HomeMy WebLinkAboutEVALUATION REPORT�FEer V ®� EXTERIOR RESEARCH th DESIGN, I.I.C.
Certificate of Authorization lt9503
353 Christian Street
ffyERD p� 41 �1'Dv2 O `5 � TRI !� oxford, cr o647a
EVALUATION REPORT RECE (203) 262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box 70 1' 2 319 i FL16027-R2
Rutherford, NJ 07070 Date of Issuance:10/23/2012
(800) 516-1485 LIE1
uele GBahh Permittlno 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 ev�rr fPD
compliance with the 6th Edition (2017) Florida Building Code sections noted herein. BY
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems St. Lucie County
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. Trinityl 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 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 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59165 Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. oo 0912 /2017. This dces not serve as ao elecimmically 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance- unless retained --
specifically for that purpose.
`J 1 RINJTY ERD
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 fallowing 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
'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:
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
P37590.03.13-2-111
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
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals(TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, U.C. Evaluation Report A42970.10.12-112
[ertifimte ofAuthoriration 49503 6r"EDITION (2017)FBC NON-HVH2 EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) S16.1485 Revision 2: 09/25/2017
Page 2 of 4
�Q I
",JTRINITYIERD
EaM.
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
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.
,t Table 1::Ro8 Goads for TRI BUILT Moifigif Bitumen Roof Systems;'ti ,f�."�
n
... -..,., ,•-... y ,. .. .
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
5. 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 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 217 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk' carry the limitations set forth in Section_2.2.10.1 of FM -Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exterior Research and Design, U.C. Evaluation Report A42970.10.12-R2
Certificate of Authorization#9503 6' 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
Q0TP"1N'1fy1ERD.
f
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 inaccordancewith 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.
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 attachmentrequirements 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.
B. 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 -
Exterior Research and Design, U.C. Evaluation Report A42970.30.12-R2
Certificate of Authorization#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (BUD) 516-1485 Revision 2: 09/25/2017
Page 4 of 4
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
2A Steel or Structural concrete New. Reroof (Tear -Off) or Recover . B Mech. Attached Base Insulation, Bonded Top 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
SC
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
SO
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, BondedRoof 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:
➢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 QA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization 49503
Prepared by; Robert Nieminen, PE-59166
G' EbITION (2017). FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 1 of 26
T121N1TY1 ERA
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),
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 25-301bs/square.
D 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, 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.
D OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
D 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 -layers distance of one-half the ribbon spacing.
➢Note: The maximum edge distoncefrom 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 maybe 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 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 (OB500):
MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500):
MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500):
MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
➢ICP Adhesive & Sealants CR-20:
MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4x 4ft.
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 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 fora 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 TrinitylERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate -of Authorization #9503 bra 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
'\ARINIlY I ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
9F* i ak ¢P
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., ,ti a....,. »e Y, ryr-� a �.; .r,a "2. r fi=.
S; TA0 1nT{(T-aUi�fiROOkcyvEBS.=+-, ',rxix-2
4 5`.,...
earYal ,. : i++�'' ,;, 1.� 4�� •.trt S- ns;..
d� .. ,� u(, r, i,t.
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rt s... �.
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type II
HA at 20-401bs/square
Ply
FBC Approved ASTM D2178, Type IV or Vl
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Cap Ply
TriBuil[SBS Granular
HA at 20-4016s/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBullt SA SBS Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBuilt APP Smooth, Trieuilt APP Granular
APP-SA
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those in Table 3A
applies:
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBullt 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 041
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
17. Dens Deck shall be field- primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trmity)ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6�eEDITION (2017) FBC NON-I(VHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485
Evaluation Report A42970:10.12-112 for FL16027-RZ
Rev[sion 2: 09/25/2017
Appendix 1, Page 3 of 26
QITRINITY'ERD
ks iw ITgBLE 1.A 1'IWOOD DECKS'=:NEW CONSTRUCTION DR REf{OOF'(TFAn OFF) -7y
" --� v, r x N - z
�r�SYSTENI?,YPfi;A, 2: N1EC1iRNICALLYATCACHED'AtpCNOR,9H6fi7. gONPEf�.7Nsi11ATlgN; BO DEDRO�,FCOVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Nate
15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
IPsfl
Min. 0.25-Inch Dens
Polyglass G2 Base,
8-inch o.c. in 4-
Deck, Dens Deck Prime,
MIn. 19/32-
Certain7eed Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
inch I
plywood
Firestone MB Base, JM
Inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
at max. 24-
Perma-Ply 28, Tamko
[in caps with 11
three, equally
ASTM C3289,
HA
0.75-inch FescoBoard
HA
BP -AA
BP -AA
SBS-TA,
-60.0
Inch spans
Glass Base or
ga. annular ring
Spaced,
type II polyiso-
(homogeneous) or min.
