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Code Version 2017 FL# 16027
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FL#
Tyne
Manufacturer
Validated By
Status
FL16027-112
Revision
Tri-Built Materials Group, LLC
Category: Roofing
Subcategory: Modified Bitum@n Roof System
John W. Knezevich, PE
(954) 772-6224
Approved
History
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POCand/or the Commission If necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 856-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibliity Statement :: Refund Statement
Under Florida law, email addresses are public records. If youdo not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office byphone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective. October 1, 2D32, licenseeslicensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emalls provided may beused for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
THESE PLANS AND ALL PROPOSED WORK
Credit Card ARE SUBJECT TO ANY CORRECTIONS
Safe REQUIRED BY FIELD INSPECTORS THAT t
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` TRINITY I 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 #9503
353 Christian Street
Oxford, CT.06478
(203) 262-9245
Evaluation Report A42970.10.12-112
FL16027-R2
Date of Issuance:l0/23/2012
Revision 2: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if'the product
changes or the referenced. Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code -requirements with each Code Cycle. .
ADVERTISEMENT: The Evaluation Report number preceded by the words `Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shalt be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
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The facsimile seal appearing was authorized by Robert Nieminen,
P.E. an
09125/2017. 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.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building Code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITYE ER®
F
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 6th Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
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:
knilly
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13160.09.09
09/10/2009
ERD(TST6049)
FNI4470/4474
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 P.ropertles
P37590.07.13-2
07/01/2013
ERD (TST6049).
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
1)37590.07.13>1
07/02/2013
ERD (TST5049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.1-3
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
06/22/19,99
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
300133.4
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(TSTA67)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Apo rovals(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
05/23/1006
Exterior Research and Design; I.I.C.
Evaluation Report A42970.30.12=R2
Certificate of Authorization #9503
CH EDITION`(2017) FBC NON-HVHZ EVALUATION
F1.16027-112
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Revision 2: 09/25/2017
Page 2 of 4
"'--J
TRINITY I ERD
Entity
Examination
Reference
Date
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 44.70/4474
3032172
06/12/2009
PRI (TST5878)
Physical Properties
PUSA-062-02-01
12/04/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
:PUSA-064-02-02
02/27/2008
PRI (TST5878)
Physical Properties
PUSA-062-02-02
12/04/N08
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
UL LLC (QUA9625)
Quality Control
MI -Agreement
02/27/2012
UL LLC (QUA9625)
Quality Control
ML Correlation, R27202
08/20/2012
UL LLC (QUA9625)
Quality Control
Service Confirmation, R14571
Exp. 10/06/2018
4. PRODUCT DESCRIPTION:
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1 .Roll Goods for TRI=BUILT Modified Bitumen Roof Systems .
Type
Product
Specification.
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
S
I
TriBuilt 58S Granular
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TnBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
S. LIMITATIONS
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting of design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is `not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved. Roofing Materials Directory for fire ratings of this product.
5.4 For steel'deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless'the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or.strip-bonded insulation, the maximum.design pressure
for the selected assembly shall meet 'or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-20, 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 2626) for Zone 2/3 enhancements.
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112
Certificate of Authorization #9503 6' EDITION (2017) FBCNON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modifled Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
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TRINITY I ERD
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5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly.shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question; field uplift testing in,accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 212, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group,
LLC published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
F LE COOP'Y
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-R2
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
• TRI-BUILT Modified Bitumen Roof Systems, (900) 516-1485 Revision 2, 09/25/2017
Page 4 of 4
qi
TRINITYIERD
,APPEND,IX 1: ATTACHMENT REQUIREMENTSFOR WIND UPLIFT RESISTANCE - - -
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation-, Bonded Roof Cover 5
SC 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
SE-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),.--_ _ }J` �F `" �- Non lnsulated,.Bonded Roof Dover .__ --8 "
2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9
2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9
2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10
3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14
38 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16
4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16
4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19
SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20
513 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
SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22
6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation; Bonded Roof Cover 23
6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded. Insulation, Bonded Roof Cover 24
6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24
6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26
7B Various Recover F Non -Insulated, Bonded, Base Sheet, Bonded Roof Cover 26
The 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:
D 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 poiyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.0 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-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) 516-14851_7� j App\ pdix 1, Page 1 of 26
0pl�) /
\\.i TRINITYIERD
Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published Instructions.
