HomeMy WebLinkAboutEvaluation Report Modified BitumenTRINITY1 ERD
EVALUATION REPORT
TRI-BUILT Roofing Products
9050 Louisiana Street
Merrillville, IN 46410
RECENED
NOV 0 6 2017
PERMITTING
St. Lucie County, FL
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report A42970.10.12-111
FL16027-R1
Date of Issuance: 10/23/2012
Revision 1: 03/23/2015
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 5th Edition (2014) 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. TrinityJERD 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 shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 27-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 03/23/2015. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
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.
File C�
I-_ -_ �Y
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 Allied Building Products Corp. / TRI-BUILT
Roofing Products, have demonstrated compliance with the following sections of the 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
Property
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
3. REFERENCES:
Entity
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
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
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
Exterior Research and Design, I.I.C.
Evaluation Report A42970.10.12-111
Certificate of Authorization #9503
FL16027-R1
Revision 1: 03/23/2015
Page 2 of 4
Ent!
PRI (TST5878)
Miami -Dade (CER3592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
UL LLC (QUA9625)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
S.
Examination
Reference
Physical Properties
PUSA-062-02-02
HVHZ Compliance
Various NOAs
Proposal for Review
10-0823
Quality Control
MI -Agreement
Quality Control
ML Correlation, R27202
Quality Control
Service Confirmation, R14571
Date
12/04/2008
Various
10/12/2010
02/27/2012
08/20/2012
Exp.06/27/2016
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with Allied Building Products
Corp. / TRI-BUILT Roofing Products published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
a� F
Tab{e 1 RoN Goods for TRI BUILT Modrfred ertumen Roof Systems
3
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 SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in anyway, 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 HVHZ.
5.3 Refer to a current 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 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project
design criteria to the satisfaction of the AHJ.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry
the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
5.8 For fully -adhered insulation, 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 TAS 105 or ANSI/SPRI FX-1.
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 ASTM E907, FM LPDS
1-52, ANSI/SPRI IA-1 or 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 AHJ, as documented through field
uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124.
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-Ri
Certificate of Authorization #9503 FL16027-R1
Revision 1: 03/23/2015
Page 3 of 4
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 RAS 111, except the basic wind speed shall be
determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen roof systems shall be installed in accordance with Allied Building Products Corp. / TRI-BUILT
Roofing Products 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.
S. MANUFACTURING PLANTS:
Contact the noted CA agency for information on product locations covered for F.A.C. Rule 61G20-3 CA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-111
Certificate of Authorization #9503 FL16027-R1
Revision 1: 03/23/2015
Page 4 of 4
")OTRINITYIERD
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 RAS 111, except the basic wind speed shall be
determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen roof systems shall be installed in accordance with Allied Building Products Corp. / TRI-BUILT
Roofing Products 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.
H. 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 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-111
Certificate of Authorization #9503 FL16027-RI
Revision 1: 03/23/2015
Page 4 of 4
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
3A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5
1C Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
1D=m.,.,UW Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
3E-2V ood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
1F Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
10
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
11
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12-14
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
15
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
15
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
16-17
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
17
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
18-20
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
21
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
22
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
23
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
23
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
24
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
25
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
25
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
26-27
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
27
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 AHJ. 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.
➢ 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, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK
Glass -Mat 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 2603.4.1 or 2603.6, when installed with the roof cover.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R3 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 27
TOR II�I�tY j ESQ
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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. 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 Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (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.
➢ 3M 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.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate 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):
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (013500):
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (OB500):
➢ 3M CR-20:
MDP -157.5 psf
(Min. 0.5-inch thick)
MDP -45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
MDP -187.5 psf
(Min. 0.5-inch thick ISO 95+GL)
MDP -315.0 psf
(Min. 0.5-inch thick ENRGY 3)
MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. 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.
10. 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 TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC 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-R1 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 27
\\JTR1N1TYjEk
ki
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TAsiI liTRl-BUILT 6--Covens
Reference
Layer
Material
Application
BP -AA
Base
FBC Approved ASTM D4601, Type II
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Cap
ThBuilt SBS Granular
HA at 20-40 Ibs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap
TriBuilt SBS Granular
Torch -Applied
(SBS,:Torch-Applied)
oQs — . :
SBS-SA`
B's_ee.
"�TciB It SA-5 SB Base
v
(SBS, SelfAdhering)A
T
Self`Adhering
Tr Capes
Tr _;Built S� BS Cap
APP-TA f
_ _
Base or Ply
_.
TriBuilt APP Smooth
Torch -Applied
Cap
TriBuilt APP Smooth, ThBullt APP Granular
(APP, Torch -Applied)
APP SA
Cap
TdBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
15. The following represent priming requirements for gypsum -based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field -primed with ASTM D41 primer prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications.
➢ SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application.