APP-TA
shank nails
staggered
cyanurate
0.5-inch Structodek
GAFGLAS #75
center rows
High Density Fiberboard
Roof Insulation
Base,
Polyglass G2 Base,
8-Inch o.c. in 4-
Min. 19/32-
CertainTeed Glasbase,
32
Inch lap and 8-
(Optional)FBC
Min. 0.25-Inch Dens
(Optional)
SBS-SA,
Inch plywood
Firestone MB Base,
Inch diameter
Inch o.c. in
Approved,
Deck, Dens Deck Prime,
One or
APP SA,
W 2
Tamko
o
tin caps with 31
three, equally
ASTM C1289,
HA
SECUROCK Gypsum-
HA
SBS-SA
more SBS-
565-TA or
-60.0
in h spans-
inch Spans
Glass BasePerma-Ply or
Glass Base or
ga. annular ring
spaced,
Type ll polyiso-
Fiber Roof Board
SA or
APP-TA
shank nails
staggered
cyanurate
APP TA
GAFGLAS q75
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
D-IS,
inch plywood
Polyglass Elastobase
Inch diameter
Inch o.c. in
OSFA, atop
Deck, Dens Deck Prime
0,
(Optional)
SBS-AA,
W-3
max. 24-
or Polyglass
tin caps with 12
four, equally
CG,
Shield C,,
fastener
or SECUROCK Gypsum-
CR-20 or
CR-2
BP -AA
BP -AA
SBS-TA,
-60.0-
Elastobase PolyShield
ga. annular ring
spaced,
APP TA
Inch
Inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
center rows
or ENRGY-3
oc
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
32 ga., 1-5/8-
Inch lap and 6-
ACFoam II, III,
CR-20 or M-
D-IS,
(Optional)
585-SA,
Inch plywood
Polyglass Elastobase
Inch diameter
Inch o.c. in
H-Shield, H-
OSFA, atop
(Optional) Additional
OB500,
One or
APP-$A,
W-4
or Polyglass
[in caps with 12
four, equally
S85-SA
more 585-
-60.0•
max. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield Ca
fastener
layers of base insulation
SA or
5B5-TA or
Inch spans
In
shank nails
staggered
Max FA3
rows, 7-inch
M-OS A
M-OSFA
APP TA
APP-TA
or EN
or ENRGY-3
oc
center rows
- Exterior Research and Design, LLC. d/b/a Trinity HERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 49503 - 'e EDITION (2017) FBC NON-HVHZ EVALUATION Revisiort 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 1 Appendix 1, Page 4 of 26
AR OFF) gODVER.u3W+,-'5
:d.
