufast FM-260
10-inch o.c. in a 4-inch lap and 10-inch o.c. in
(Optional) BP-
SBS-AA, SBS-
structural concrete
Elastobase Poly
Y
three equally spiced, staggered
q Y P center rows
AA or APP-TA
TA, APP-TA
-90.0
EtasrtzELLGetIULARLIGN7WEIGFiTINSUlATiNGCONCR�TE .77
4...
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
LWC-28
----
0.0205-Inch Tensilform
-Range II-- - _ _ _ _
_B1-throu h.B12—_
g
--
OMG CR BPFggered
—in-two,-equally-spaced, sta rowsin the—
BP=AA or APP=
SBS=AA,.SBS-
-_ _ _
30.0
75 at max. 5 ft spans or
field of the sheet
TA
TA or APP-TA
structural concrete
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-SA, APP-
LWC-29
0.0205-inch Tensilform
Range II
film top surface)
OMG CR BPF
in two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-30.0
75 at max. 5 ft spans or
field of the sheet
APP-TA
or APP-TA
structural concrete
LWC-30
Min. 22 ga., type B steel
at max 5 ft s
spans or
Min. 200 psi, min. 2-Inch thick Elastizell
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
r
One omore
SBS-AA, SBS-
P
Range II
Bl through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
-45.0
structural concrete
field of the sheet
TA
TA or APP-TA
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
One or more
SBS-SA, APP-
LWC-31
at max 5 ft spans or
Range II
g
film top surface)
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 a., e B steel
g type
Min. 350 psi, min. 2-Inch thick Elastizell
with Zell -Crete Fibers, supple -mentally
Trufast Twin Loc-
6-inch o.c. In a 4-inch lap and 6-inch o.c. in
SBS-AA, SBS-
LWC-32
at max 5 ft spans or
P
attached with Roofgrip #21 and 3-inch
B2
Nails (min. 1.8-
three, equally spaced, staggered rows in the
One or more
TA, SBS-SA,
-60.0
structural concrete
plates at 1 per 8 ft2
inch)
field of the sheet
BP -AA
APP-TA or
APP-SA
Min. 22 a., type B steel Min. 350 psi, min. 2-inch thick Elastizell
g 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, APP-
LWC-33
at max 5 ft spans or
P
attached with Roofgrip #21 and 3-Inch
film top surface)
Nails (min. 1.8-
three, equally spaced, staggered rows In the
SBS-SA or
SA, SBS-TA
-60.0
structural concrete
plates at 1 per 8 ft2
inch)
field of the sheet
APP-TA
or APP-TA
MFARLCREr�k'ftLfjLA
IIGHTWEIGfITIfVSUU1TIFIGCONCRETE :`•
`Y' r.
Min. 24 ga., type B steel
Trufast FM-90
7.5-inch o.c. in a 3-inch lap and 10-inch o,c.
LWC-34
at max 5 ft spans or
Mln. 200 psi, min. 2-inch thick Mearlcrete
81 through B12
or
_
in two, equally spaced, staggered rows In the
One or more
SBS-AA
30.0
structural concrete
OMG CR BPF
field ofthe sheet
BP -AA
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
6M EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 18 of 26
TRINITYERa
TABLE AC LIGHTWEIGN TO ONCRETE DECKS NEW CONSTRUCTION oR REROOF (TEaa OFF):.