16. "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) ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization 49503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 27
TABLE 1A-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover
MDP
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base
Ply
Cap
(psf)
Min. 0.25-inch Dens
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
Min. 19/32-
CertainTeed Glasbase,
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
SBS-AA,
W 1
inch plywood
Firestone MB Base,
tin caps with 11
three, equally
ASTM C1289,
HA
0.75-inch FescoBoard
HA
BP -AA
(Optional)
SBS-TA,
.60.0
max.
Tamko
o
a annular ringspaced,
g '
p
type II of iso-
Yp p y
(homogeneous) or min.
( g )
BP �
APP-TA
in
inch spans
spans
or
Glass Base or
GlassPermBase
shank nails
staggered
cyanurate
0.5-inch Structodek
GAFGLAS 475
center rows
High Density Fiberboard
Roof Insulation
8-inch o.c. in 4-
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
(Optional)
Min. 19/32-
CertainTeed Glasbase,
inch diameter
inch o.c. in
Approved,
Min. 0.25-inch Dens
One or
SBS-SA,
W 2
inch plywood
Firestone Base,
tin caps with 11
three, equally
ASTM C1289,
HA
Deck, Dens Deck Prime,
HA
SBS-SA
more SBS-
APP-SA,
-60.0
at max. 24-
Perma-Ply , Tamko
28
ga. annular ring
spaced,
type II polyiso
SECUROCK Gypsum-
SA or
SBS-TA or
inch spans
Glass Base or
shank nails
staggered
cyanurate
Fiber Roof Board
APP-TA
APP-TA
GAFGLAS #75
center rows
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
32 ga., 1-5/8-
inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
DAS,
inch plywood
Polyglass Elastobase
inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
(Optional)
SBS-AA,
W-3
or Polyglass
tin caps with 12
four, equally
BP -AA
SBS-TA,
-60.0
at max. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
APP-TA
inch spans
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
shank nails
staggered
center rows
or ENRGY-3
oc
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
32 ga., 1-5/8-
inch lap and 6-
(Optional)
Min. 19/32-
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam II, III,
CR-20 or M-
D-IS,
One or
SBS-SA,
W 4
inch plywood
Polyglass
tin caps with 12
four, equally
H-
H-Shor
OSFAPaste atop
(Optional) Additional
OB5CR-2 0,
SBS-SA
more SBS-
APP-SA,
-60.0
at max. 24-
Shield C,
Shield CG,
fastener
layers of base insulation
CR-20 or
SBS-TA or
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
M-OSFA
SA or
APP-TA
shank nails
staggered
APP-TA
center rows
or ENRGY-3
oc
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-RS for FL16027-R1
Revision 1: 03/23/2015
Appendix 1, Page 4 of 27
TABLE IA-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover
MDP
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base
Ply
Cap
(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
inch plywood
Elastobase or
Bottom Plates
inch in two,
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, SBS-
W-5
max.
Polyglass
(square) with
equalllyly spaced,
ASTM C3289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
in
inch spannss
Elastobase
Roofgrip #12
staggered center
type II polyiso-
(homogeneous) or min. 0.5-
Poly
cyanurate
inch Structodek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch o.c. In 4-
(Optional) FBC
(Optional)
Min. 19/32-
Elastobase or
OMG Flat
inch lap and 12-
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W 6
inch I
plywood
Polyglass
Bottom Plates
inch o.c. in two,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
at max. 24-
Elastobase
(square) with
equally spaced,
type II polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
inch spans
Poly
Roofgrip #12
staggered center
cyanurate
TA
rows
TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover
MDP
No.
Deck (See Note 1)
Type
Fasteners
Attach
Type
Attach
Base
Ply
Cap
(psf)
Min. 0.75-inch FescoBoard
(Optional if using
Min. 19/32-inch
Min. 1.5-inch
Dekfast Hex with
1 per
(homogeneous) or min. 0.5-inch
(Optional if
AA Base) One or
SBS-AA, SBS-TA,
W 7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast #12 or Tru Fast
z
HA
using AA Ply)
-60.0
1.33 ft
Structodek High Density Fiberboard
more BP -AA or
APP-TA
spans
or Polytherm
MP 3 with TruFast DP
Roof Insulation
BP
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-R1 for FL16027-RI
Revision 1: 03/23/2015
Appendix 1, Page 5 of 27
TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Base Insulation
Top Insulation Layer
Roof Cover
MDP
No.
Deck (See Note i)
Layer
(Psf)
Type
Fasteners
Attach
Base
Ply
Cap
Min. 19/32-inch
(Optional)
Min. 0.5-inch Structodek High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
W-8
plywood at max.