Yoxe;Rt
SY;EIt§
." EEiUGA'"
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Not is)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
12-Inch o.c. in 4-
Min. 0.25-inch Dens Deck,
Min. 19/32-
Polyglass
OMG flat
inch lap and l2-
(Optional)FBC
Dens Deck Prime, SECUROCK
W-5
inch plywood
Elastobase or
Polyglass
Bottom Plates
Inch o.c. in two,
Approved,
Gypsum -Fiber Roof Board,
(Optional)
BS-AA, SBS-
at max. 24-
(square) with
equally spaced,
ASTM Colyls
HA
FescoBoard
ogene
HA
BP -AA
-60.0
inch spans
Elastobase
Roofgrip #12
staggered center
type II polyiso-
(homogeneous)
(homogeneous)
u
Den
gp-qq
A App-TA
Poly
cyanurate
inch Structodek High Density
Hi h it
rows
Fiberboard Roof Insulation
Min. 19/32-
Pol lass
Yg
OMG Flat
12-inch o.c. in 4-
inch lap and 12-
(Optional) FBC
(Optional)
inch plywood
Elastobase or
Bottom Plates
Inch O.C.in two,
Approved,
Min: 0.25-inch Dens Deck,
One or
BS-SA, APP-
W-6
Polyglass
(square)
ally
ASTM C3289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
in hspans-
inch spans
Elastobase
412
Roofgrip #12
staggered
staggered center
center
type ll polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
Poly
cyanura[e
7q
rows
'4;'i' ;. a gzk;I,'` E18 WCIOPDECKS,.,NkyV ON5f1}U f'IDN;RERpOf(1'EAk,OFEort,RECOVER-em
s 'tts
,kTT
# - § x':"s OTYPR81,P11EC}iANICAl1L';t t?TAC�iEDSh AAgQN 80NDFDTOP,IS+iSUt�TtONrED�3DED;R{iEfEG`Ql/ER;;
{fd ,,'
{ Yt„?�' k 'r t, '' vt r
..;` .S'CSC£ 4,'j'N
..,
, }..
System
Deck (Nate 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(ps8
Min. 19/32-inch
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if
(Optionalif using
W-7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast #12 or TruFast
1 per
z
(homogeneous) or min. 0.5-Inch
HA
using AA Ply)
AA Base) One or
SBS-AA, SBS-TA,
spans
or Polytherm
MP-3 With TruFast DP
1.33 R
5[ructodek High Density Fiberboard
BP AA
more BP -AA or
APP-TA
-60.0
Roof Insulation
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization 49503
Prepared by: Robert Nieminen, PE-59166
6r"EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) SM1485
Evaluation Report A42970130.12-R2 for FL16027-R2
Revision 2: 09/25/2017'
Appendix 1, Page 5 of 26
TTkl,
iIN" ERD
k a `\ ',", -� 'rTABlE1C WOOD DECKS —NEW tONSTRUC710N, REROOF(TEpR-AeF)iHzRECOVER
�r
SYSTEM TYPE,C.,N¢ECHANIGAtLI;-/SRTgCHEDJ�1.�jJiAT10NONDfOiE00FC,flVER. r•: "z q�:
:v., «' R .+,y, I,axt •, p, r
System
Deck (Note 1)
' Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(psf)
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.
Y'� P
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
, SBS-TA, APP-
24inch spans
any combination,
inch Dens Deck, Dens Deck Prime or
ft
TA
loose laid
SECUROCK Gypsum -Fiber Roof Board
Dekfast #12 DP
BP -AA
or APP-TA
(Optional)
Dekfast Galvalume
W-9,
Min. inch
plyw000dd aat t maz.
One or more layers,
y
Min. 1.5-Inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP
1 per 1.33
(Optional) One more
APP-SA, SBS-
24-Inch spans
anselaidna[ion,
Polytherm
or
TruFast MP-3 with
ttx
SBS-SA
A
SBS-SAor APP-TA'
TA orA,
TA or APP-TA
-82.5
loose laid
TruFast DP
'U td
WOO66ECKS, NEWCON57RUCTION,REIkOOE(71AR Od )'bpRECOVER�
,
JS„TEW YP-ETY:,F,REIiNITNARILY„4'ti'AG iEO,1N5{fi. T �''
" '�:"
.9N•NIECNANiCM.ZYA3 FiC9�Ci�ASEB}1EET:BON_RiDRO0FC0�ER; , •". ,
„ , _� �` tit.,.
System
Deck (Note 1)
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-inch
One or more layers,
Prelim.
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 a[ max.
any combination
Attached
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
Base, JM Petma-Ply 28, 7amko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS #75
MP-3 with TruFast HD
W-11
Min. 19/32-inch
plywood at max.
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,
24-Inchs ans.
P
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"
.TruFast HD
staggered center rows
APP-TA
W-12
Min. od at max. inch
plywood a[
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
(Option.[) One
SBS-AA,
24-inch spans
any combination
Attached
Elastobase Pal Y
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
staggered center rows
or APP-TA
APP-TA
W-13
Min. 19/32-inch
plywood at max.