-S'iST M TYpE E MECHANICALLY`ATTACFIEC� BASS Sf�EE C, BONbED R00f�C01lER T;• R
System
Deck
Base Sheet (Note A below)
Roof Cover (Note 15)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MD
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. 22 ga,, type B steel
Trufast FM-90
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
LWC-35
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B1, 82 or B12
or
two, equally spaced, staggered rows in the
BP -AA or APP-
SBS-AA, SBS-
-45.0
structural concrete
OMG CR BPF
field of the sheet
TA
TA or APP-TA
LWC-36
Min. 22 ga., type B steel
at max 5 ft spans or
P
Min. 300 psi, min. 2-inch thick Mearlcrete
P
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
two, equally spaced, staggered rows in the
One or more
SBS SA
SBS-SA, APP-
structural concrete
film top surface)
OMG CR BPF
field of the sheet
or
APP-TA
SA, SBS-TA
or APP-TA
45.0
Min. 22 ga., type B steel
B3, 82, B3, 87 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One"or more
LWC-37
at max 5 ft spans or
P
Min. 300 psi, min. 2-inch thick Mearlcrete
P
611
two, equally spaced, staggered rows in the
BP -AA or APP-
SBS-r A, SBS-
-52.5
structural concrete
OMG CR BPF
field of the sheet
TA
TA or APP-TA
LWC-38 - -
Min. 22 ga., type B steel
-at-max 5-ft s ans or
P
_ _
-Min. 300 si, min. 2-inch thick Mearlcrete
P
32 (with poly--- —
-Trufa3t FM=90 or —
_7-inch-o.c_ina-4-inch-lap and-7-inch o:c. in--
two, equally spaced, staggered rows in the
One -or more-
SBS-SA or
-SBS=SA, APPT
SA, SBS-TA
structural concrete
film top surface)
OMG CR BPF
field of the sheet
APP-TA
or APP-TA
-52.5
A. Base Sheets options are coded as follows:
Bl: Polyglass G2 Base; 132: Polyglass Elastobase or Polyglass Elastobase Poly; 83: GAFGLAS #75; 84: GAFGLAS Stratavent Noilable Venting Base Sheet; 65: GAFGLAS Ply 4; 66: GAFGLAS FlexPly 6; B7: JM Perma Ply
No. 28; 138: JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier, B11: Tamko Glass -Base; B12: Tamko Vapor -Chan
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 19 of 26
TRINITY f ERD
c !AkE& CEMENTITIOUSWOOfjFIBE(tbECK5 .NEW,GONSTRUCTfONQtt;REROOF(TEAROFF)
SYSTEM TYPE &I BONOEa INSiJLAfION, t 0NDE6ROOF Cb1iER '
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. 1.5-inch ACFoam II,
"Min. 0.25-inch Dens Deck, Dens Deck Prime,
CWF-1
Min. 2.5-inch Tectum
ISO ld,
D-IS or
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
(Optional) One or
585-AA, SBS-TA,
Plank or Tectum LS Plank
therm, ENRG
Polytherm, ENRGY-3
OB500
inch Structodek High Density Fiberboard Roof
OB500
BP -AA
more BP -AA or APP-
APP TA
-45.0
Insulation
CWF-2
Min. 2.5-inch Tectum
Min. 1.5-inch ACFoam II,
ISO 95+GL, H-Shield,
D-IS or
Min. 0.25-inch Dens Deck, Dens Deck Prime,
D-IS.or
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA;
Plank or Tectum LS Plank
Polytherm, ENRGY-3
OB500
SECUROCK Gypsum -Fiber Roof Board
OB500
APP-TA
more SBS-SA or
APp_TA, APP-SA
-45.0
APP-TA
Min. 2.5-inch Tectum
Min. 1.5-inch ACFoam 11,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-3
Plank or Tectum LS Plank
ISO
CR-20
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
inch Structodek High Density Fiberboard Roof
CR-20
BP -AA
more BP -AA or APP-
SBS-AA, SBS-TA,
52.5
therm, ENRGH-Shl-3
Polytherm, ENRGY3
TA
APP TA
Insulation -_------_------
_--
_--
--- -
_ -
- -
CWF-4
— - --- - —
Min. 2.5-inch Tectum
Min.1.5-inch ACFoamll,
ISO 95+GL, H-Shield,
CR-20
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA,
Plank or Tectum LS Plank
Polytherm, ENRGY-3
SECUROCK Gypsum -Fiber Roof Board
CR-20
APP-TA
more SBS-SA or
gpp_TA, APP=SA
5I
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity)ERD
Certificate of Authorization 49503
Prepared by: Robert Nieminen, PE-59166
6'" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page, 20 of 26
@ ERA
TRINITY
TABLE`$B CEMENTITIOUS WOOD FI¢ER DECKS NEW EONSTRUCLION oR REROOF(teAR OFF);
SYSTEMTYP6A 2 MEGWANICAf LY`ATTA CHED ANC14! SHEET, BONDED If�SU(AjION�i30ND6D ROCrFCOVER
.. ,.
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
(PA
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)
Elastobase,
Trufast
lap and 12-Inch o.c.
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
CWF-5
Tectum Plank
Polyglass
Inuldek
in two, equally
III, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One A more
SBS-TA,
-30.0*
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
ShieIS0ld, ENGL,
Shield, ENRGY 3,
min. 0.5 fnch Structodek High
BP -AA or
APP TA
Plank
Polytherm or Multi-
APP TA
Polyglass G2 Base
center rows
Density Fiberboard Roof
Max FA3
Insulation
Polyglass
9-Inch o.c. in 4-inch
Min. 1.5-Inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 12-inch o.c.
