HomeMy WebLinkAboutEVALUATION REPORT MODIFIED BITUMENEXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
TRINITI� � ER� 353 Christian Street
Oxford, CT 06478
(203) 262-9245
ALUATION REPORT
I -BUILT Materials Group, LLC Evaluation Report A42970.10.12-112
Box 70 F1.16027-112
therford, NJ 07070 Date of Issuance:10/23/2012
10) 516-1485 FILE COPY Revision 2: 09/25/2017
Tli'is Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
cc struction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.� for use of the product under the Florida Building Code. The product descr.P
er _ s- val ed fo
compliance with the 6t' Edition (2017) Florida Building Code sections noted hereiiRtHt pE81?OMSIBILITYOF THE
dC gMtTOR OR AECORe
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
"ein.
NTINL ED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
ality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
s Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
inges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
aluation Report relative to updated Code requirements with each Code Cycle.
VERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
rertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
PECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
distributors and shall be available for inspection at the job site at the request of the Building Official.
Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
ared by: _r"ed
r.�
t J.M. Nieminen, P.E.
Registration No. 59166, Florida DC4ANE1983
E PLANS AND ALL PROPOSED WORK
"OBJECT TO ANY CORRECTIONS
IIRED BY FIELD INSPECTORS THAT
BE NECESSARY IN ORDER TO
PLY WITH ALL APPLICABLE CODES.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on (19/25/2017. This does not serve as an electronically signed
document.
IFICATION OF INDEPENDENCE:
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.
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.
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.
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.
This is a building code evaluation. 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 permitti� design guidance unless retained
specifically for that purpose.
ST. LUCIE COUNTY BUILDING DIV %
REVIEWED FOR COOPLIANCE
DATE
PLANS AND PE MIT MUST BE KEPT O JO
SITE OR NO INSPECTION(S) WILL 4MA E
\I I RINITY f ERD
SYSTEMS EVALUATION:
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.
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
REFERENCES:
Katty
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
P30540.11.09-111
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
P37590.03.13-5-111
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2DSA9.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
Research and Design, I.I.C.
Evaluation Report A42970.10.12-RZ
> ofAuthoriration N9503
6n' 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
QOTRINITYI 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 4470/4474
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
12/04/2008
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
UL LLC (QUA9625)
Quality Control
MLAgreement
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
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 i: Roll -Goods for TRI-BUILT Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
i
SBS Membranes
"TriBuilt SA SBS Base
ASTM D6163, Table 2
S)
1
rTfiY6I 'SBS Granular
ASTM D6164i
G
I
`TriBuilfSA SBS Cap
ASTM D6164°
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
I TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
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 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 WDi, 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.
Research and Design, I.I.C. Evaluation Report A42970.10.12-R2
of Authorization U9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
i
V 1 KININ I ERD
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
-5:9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements.
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 -
Research and Design, U.C. Evaluation Report A42970.20.12-112
ofAuthariration u9S03 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 4of4
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR 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
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1E-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
8
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
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 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
5A
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
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
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:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA
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, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
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.
5. 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-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,12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: O/yBond 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 the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase'the MDP listings in the tables; rather if 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)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (0B500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be In accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. , -
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplifttesting 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, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
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 2 of 26
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
l
4 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
(SBS, Asphalt -Applied)
Cap Ply
TriBuilt SBS Granular
HA at 20-40 Ibs/square
SBS-TA
(SBS, Torch -Applied)
Cap Ply
TriBuilt SBS Granular
Torch -Applied
SBS-SA
—(SBS,
Base Ply
—TriBuilt'SA.SBS Base
—Self-A-dBring
Cap Ply'
Self -Adhering)
—TriBoilY5A SBS Cap
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
(APP, Torch -Applied)
—APP=SA
_(AEP; Self -Adhering)
--�--~Cap•PIy—
Self -Adhering
�—
TriBuilt�SAAPPCap
-
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:
' VAPOR BARRIER OPTIONS; STRUCTURAL.CONCRE-m DECK, ADHERED INSULATION PER;TABLE 3A
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2.
ASTM D41
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
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-5.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
17. Dens Deck shall be field -primed with PG300 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
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6T" 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 3 of 26
TABLE IE-2: WOOD DECKS" NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER't
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF 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
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
Roofgrip #14, 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, JM Perma-
or TruFast MP-3 with TruFast HD
center rows
APP-TA
TA, APP-TA
TA,
Ply 28, Tamko Glass Base or GAFGLAS #75
Min.19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP -One
12-inch o.c. in 4-Inch lap and 12-inch
or more SBS-
SBS-SA, APP-
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
-52.5*
24-inch 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 at max.
Elastobase Poly
Roofgrip #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
center rows
APP-TA
Min. 19/324nch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip #12
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0*
24-inch spans
center rows
APP-TA
TABLE 1Fc WOOD DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPE F:NON-INSULATED, BONDED ROOF COVER,
System
Roof Cover (Note IS)
MDP
No.
Deck
Primer
(Psf)
Joint Treatment
j Base'Ply ?
Ply
Cap Ply
W-5
Min. 15/32-inch plywood
(Optional) ASTM D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SAP - A 585-TA
�S
-90.0
at max. 24-inch spans
APP-TA
or APP-TA
FW-6Min.15/32-inch
plywood
(Optional) ASTM D41
Plywood joints are covered with 4-Inch wide strips of TriBuilt SA
Trieuilt 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, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 67" 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