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,
24-inch spans
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roof ri #12
g P
inch o.c. in two, equally spaced,
SBS-SA
SBS-7A or
.60,0"
staggered center rows
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity[ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6'"EDITION (2b17) FBC NON-HVHZ EVALUATION •
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
j Revision 2: 09/25/2017•
Appendix 1, Page 6 of 26
(-'*�P.
RINITY i ERD
TABLE lEl DID CONSTRUCTION WaREROOP jIFAs=OFF) •= a t " ` r
.t-€7 .y
t SHEETIBONDED$OOF
,„FSYSTEMTYAEf Witi3'ijACHEDBASE COVER"- _ _.. .. -.
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 1s)
MDP
No.
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. IS/inch
W-14
plywoodod at at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-Inch lap and 18-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-45.0•
inch spans
equally spaced, staggered center rows
APP-TA
ar APP-TA
Min. inch
W-15
plywoodod at atmaz. 24-
Polyglass Elastobase
Simplex MA%X Cap
9-Inch o.c. at 2-inch lap and 12-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-52.5
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
W-16
P I ood at max.
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-Inch diame[ertin caps
8-inch o.c. in 4-Inch lap and 8-inch o.c. in three,
(Optional) One or
SBS-AA, SBS-
24-inch spans
Glasbase, Firestone MB Base, JM Parma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA APP TA
-60.0
Ply 28, Tamko Glass Base or GAFGLAS #75
APP-TA
W-17
Min. 19/32-Inch
I wood at max.
P Y
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-
SA,
24-inch spans
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more SBS-SA or
SBS-TA or
-60.0
APP-TA
APP-TA
Min. 15/32-inch
2
W-18
plywood at max. 24-
Polyglass Elastobase
Simplex MAXXCap
6-inch o.c. at 2-inch lap and 5Anch o.c. in two,
(Optional)BP-AA or
SBS-AA, SBS-TA
-g0.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-19
Min. 19/32-Inch
plywood at max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-Inch diameter tin caps
4-inch o.c. in 4-Inch lap and 4-Inch o.c. in four,
(Optional) One or
SBS-SA, APP-
24-inch spans
Elastobase Polywith of to surface
poly P
with 11 a. annular ring shank nails.
B g
equally spaced, staggered center rows
q Y P gg
more SBS-SA or
SA, SBS-TA or
-97.5
APP-TA
APP-TA
Min. 15/32-inch
W-20
plywood at max. 24-
Polyglass Elastobase
Simplex MA%%Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in three,
(Optional)BP-AA or
SBS-AA, SBS-TA
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
-105.0
W-21
Min. 19/32-inch
plywood at max.
PYw
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-
24-lochs spans
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA APPTA
-212.5
APP-TA
Min. 19/32-inch
32 ga,
W-22
plywood at max.
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-inch o.c. in 4Anch lap and 6-Inch o.c. in four,
(Optional) One or
SBS-$A, Ajor-1125
24-inch spans
Elastobase Poly with poly top surface
Note: Tin caps are to be primed with
equallyspaced, staggered center rows
more APP-TA
SA, SBS-T
ASTM D41 primer.
APP TA
Exterior Research and Design, U.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6rx EDITION (20171 FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.�10.12-112 for FL16027-R2
Revision 2:09/25/2017
Appendix 1, Page 7 of 26
QOTKINITYJERD
�s r ' `�, St t „ r-a " r TABLE'.1E 2r WO0DDECKS ;NEWCO}NSTRljt710N REROOF(TEAR,Otrt)op RECOVER rt " "i.y i'3 z ,r
r 13 �" �``r tr
w �.n ,.;-. ,Y»'EMO,MELHAHEET,y�„SYSTTLLAITACktEDBASESO...EI ROOFrUVEftt t F. -;l,•} , ,:.
}t ,
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-inch
(Optional) One or
W-1
plywood at max.
Pals, Polyglass Base, Ce e, JM ed
Glasbase, Firestone MB Base,1M Perma-
Roofgrip #14, Dek(art Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
TA, APP-TA
-52.5
24-inch spans
Ply 28Tamko Glass Base or GAFGLAS #75
or TruFast MP-3 with TruFast HD
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hez 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.