, ACFoam 11ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
in two, equally
III, 1S095+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-30.0*
or Tectum LS
Elastobase.Poly,-
Loc_Nail_.___spaced,
staggered —_
ShieldENRGY 3
, ,
_ _ __—
_Fiber Roofeoard----
---
TA ----------
SBS-SA or
-------
APP-TA,
-
- - -
-
Plank- -- __
Polyglass G2 Base
center rows
Polytherm or Multi-
APP-TA
APP-SA
Max FA3
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum -
(Optional)
Elastobase,
Trufast
lap and 18-Inch o.c.
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
CWF-7
Tectum Plank
Polyglass
Twin
in two, equally
III, H-,
HA
FescoBoard (homogeneous) or
HA
BP -AA
One more
SBS-TA,
-45.0*
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
, ENRGY 3GL,
Shield,
min. 0.5-Inch Structodek High
BP -AAA or
APP-TA
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
Density Fiberboard Roof
APP-TA
Max FA3
Insulation
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 18-inch o.c.
, ACFoam 11ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-8
Tectum Plank
Polyglass
Twin
in two, equally
III, 15095+GL, H
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-45.0*
or Tectum LS
Shield ENRGY 3,
SBS-SA or
APP-TA,
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
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 IERD I Evaluation Report A42970.10.12-R2for FL16027-R2
Certificate of Authorization k9503 6Tri 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
k TRINITY ERD
1ABLE SC .CEMENTITIOUSWOOdFlBER DECKS NEW CbNSTRUCTION REROOF, �TPAtt QFF) oR RECOVER -
SYSTEM TYPE B:r BASE_(NSUEAj ION BOfUCtEb Tap INSUTAT(ON` BOND:E17 006 <
;MECHANICALLY-ATTAGWED !_........, .,_... t.
- _ �. COVER ti..
System
Deck (Note 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Fasteners
Attach
Type
ttach
Base Ply
Ply
Cap Ply
(psf)
Min. 2.5-inch
Min. 2-inch H-
OMG Polymer GypTec Plate
Min. 0.5-inch Structodek
fHA
(Optional if using AA
SBS-AA,
CWF-9
m
TectuPlank or
Shield or
with Polymer GypTec or TruFast
1 per 4 ft2
High Density Fiberboard
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0*
Tectum LS Plank
Polytherm
TL 3 in. Plate with TL Fastener
Roof Insulation
AA Ply) BP -AA
or APP-TA
APP-TA
t .
.. :` TP(BL 5D 'GEMENfi111dU5Ir000D 1,110ER6E KS , NIEW OiVSTRUCT)bN :RERbE7F TEAR Os R V T :; r
MECHAf�iCAMYtON; BONdE6
System
Deck (Note 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15).
MDP ,Y
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
(psf)
Min. 2.5-inch
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck Prime
WF-10--
Tectum Plank -or-
molayers, any
re
orSECUROCK Gypsum -Fiber Roof_Board-or
Trufast Twin-Loc-Nails—
-2--(Optional-if-using--
(Optional if using AA
SBS=All,
--
Tectum LS Plank
combination, loose
min. 0.5-inch Structodek Hi h
High y
(min. 1-inch embedment)
1 per 2 ft
AA Ply) BP -AA
Base) One or more BP -AA
SBS-TA,
-45.0*
laid
Fiberboard Roof Insulation
or APP-TA
APP-TA
' TABLE 5E CEMENTITVIf
1OUS OQD FIBER,4ECK5; ;VIEW Co , STRUGTIOQR,REROOF TEAR OfE
SYSf EM;� YPE E'; N N�( IS I fATt D, M CWdh)I�AL�;Y AT'f EiED BRVSE-S IEET SONOEd aC OP G(1VE 'u 1
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MDP
Base
Fasteners
Attach
Base Ply
Cap Ply
No.
