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Tri-Built Materials Group, LLC
Category: Roofing
Subcategory: Modified BitumQn. Roof System
John W. Knezevich, PE
(954) 772-6224
Approved
History
+Approved by DBPR. Approvals by DBPR shaill be reviewed and ratified by the POC and/or the Commission it
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS .
REQUIRE® BY FIELD INSPECTORS THAT
�; ;'- MAY SR NECESIRARY iN,OAQER T® 3
®��iPLi�
\l TRINITY I ERD
REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1495
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
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: J
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 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 Rep,
Quality Assurance documentation changes,
this Evaluation Report by the named cliel
changes or the referenced Quality Assurane
Evaluation Report relative to updated Code
ADVERTISEMENT: The Evaluation Report num
advertising literature. If any portion of the
INSPECTION: Upon request, a copy of this eni
its distributors and shall be available for ins
This Evaluation Report consists of pages 1
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida-0CA
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I
in any company manufacturing or distributing p
2. Exterior Research & Design, LLC. d/b/a Trinit
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will ai
which the evaluation reports are, being issued.
4. Robert Nieminen, P.E. does not have, nor will a
product.
5. This is a building code evaluation. NeitherTrii
project on which this Evaluation Report, or pre
specifically for that purpose.
t is valid until such time as the named product(s) changes, the referenced
r provisions of the Code that relate to the product change. Acceptance of
constitutes agreement to notify Robert Nieminen, P.E. if the product
documentation changes. Trinity) ERD requires a complete review of this
Rquirements with each Code Cycle.
er preceded by the words "Trinity I ERD Evaluated" may be displayed in
/aluation Report is displayed, then it shall be done in its entirety.
-e Evaluation Report shall be provided to the user by the manufacturer or
action at the job site at the request of the Building Official.
4, plus a 26-page Appendix.
STAM
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
ID does not have, nor does it intend to acquire or will it acquire, a financial interest
ducts it evaluates.
I ERD is not owned, operated or controlled by any company manufacturing or
a financial interest in any company manufacturing or distributing products for
a financial interest in any other entity involved in the approval process of the
I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
Is versions thereof, is/was used for permitting or design guidance unless retained
ROOFING. SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modifii
Compliance Statement: TRI-BUILT
LLC, have demonstrated compliance
through testing in accordance with t
and Limitations / Conditions of Use s
2. STANDARDS:
r)0
�l TRINIIYJERD
I Bitumen Roof Systems
lodified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
with the following sections of the a Edition (2017) Florida Building Code
following Standards. Compliance is subject to the Installation Requirements
: forth herein.
Section
Pro a
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:
gniity
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
P3759M7.13-1
07/02/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
0D3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867.)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867.)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867),
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, I.I.C.
Evaluation Report A42970.10.12-RZ
Certiflcate of Authorization #9503
0 EDITION (2017) FBC NON-HVHZ EVALUATION
FL16027-R2
TRI-BUILT
Modified Bitumen Roof Systems; (800) 516-1485
Revision 2: 09/25/2017
Page 2 of 4
EntitV
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI (TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
UL LLC (QUA9625)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical 'properties
Physical Properties
Physical Properties
Physical broperties
HVHZ C Impliance
Proposall for Review
Quality. Control
Quality Control
Quality Control
M,1�
'\J TRINITY I ERD
Reference
3023458
3030668
3032172
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
Various NOAs
10-0823
ML Agreement
ML Correlation, R27202
Service Confirmation, R14571
Date
07/18/2006
09/12/2007
06/12/2009
12/04/2007
01/28/2008
02/27/2008
12/04/2008
Various
10/12/2010
02/27/2012
08/20/2012
Exp.10/06/2018
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1 Rolf -Goods for TRI-BUILT Modified' -Bitumen Roof Systems .
1, ;_ ..
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
S
I
TriBuilt SBS Granular
ASTM D6164
G
I
TriBuilt 5A 59S Cap
ASTM D6164
G
I
APP Membranes
TnBuilt APP Smooth
ASTM D6222
S
I
iBuilt APP Granular
ASTM D6222
G
RnBuiltSA APP Cap
ASTM D6222
G
1
S. LIMITATIONS:
5.1 This is a building code eval ation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design. guida�nce unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exIceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system. evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations; the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and. 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-19, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29'(January 2016) for Zone 2/3 enhancements.