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 Fla[ Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-Inch
(Optional) One or
SBS-AA,
W-3
plywood at max.
Elastobase Poly
Roofgrip#12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
TA
-60.0
24-inch spans
center rows
APP-TA
Min. 19/32-Inch
PllElastobase Pll
oygass asoase or oygass
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
I
center rows
APP-TA
yr ^ r •- �' ;. " ` ' .TABLE 1F WOOD DECR9 ,NEW COi4STRUCiii)N-di_REROOF (TiAR'OFF)
�,
t r `� ",
SYSTEM TYPE F:NON-INSU}ATED; BONDED ROOF COVER._:; -: •. "��, -,,. -r.".
System
Roof Cover (Note 15)
MDP
peck
Primer
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(psf)
W 5
Min. 15/32-inch plywood
(Optional) AS7M D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
-90.0
at max. 24-inch spans
APP-TA
or APP-TA
W 6
Min. 15/32-inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips of Tri Built SA
TrlBuilt SA SBS Base
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
I
-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 TrinitylERD
Certificate of Authorization #9503 •
Prepared by: Robert Nieminen, PE-59166
6T"EDITION (2017) FBC NON-HVHZ E(rALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970110.12-R2 for FL16027-112
Revision 2:09/25/2017
Appendix 1, Page 8 of 26
i
TRINITY i ERD
xTABL£2A. STEEL OR;STRUCTURAL,CONCRETE DECKS--'NE4Y CONSTRUCTION, REROOF(TFaR-0FFi6it ECOVER
.^ x .,
SASE'INSULATIONBANDEDTOPfNSULATION,BANDED;RDA,F COVER,,:., F•' -..- `'
p
lti »...Y699 J, w .. .. I
_�x:)zB_,MECHj1NICAtEY°'ATTACHED
Base Insulation layer Top Insulation Layer MDP
System
No.
Deck (Note 1)
TypeFasteners
Attach
Type
Attach
Base PlyCap
Ply
(psf)
Min. 22 ga., type B,
Min. 1.5-Inch
Dekfast Hex with
Dekfast #14, TrufartGrade
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-inch
TROof
(Optional if usSBS-AA,
SBS-45.0'
SC-1.
33 steel or
ACFoam II, ENRGY
MP-3 with Trufart HD or
1 per 2 ft z
Structodek Hi h Densi
g Density
HA
AA Ply) BP-AArTA,
APP-TA
min. 2,500 psi
3, H-Shield or
OMG 3-inch Galv Plate
Fiberboard Roof Insulation
APP-TA
I
structrual concrete
Polytherm
with OMD HD
Min. 22 ga., type B,
Min. 2-inch
Dekfast Hex with
Dekfast #14, Trufart -
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-Inch
(Optional if using
(Optional if using
AA Base) One
SBS-AA, SBS-
45 0'
SC-2.
Grade 33 steel or
ACFoam II, ENRGY
MP-3 with Trufart HIS or
z
1 per 4 ft
Structodek High Density
g ty
HA
AA Ply) BP -AA
r
more BP -AA or
7A, APP-TA
min. 2,500 psi
3, H-Shield or
OMG 3-inch Galy Plate
Fiberboard Roof Insulation
APP-TA
structrual concrete
Polytherm
with OMD HD
Min. 22 ga., type B,
Min. 1.5-inch
Dekfast Hex with
1 per 1.33
Min. 0.75-Inch FescoBoard
(homogeneous) or min. 0.5-inch
(Optional if using
(Optional if using
AA Base) One or
SBS-AA, SBS-
-90.0
SC-3.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast 014 or TruFast
R :
o High Density
HA
AA Ply) BP -AA
more BP -AA or
TA,
min. 2,500 psi
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
Fiber
APP-TA
structrual Concrete
Min. 22 ga., type B,
Min. 1.5-inch
Dekfast Hex with
1 1.33us)
h FescoBoard
or min. 0.5-Inch
BP -AA (Top surface
One or more
SBS-SA, APP-
SC-4,
Grade 33 steel or
ENRGY3,H-Shield
[Dekfast#14orTruFast
per
z
ft
Structodekgh Density
FFiberboard
HA
primed with ASTM
layers, SBS-SA or
$A, 585-TA
-90.0
min. 2,500 psi
or Polytherm
MP-3 with TruFast HD
oof Insulation
D41 primer)
APP-TA
nor APP-TA
structrual concrete
"„ ` "TABLE STEECORSTRUCTURJIL CONCRETE DECKS NEWCONSTRUCTION REROOF(TEAR OFFj Dq;RECOVER,'--,,,,
t c
�+ MECkAN1CA,LE'/',A'iTACHED,(NSU10 14, BPNPJDAR 0 COVER
a 2, SYSTEM-TY,PEC;
To
Insulation Layer
Roof Cover (Note 1S)
MOP
System
Deck (Note I)
Base Insulation
(psf)
Base Ply
Ply
Cap Ply
No.