(psf)
CWF-11
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,
or Tectum LS Plank
Poly, Polyglass G2 Base
Loc-Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
-30.0*
CWF-12
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,
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
45,0*
Exterior Research and Design, I.I.C. d/b/a Trinity (ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization k9503 6M EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 22 of 26
r
t TRINTY ERD
>`TABLE 6A GYPSUM DECKS REROAF (TEAR=QFF� _ -
;. SYSTEM;TVPEA 1 gdNbED INSULATIdN, BdNDED RdOFCOVER
System
Deck (Notes 1 & 12)
Base Insulation Layer
Top Insulation Layer
Roof Cover Note 15
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(psf)
G-1
Existing, sound poured gypsum
Min. 2.0 pcf, Insulfoam
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) One
SBS-$A, APP-SA
-112.5
or gypsum plank deck
insulation
or more SBS-SA
G-2
Existing, sound poured gypsum'
Min. 1.5-inch ACFoam 11, ENRGY 3 or
(Optional) additional layers(s) of base
(Optional) One
SB5-SA, APP-SA,
or gypsum plank deck
H-Shield
OB500
insulation
08500
SBS-SA
or more SBS-SA
SB5-TA or APP-TA
-112.5
or APP-TA
G-3
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11 ENRGY 3 or
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One
SBS-SA, APP-SA,
or gypsum lank deck
p
H-Shield or min. 2.0 pcf, Insulfoam
p
OB500
Fiber Roof Board
OB500
SB5-SA
or more SBS SA
SB5-TA or APP-TA
112.5
or APP-TA
G-4
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
or gypsum plank deck
H-Shield or Multi -Max FA3
M-OSFA
insulation and/or min. 0.25-Inch
M-OSFA
SBS-SA
or more SBS-SA
SB5-TA or APP-TA
-202.5
_ SECUROCK Gypsum -Fiber Roof Bo.ard__
_ _
------or-APP-TA
- ----
--
G 5
Existing, sound poured gypsum
or deck
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
gypsum plank
insulation
or more SBS-SA
G-6
Existing, sound poured
g p gypsum
or gypsum lank deck
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
P
Fiber Roof Board
SBS-TA or APP-TA
or APP-TA
Min. 0.25-inch Dens Deck, Dens
(Optional
(Optional if using
G 7
Existing, sound poured gypsum
Deck Prime or SECUROCK Gypsum-
CR-20
None
N/A
if using
AA Base) One or
SB5-AA, SBS-TA,
or sum lank deck
gyp p
Fiber Roof Board
AA Ply)
more BP -AA or
APP-TA
-245.0
BP -AA
APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of base
(Optional) One
G-8
or gypsum plank deck
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-SA, APP-SA,
-257.5
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
GM EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-149S
Evaluation Report A42970.10.12-R2 for FL36027-112
Revision 2: 09/25/2017
Appendix 1, Page 23 of 26
TRINITY ERD
V,TABLE 66 GYPSUM DECKS.466615, T
y'
EM PE" 01 D
A-2 E,
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
System
Deck
No.
(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-
Existing, sound
Trufast FM-
Inch lap and 18-
ACFoam 11, ACFoam
(optional)
Elastobase,
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
G-9
poured gypsum
Polyglass
75 or FM-
Inch o.c. in.two,
III, IS095+GL, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One or more
SBS-TA,
-45.0*
or gypsum
Elastobase Poly,
90 or Twin
equally spaced,
Shield, ENRGY 3,
min. 0.5-inch Structodek High
BP -AA or
APP-TA
plank deck
Polyglass G2 Base
Loc-Nails
staggered center
Polytherm or Multi-
Density Fiberboard Roof
APP-TA
rows
Max FA3,
Insulation
EARVFF 011; Kt V.s.
F.
WK T "A
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MD_
No.
Deck (Note 1)
Layer
(Psf)
Type
Fasteners (Note 11)
Attach
Base Ply
Ply
Cap Ply
.
Min. 0.25-inch Dens Deck, Dens Deck
) one or
(Optional)
Existing sound
Prime or SECUROCK Gypsum -Fiber
Trufast Twin Loc-
(optional If
G-10
poured gypsum or
more layers, any
Roof Board or min. 0.5-inch .
Nails (min. 1-inch
I. per 2 ft'
using AA Ply)
(optional if using AA Base) one
SBS-AA, SBS-
-45.0*
combination, loose
or more BP -AA or APP-TA
TA, APP-TA
gypsum plank deck
Structodek High Density Fiberboard
embedment)
BP -AA
laid
Roof Insulation
bidi Uk k(W 64 F
x4
MI.' RT xx'
System
Base Sheet
Roof Cover (Note 15)
MD
Deck (Note 1)
No.