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
1 per 1.33
P
Z
using AA Ply)
Base) One or more BP -AA
SBS-AA, SBS-TA, APP-
-82.5
24-inch spans
any combination,
inch Dens Deck, Dens Deck Prime
Dekfast #12 DP
ft
BP -AA
or APP-TA
TA
loose laid
Board
SECUROCK Gypsum -Fiber Roof Board
(Optional)
Dekfast Galvalume
W-9
Min. 19/32-inch
plywood at max.
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP or
1 per 1.33
Z
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
-82.5
24-inch spans
any combination,
Polytherm
TruFast MP-3 with
ft
SBS-SA or APP-TA
TA or APP-TA
loose laid
TruFast DP
TABLE 113: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Insulation Layer(s)
Base Sheet
Roof Cover
MDP
No.
Deck (See Note 1)
Type
Attach
Base
Fasteners
Attach
Ply
Cap
(psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-inch
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
One or more layers,
Prelim.
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
any combination
Attached
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS #75
MP-3 with TruFast HD
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
12-inch o.c. in 4-inch lap and 12-
One or more
SBS-SA,
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 Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-12
plywood at max.
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
a inch o.c. in two, equally spaced,
q y P
or more BP -AA
SBS-TA,
-60.0
24-inch spans
staggered center rows
or APP-TA
APP-TA
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
One or more
SBS-SA,
APP-SA,
,
W-13
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
SBS-SA
SBS-TA or
60.0
24-inch spans
staggered center rows
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-R1 for FL16027-R1
Revision 1: 03/23/2015
Appendix 1, Page 6 of 27
TABLE 3E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
MDP
No.
Deck (See Note 1)
Base
Fasteners
Attach
Ply
Cap
(Psf)
W-14
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch la and 18-inch o.c. in two,
P
(Optional) BP -AA or
SBS-TA
-45.0*
inch spans
equally spaced, staggered center rows
APP-TA
or APP-,
or APP TA
Min. 15/32-inch
9-inch o.c. at 2-inch la and 12-inch o.c. in two,
P
(Optional) BP -AA or
SBS-AA, SBS-TA
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP-TA
-52.5
inch spans
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. in three,
SBS-AA, SBS
W-16
plywood at max.
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
60.0
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. in three,
(Optional) One or
SBS-SA, APP-
W-17
plywood at max.
Elastobase Polywith of to surface
poly P
with 11 a. annular ring shank nails
g g
equally spaced, staggered center rows
q Y P gg
more SBS-SA or
SA, SBS-TA or
-60.0
24-inch spans
APP-TA
APP-TA
W-18
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-90.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
4-inch o.c. in 4-inch lap and 4-inch o.c. in four,
(Optional) One or
SBS-SA, APP-
W-19
plywood at max.
Elastobase Polywith of to surface
poly P
with 11 a. annular ring shank nails.
g g
equally spaced, staggered center rows
q Y P gg
more SBS-SA or
SA, SBS-TA or
-97.5
24-inch spans
APP-TA
APP-TA
W-20
Min. 15/32-inch
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
equally spaced, staggered center rows
APP-TA
or APP-TA
inch spans
Min.19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SBS-AA, SBS-
W-21
plywood at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-112.5
24-inch spans
APP-TA
32 ga., 1-5/8-inch diameter tin caps
Min. 19/32-inch
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
585-SA, APP-
W-22
plywood at max.
Elastobase Polywith of to surface
poly P
Note: Tin caps are to be rimed with
P P
equally spaced, staggered center rows
q Y P gg
more APP-TA
SA, SBS-TA or
112.5
24-inch spans
ASTM D41 primer.
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization 49503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 27
TABLE 3E-2: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
MDP
No.
Deck (See Note 1)
Base
Fasteners
Attach
Ply
Cap
(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 #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
Ply 28, Tamko Glass Base or GAFGLAS #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
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
W-3
plywood at max.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-60.0
24-inch spans
Elastobase Poly
Roofgrip #12
center rows
APP-TA
TA, 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
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 IF: WOOD DECKS -NEW CONSTRUCTION ORREROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Roof Cover
MDP
No.
Deck
Primer
(psf)
Joint Treatment
Base
PI
Cap
IVlin. 1J 5%32 ch plywood
uy�
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
W-5
it-�chspans
(Optional) ASTM D41
None
SBS-SA
APP-TA
orY APP-TA ��
90.
�f
`-W-6
Min. 15/32-inch p ood
�
i
Plywood joints-are-caveredwith•4_ nch wide strips.ofTriBuiffSA
r- :�-_-
'
r(Aptiona1) SBS-SA or
ySBS-SA, APP=SA, SBS-TA
at max. 24-inch spans
-(Op ioh'alrZiS M D41
SBS Base, rolled into place to create continuous bond.
TrIBUIIt`5A SBS Base
APP-TA
or APP-TA
-97.5
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-R3 for FL16027-RI
Revision 1: 03/23/2015
Appendix 1, Page 8 of 27