Layer
Type
Fasteners
Attach
Min. 22 ga., type B,
Grade 33 steel or
(Optional) One or
more layers, any
y
Min. 0.5-Inch SECUROCK Gypsum-
OMG 3-inch Galvalume Steel
1 per 1.78
(Optional if
using AA Ply)
(Optional if using AA
Base) One or more BP-
SBS-AA, SBS-
-75.0
SC-5.
min. 2,500 psi
combination, loose
Fiber Roof Board
Plate with OMG #14 HD
a
ft
BP -AA
AA or APP-TA
TA, APP-TA
structrual concrete
laid
Mln.0.5-inch Structodek High
Min. 22 ga., type B,
One or more layers,
Density Fiberboard Roof
Dekfast Galvalume Steel Hex with
(Optional if
(Optional if using AA
SBS-AA, SBS-
G2de 33 steel or
any combination,
Insulation or min. 0.25-inch Dens
Dekfast #12 (steel only) or #14 or
1 per 1.33
x
using AA Ply)
Base) One or more BP-
TA APP TA
-82.5
SC-6.
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFart MP-3 with TruFart DP
ft
BP -AA
AA or APP-TA
structrual concrete
SECUROCK Gypsum -Fiber Roof
(steel only) or HD
Board
Min. 22 ga., type B,
(Optional)
Dekfast Galvalume Steel Hex with
SBS-AA"BS-
Grade 33 steel or
One or more layers,
Min.1.5-inch ENRGY 3, H-Shield
Dekfast #12 (steel only) or #14 or
1 per 1.33
SBS-SA
(Optional) One or more
TA, SBS -SA,
_82.5
SC 7
min. 2,500 psi
any combination,
or Polytherm
TruFast MP-3 with TruFast DP
ftz
SBS-SA or APP-TA
APP-TA, APP-
structrual concrete
loose laid
(steel only)or HD
SA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
01 EIDITION (20171 FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.30.12-R2 for FL36027-112
Revision 2:09/25/2017
Appendix 1, Page 9 of 26
�CO�SXROCTURAMONCREMPECKS
NEW C*vouG?ION AEROdFI?eaROFFjD�RECOVER� f � u� � = �k�z li ^¢;
"..i YS(fh '71rPED� RE 1rIMANARt4'fI�A'fTAC1
t�� �s` .�., *�.> f
D INSSS T 4Nk+Ni€C fA'NtCA1tl'SAT'Y GI EDBAS Sti Et §ONOEUROOFCD11fB ar'"! 4h; .
tr #T!
`f <<x§
. z t
y i. °':y "er, " "£1 Fi''..t�'„. """'„'+. '' -•. , .
,,T =k.lµ� _ ''' 1,!I ,Its`.:`.
4".!i+`` as •5''*ni3 ar,{?.'
;,t :, SNCiT£t"INSGCA710N I,SCIP.. OFYA�`{OR"7t GOVER APPLICA,10, s .. s. .. ' e," ?'•
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga., type B,
One more
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates (square)
12-Inch o.c. in 4-inch lap
(Optional) One or
SC-8.
Grade 33 steel or min.
layers,
s,
Prelim.