Base
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(psf)
Existing sound poured
Polyglass Elastobase, Polyglass Elaitobase
Trufast FM-75 or FM _90jo,
9-inch h .c. in 4-inch lap and 18-inch o.c. in
9
(optional) One or more`
SBS-AA, SBS-TA,
G-11
gypsum or gypsum
Poly, Polyglass G2 Base
Twin Loc-Nails
two, equally spaced, staggered center rows
BP -AA or APP-TA
APP-TA
-45.0*
plank deck
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization k9503 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 24 of 26
TRINITY . ERD
TABLE 7At:`RECOVER?APPLICATI6NS
_ • :,SYS TYKE A 4 ON, BONDEb F(60 CdUER
TEM
. - .. ;BONDEDINSUlATI
System
Substrate
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MID
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-1
as haltic roof
Min. 1.5-inch Multi -Max FA3
D-IS
insulation and/or min. 0.2S-inch
D-IS
SBS-SA
SBS-SA
-67.5
p
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
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
R-3
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
asphaltic roof
2.0 pcf Insulfoam
D IS
Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
90.0
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-4
asphaltic roof
Min. 1.5-inch ACFoam II or ENRGY 3
DAS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
-90.0
SECUROCK Gypsum -Fiber. Roof Board
585-SA or APP-TA
SBS-TA or APP-TA
R-5
Existing
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
(Optional) additional layers of base
OB500
SBS-SA
(Optional) One or mare
SBS-SA, APP-SA
-120.0
asphaltic roof
insulation
SBS-SA
R-6
Existing
Min. 1.S-inch, min. 2.0 pcf Insulfoam
OB500
Min. 0.25-inch SECUROCK Gypsum -Fiber
OB500
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
Existing
Min. 1.5-inch ACFoam II, ENRGY 3 or H-
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
7
asphaltic roof
p
Shield
OB500
insulation and/or min. 0.25-inch
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-127.5
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 1.5-inch ACFoam II, ENRGY 3, H-
M-
(Optional) additional layers(s) of base
M
(Optional) One or more
SBS-SA, APP-SA,
R 8
asphaltic roof
Shield or Multi -Max FA3
OSFA
insulation and/or min. 0.25-inch
OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-157.5
SECUROCK Gypsum -Fiber Roof Board
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-10
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
SBS-SA or APP-TA
SBS-TA or 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
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-11
asphaltic roof
ISO 95+GL, H-Shleld, H-Shield CG or ENRGY
CR-20
insulation and/or min. inch
CR-20
SBS-SA
SBS'-SA or APP-TA
SBS-TA or APP-TA
240.0
3
SECUROCK Gypsum -Fiber Roof
er0.Roof Board
(Optional) additional layers(s) of base
R-12
Existing
Min. 2-inch ACFoam II, ENRGY-3 or H-Shleld
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
(Optional).One or more
SBS-SA, APP-SA,
-247.5
asphaltic roof
SECUROCK<Gypsum-Fiber Roof Board
SBS SA orAPP-TA
SBS-FA or APP-TA
Min. 0.25-inch Dens Deck, Dens Deck
R-13
Existing
Min. 1.5-inch Multi -Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
BP -AA SBS=
(Optional) One or more
SBS-AA, SBS-TA or
67,5
asphaltic roof
Board
SA, APP-TA
BP -AA or APP-TA
APP-TA
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch'Dens Deck, Dens Deck
BP -AA SBS-
(Optional), One or more
SBS-AA, SBS-TA or
R-14
asphaltic roof
2.0 pcf Insulfoam
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
g0:0
Board- -
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970,10.12-R2 for FL16027-112
Certificate of Authorization 90503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/2S/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 25 of 26
�r S
{ TRINITYRD
TABLE 7A :RECOVERAPPL(CATIONS
_. SYSTEMTYP v.BONDS.DINSULATION,#PNDEDR00FCO ,
System
Substrate
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
R-15
Existing
Min. 15-inch ACFoam II, ENRGY 3, H-Shield
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
asphaltic roof
or ISO 95+GL
OB500
Prime or SECUROCK Gypsum -Fiber Roof
OB500
SA, APP-TA
BP -AA or APP-TA
APP-TA
-127.5
Board
R-16
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
asphaltic roof
or Multi -Max FA3
OSFA
Roof Board
OSFA
SA, APP-TA
BP -AA or APP-TA
APP-TA
-157.5
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
R-17
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
BP -AA
BP -AA
SBS-AA
-225.0
3 or min. 2.0 pcf Insulfoam
_
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
R-18
Existing
min. 1.3-Inch ACFoam III or min. 1.0-inch
CR-20
Min. CL- 5-Inch SECUROCK-Gypsum-FibeP
(Optional) One-ormore-TA
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
Roof Board
CR-20
APP-TA
APP-TA
TA
232.5
3 or min. 2.0 pcf Insulfoam
IAgLE7B RE COVERAPPLICA�IONS t '
{
SfSTENI TYPE F+ � r ; '
, ,,. _,.. ..:. : , • . _. , - ,. ;'.' -;� , L NOAI°1NSl1LATEDwBONOE[��BASESHEETv8OM1i0�0ROQF�CON�Ft � � r
System
Deck
Primer
I
Roof Cover (Note 15)
MOP
IBase Ply
Ply
Cap Ply
No.
(psf)
R-19
Existing
asphaltic roof
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
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 6rn EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Page 26 of 26