Exterior Research and Design, LLC: Evaluation Report A42970.10.12-RZ
Certificate of Authorization #9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUIL7 Modified Bitumen Roof Systems, (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
5.8 For assemblies with all comp
assembly shall meet or excee
rational analysis is permitted
5.9 For mechanically attached ins
existing deck for withdrawal r
to the minimum requirement
FX-1 or Testing Application. S
5.10 For bonded insulation or me.9
existing deck or existing roof 1
any surface conditions exist t
with ANSI/SPRI IA-1, ASTM E
124 shall be conducted on mD
5.11 For bonded insulation or mE
system shall be capable of r
Authority Having Jurisdiction,
Loss Prevention Data Sheet 1
5.12 Metal edge attachment (exce
FBC Chapter 16 and tested for
RAS 111, except the basic
1609.3(3).
5.13 All products in the roof assem
6. INSTALLATION:
F)o
\JTPJNITYIERD
Dnents fully bonded in place, the maximum design pressure for the selected
d critical design pressure determined in accordance with FBC Chapter 16. No
or these systems.
ulation or membrane over existing roof decks, fasteners shall be tested in the
asistance. A qualified design professional shall review the data for comparison
s for the system. Testing and analysis shall be in accordance with ANSI/SPRI
andard TAS 105.
ibrane over existing substrates in a re -roof (tear off) or recover installation, the
urface shall be.examined for compatibility with the adhesive to be installed. If
hat bring system performance into question, field uplift testing in accordance
107, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
ck-ups of the proposed new roof assembly.
!mbrane over existing substrates in a recover installation, the existing roof
:sisting project design pressures on its own merit to the satisfaction of the
as documented through field uplift testing in accordance with ASTM E907, FM
•52 or Testing Application Standard TAS 224.
pt gutters), shall be designed and installed for wind loads in accordance with
hresistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
rind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
shall have quality assurance in accordance with FAC Rule 61G20-3.
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 fo 1 determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:.
As required by the Building Official
this product.
8. MANUFACTURING PLANTS:
Contact .the noted QA agency for
requirements.
9. QUALITY ASSURANCE ENTITY.,
UL LLC— QUA9625; (314) 578-3406, k.c
- THE 26-PAGES THAT
Exterior Research and Design, I.I.C.
Certificate ofAuthorization #9503
TRI-BUILT
Having Jurisdiction in. order to properly evaluate the installation of
information on product locations covered for F.A.C. Rule 61G20-3 QA
us.ul.com
PART OF THIS EVALUATION REPORT -
Evaluation Report A42970.10.12-R2
(2017) FBC NON-HVHZ EVALUATION FL16027-R2
W Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 4 of 4
`J TRINITY ERD
JIPPENpIX l: ATTACHMENT REQUIREMENTS FOR WINb UPLIFT RESISTANCE
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
IA-2
Wood
New, Reroof (Tear -Off) or -Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
18
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. Attachedlnsulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1E-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E-2
Wood
New, Reroof.(Tear-Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
-_.._
__ New or_Reroof...(Tear-Off)-_.__. -___.�
F' 4 w
Non-lnsulated,:Bonded,Roof Cover-,
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover_
D
Prelim.Attached-Insulation,.Mech. Attached.BaseSheet,-Bonded•Roof Cover
0-
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Oft)
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
51)
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23
68
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
78
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
The following notes 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:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published Installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.C. Rule 61G2D-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, I.I.C. d/b/a Trfnityl ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 49503 6' EDITION (2017) FBC NON.HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
TRINITY I ERD
Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greaterconfiguration 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 at25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide.ribbons,l2-inch o.c.
➢ OMG'OlyBond 500 (08500): Continuous0.75 to 1-Inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 Is referenced.
OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢ Note: When multiple loyers(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 thelnsulatioahoard-sholl.be_not.less-than-one-half-the-specified ribbons -spacing.