ElyStobaSe Poly OrJM Perma-
with Roofgrip #14, Dekfast Hex
and 18-Inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-45.0
2,500 psi structrual
Attached
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA, APP-TA
concrete
ati
combination
Ply 28
with Trufast HD
Center rows
TA
Polyglass Elastobase, Polyglass
Min. 22 ga., type B,
One or more
Elastobase Poly, Polyglass G2
OMG Flat Bottom Plates (square)
.12-inch o.c. in 4-inch lap
(Optional) One or
SC-9.
Grade 33 steel or min.
layers, an y
Prelim.
Base, CertainTeed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-Inch o.c. in two,
more BP -AA or APP-
565-AA, SBS-
-52.5
2,500 psi structrual
Attached
Firestone Me Base; JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced; staggered
TA, APP-TA
concrete
combination
Ply 28, Tamko Glass Base or
with Trufast HD
center rows
TA
GAFGLAS475
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-Inch lap
SBS-SA, APP-
SC-S0.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #14, Dekfast Hex
and 12-Inch o.c. in two,
One or more SBS-SA
SA, SBS-TA
-52.5•
psi structrual
combination
Attached
poly top surface
with Dekfast or TruFaslMP-3
staggered
Or APP-TA
c2,500 oncre
concrete
HD
with TruFas[HD
center rows
center rows
Min. 22 ga., type B,
One or more
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
O
(Optional) Oner
SC-11.
Grade 33 steel or min.
layersany
Prelim.
Polyglass Elastobase or
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-60.0
2,500 psi structrual
Attached
Polyglass Elastobase Poly
equally spaced, staggered
7A, APP-TA
concrete
combination
nation
#14
center rows
TA
Min. 22 ga., type B,
One more
'Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-Inch lap
SBS-SA, APP-
Grade 33 steel or min.
layers, any
s,
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
One or more SBS-SA
SA, SBS-TA
-60.0•
psi structrual
combination
Attached
poly top surface
#14
equally spaced, staggered
or APP TA
concr
concrete
center rowsMin.
d
22 ga., type B,ne
or more
Grade 80 steel or min.
layers, any
Prelim.
TriBuilt APP Smooth
Dekfast isofast IF-2.375-AT Plates
12-inch o.c. in the 5-inch
(Optional)APP-TA
SBS-7A, APP-
-82.5
2,500 psi structrual
combination
Attached
with Dekfast #15'HS
wide, heat -welded side lap
TA
concrete
Min. 22 ga., type B,
One or more
SC-14.
Grade 80 steel or min.
layers, any
Prelim.
TriBuilt APP Smooth
Trufast 2.4 in. Barbed Seam
12-inch o.c. in the 6-Inch
(Optional) APP-TA
SBS-TA, APP-
-82.5
2,500 psi structrual
Attached
Plates with Trufast EHD Fasteners
wide, heat -welded side lap
TA
concrete
combination
Min. 22 ga., type B,
One or more
Dekfast Hex with Dekfast #14 or
12-Inch o.c. in the 4-Inch
SC-15.
n.
3 steelstructrual
layers, any
Prelim.
TriBuilt APP Smooth
OMG Fla[ Bottom Plates with
lap and l8-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-
-112.5
2Grade ,500 p
2,500 psi structrual
combination
Attached
OMG Roofgrip #14
equally spaced, staggered
APP-TA
TA, APP-TA
concrete
center rows
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6"' EDITION 12017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970110.12-R2 for FL36027-R2
Revision 2: 09/2-5/2017
Appendix 1, Page 30 of 26
I
�\JTR,INITY I ERA
CONCRETE PECKS;NEW U-CnONoR j
.CO
Typ� E S
Jo
A,
!'j 1Z
FO 0"
System
Base Insulation Layer Top Insulation Layer
Roof Cover (Note 15)
MCIP
No. Deck
Primer
Ty Attach Type Attach
Base Ply Ply Cap Ply
(Psf)
'TOPINS
Structural
(Optional)
Min. 1.5-inch H-Shield or Multi -Max
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-1
concrete
ASTM D41
FA3
D-IS
base insulation
D-IS
SBS-SA
SBS-SAorAPP-TA
SBS-TA or APP-TA
-67.5
Structural
(Optional)
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-2
concrete
ASTM D42
Min. 1-Inch ACFoam ENRGY 3
.5ncoam 11 or
D-IS
base insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-135.0
Structural
(Optional) additional layers of base
(Optional) One or more