➢ HA (HA): Full coverage at 25-30 lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,l2-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12=inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB'Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive &Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are Installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed 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:
D Millennium:One Step Foamabie Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500): MDP -31.5.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick) ' I�
S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attachedcomponentsor 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 (January2016) for Zone2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a Trinity (ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization H9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
�.i TRINITY1 ERD
15. Unless otherwise noted, refer to the following references for bonded base; ply or cap sheet applications.
TABLe;1:TRl-EIUILTRoop,:CovERs
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type I I
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
TriBuilt 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
TrIBUIltSA SBS Cap
(SBS, Self -Adhering)
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
Torch Applied
Cap Ply
TriBuilt APP Smooth, TrIBuIItAPP Granular
(APP,Torch-Applied)
APP-SA
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
(APR, 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
aDDlies:
VAPOR BARRIER OPTIONS; STRUCiURALTONCRETE DECK; ADHERED INSLI AMON PER TABLE3A'
Option #
Primer
Barrier
Insulation Adhesive
MDP (psf)
TypeVapor
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2..
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Insta-Stik,12-inch o.c.
-75.0
VB-3.
ASTM D41
TriBullt SA SBS Cap
Self -Adhering
Millennium One Step Foamable,Adhesive, 12-inch otc.
-157.5
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-S.
ASTM D41
TriBUlIt 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.
L
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 49503 e" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
'\,/ TRINITY I ERD
TABLEIE-2 WOOD DEC RurIgNiEPCF�(TRJPfFpRRE� OVER
.§YSTEMtYP"EE.'.,' CIN'IN SULATED, MECHA I -ALLY ATTA ED BASE SHEET, BONDED DIED ROOF COVER
system
Deck 1)
Base sheet
Roof Cover (Note 15)
IVIDP
No.
(Note
Base
Fasteners
Attach
Base Ply
Cap Ply
(Pso
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
Poly . , Polyglass G2Base, CertainTeed
OMG Fiat Bottom Plates (square) with
12-inch o:c. in 4-Inch lap and 12-inch
(Opbonal),One or
SBS--AA, SBS-
W-1
plywood at,max.
GlasbaseFirestone IVIB Base, -
, JIVI Perma
RoofgrIp 4114, Dekfast Hex with Dekfast 414
o.c' In two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-52.5
24-Inch spans
Ply 28, Tam ko Glass Base or GAFGLAS #75
or TruFast MP-3 with TruFast HD
center rows
APP-TA.
W-2
Min. 19/32-inch
at max,
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-
plywood
Elastobase Poly with poly top surface
3 with TruFast HD,
o.c. In two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5*
24-Inch spans
center rows
APP-TA
Min. 19/52-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.
Elastobase Poly
Roofri#12
gp
o.c. In two,:equally spaced, staggered
more BP -AA or
TA,,APP-TA
-60.0
24-inch spans
center rows
APP-TA_
W-4
Min. 19/32-inch
plywood at max.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-inch
o.c. In two, equally spaced, staggered
One or more SBS-
SBS-SA, APP_
SA, SBS-TA r
60.0*
24-inch spans
Elastobase Poly With poly top surface
Roofgrip #12
center rows
SA
ARP TA
OR RE ), -IIkSAEr�W''
,TMLIE'10. WOODDECCONSTRUCTIONF
SYSTEM TYPE F. N0N-1NSULAtEb;:BONDED ROOF COVER
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psf)
_Mim-,!�/32�66�1�`woo di
_SBS:SA
I—— __ e,.
�(Optlbnal)'SBS-SA
� I
..SBS_SA,-APP�SA,�SBS--TA�
W-6
Min. 15/32-inch plywood
(Optional) ASTIVI D41
Plywood joints are covered with 4-inch wide strips ofTriBuilt SA
TH Built SA SBS Base
onal) SBS-SA or
(Optional)
SBS-SA, APP-SA, SBS-TA
-97.5
I at max. 24-Inch spans
I
SBS Bate, rolled Into place to create continuous bond.
APP-TA
or APP-TA
'00
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42976.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 OH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26