Unless otherwise noted, all insulations are flat stock or taper board.of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP) limitations. In no case shall these values be used 'to'increase' the MDP listings In the tables; rather If MOP listing below meets or exceeds that listed fora particular system In the tables, then
the thinner board listed below maybe used as a drop -in for the equivalent thicker material listed in the table:
Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (013500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GQ
OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf .(Min. 0.5-InchthIck.ACFoam II)
➢ ICP Adhesive &Sealants ClIwW: MDP -117.5 psf (Mln.1.0-inchthick)
8. Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth In Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) forZone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected. assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be In accordance.with ANSI%SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL36027-112
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 2 of 26
JTRINITY ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1 TRI BUILT RooF CovERs
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type 11
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
(Base and Ply sheets,.Asphalt-Applied)
SBS-AA
Cap Ply
TriBuIltSBS Granular
HA at20.40lbs/square
(SBS, Asphalt -Applied).
SBS-TA
(SBS, Torch -Applied)
Cap Ply
TriBuiltS85 Granular
Torch -Applied
SBS-SA
Base Ply
TriBuilt SA SBS Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
Base Ply or Ply
I TrlBUIIt APP Smooth
Torch -Applied
-Cap Ply
TriBuilt APP Smooth, TriBuilt Granular
APP,-Torch-A lied
- ( pp }—
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
applies:
•VAPORBARRIER,DPTIONS;STRUCTURAL;;CONCRETEDECRpADHEREDINSUWTIONPEnTABLE3A:,
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBullt SASBS Base
Self -Adhering
Inta-Stik or CR-20,12-Inch o.c.
-60.0
VB-2'.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Insta-Stik,12-inch o.c.
-75.0
VB-3.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive,12-inch o.c.
-157.5
VB-4.
ASTM D41
'TdBuilt SA SBS Cap
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-S.
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, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 99503 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 3 of 26
�.1 I RINITY I ERD
- � ` . � ' � r � T LE lE-2 WOOD DECKS=NEW CONSTRUCTION, REROOF (TeAR OFF) oR RecoveR r - `
SYSTEM TYPE E, 'NON^INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED.RQ F COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck,(Note 1)
(Psfl
Base
Fasteners
Attach
Base Ply
Cap Ply
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.
CertalnTeed ,
PolyPolyglass G2 Base,
Roofgrip #1.4, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
24inch spans
Glasbase firestone MB Base„JM Perma-
or TruFast MP-3 with TruFast HD
center rows
APP-TA
TA, APP-TA
ply 28,.Tamko Glass Base or GAFGLAS #75
Min. 19/32-inch
Polygiass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP -One
12-inch o.c. In lap and 12-inch
or more SBS-
SBS-SAAPP-
,
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast HD
o.c. in two, equally spaced, staggered
SA
SA; SBS-TA or
-$2.5 *
24inch spans
center rows
APP-TA
Min.19/32-Inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-Inch o.c: In 4-Inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W-3—
-plywood atmax
Elastobase Poly
Roofgrip #12
-o:c-.In-two,-equallyspaced� staggered—
-more BP-AA-or—
TA, APP TA
--60:0—
24=inch spans
center rows
APP-TA
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
OM6 Flat Bottom Plates (square) with
12-Inch o.c.'in 4-Inch. lap and 12-inch
One or more
SBS-SA, APP-
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip 012
o.c. In two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0
24-inch spans
center rows
APP=TA'
•" TABLE iF :WOOD DECKS NEW CONSTRUCTION oR RERQOF (TFeiR-OFF) r
SYSTEM TYPE F. NOWINSULATED, BONDED ;ROOF COVER
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
CapTly:
No.
(PA
�^
z_
Min .15/32=Inch plywood> t
{Optional),ASTM.D41
None i
SBS-SA,,
$(Optonal) SB5 SA Sri t
._SBS SA .APP SA;:S85 TA. ---
'� _90d0�,�
-
;at max 24inch spans
Y.-
v�T
APP TA_,, ?
orAPP TA i
W-6
Min.15/32=Inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips ofTriBUiit SA
Tri Built SA SBS Base
(Optional) SBS=SA'or
•SBS-SA, APP-SA, SBSTA
-97.5
at max. 24inch spans
SBS Base, rolled into place to create continuous,bond.
APP-TA
orAPP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization #9503 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