SB§SA, APP-SA,
C-3
None
Min. 1.5-inch, min. 1.5 pcf Insulfoarn
D-IS
D-IS
SBS-SA
-157.5
concrete
Insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-4
None
Min. 1.5-Inch, min. 2.0 pcf Insuffoarn
OB500
OB500
SBS-SA
-120.0
concrete
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-5
None
Min. 1.5-inch ENRGY 3
OB500
OB500
SBS-SA
-127.5
concrete
base Insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SAAPP-SA,
C-6
None
Min. 1.5-inch ACFoam 11 or H-Shield
OB500
OBSOO
SBS-SA
-150.0
concrete
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 1.5-Inch ACFoam 11, ENRGY 3, H-
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-7
concrete
None
Shield or Multi -Max FA3
M-OSFA
base insulation
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-232.5
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-8
None
Minh, mpcf Ilf-20
. 1.5-Incin. 2.0 nsuoarn
CR
CR--
20
SBSSA
-240.0
concrete
insulation
SBS-SAorAPP-TA
SBS-TA or APP-TA
min. 1.5-inch ACFoam 11, ACFoam Ill,
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-9
None
ENRGY 3, H-Shield, H-Shield CG, Multi-
CR-20
CR-20
SBS-SA
-270.0
concrete
I Max FA3 or 150 95+ GIL
I base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
OB
(Optional) additional layers(s) of
OB
(Optional) One or more
SBS-SA, APP-SA,
C-10
None
min. 2-inch ACFoam 11 or H-Shield
Classic
Classic
SBS-SA
270.0
concrete
(PULL)
base insulation
(PULL)
SBS-SA or APP-TA
SSS-TA or APP-TA
Min. 1.5-inch ACFoam 11, ACFoam Ill,
I
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA APP-SA
C-11
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
SBS-SA
_"0'O
concrete
Multi -Max FA3
base insulation
SBS-SA or APP-TA
SBS-T;., APP-�A
�,A 16 IA40 Cd�iauitio 'M -Z!
, "�Zi
JOSU" tz-
4, �'�
Structural
M In. 0.25-Inch SECU ROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-12
N
None
n..ncuax
Min. 15-Inch Multi -Max FA3
D-IS
D-IS
SBS-SA
-67.5
concrete
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-13
None
Min. 1.5-inch, min. 2.0 pcf Insulfoarn
0-15
DAIS
SBS-SA
-120.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA,APP-SA,
C-14
N
None
D-IS
D-IS
SBS-SA
-247.5
concrete
Shield
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 0.25-Inch Dens Deck, Dens
(Optional) One or more
I
SBS-SIA,APP-SA,
C-15
None
Min. 1.5-Inch ENRGY 3
OBSOO
OB500
SBS-SA
-127.5
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9563
Prepared by; Robert Nleminen, PE-59166
6"' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
I
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revislon 2: 09/25/2017
kippenclix 1, Page 11 of 26
\J�INITY � ERD
3i'. TABLE 3A STRUCTURAL CONCRETE.DECKS�NEW,CONSTRU TIONDRREROOF(TEAR-oFFp + rf
��i °
T t• ' h�.r ` s t S}'STEiVITYJ'EA2 BONDED INSUlAT70Nr BONDED ROOF COVEd r
ii t's: <
�
.,
o - ,..«1,. i, t., '��� "�`., � 5EE'NOTE IAFORYAP`61kS itRIER OPTIONS 'C c <
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Structural
Min. 1.5-Inch ACFoam II, H-Shield or
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-16
concrete
None
ISO 95+GL
OB500
Deck Prime
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-150.0
Structural
Min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-17
concrete
None
Shield
OB500
Fiber Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 1.5-inch ACFoam II, ENRGY 3, H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-18
concrete
None
Shield or Multi -Max FA3
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-2325
Structural
Min. 2-Inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-19
concrete,
None
Shield
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 0.25-Inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-20
None
MIn.1.5-Inch, min. 2.0 pcf Insulfoam
CR-20
CR-20
SBS-SA
-240.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam 111 or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-21
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-240.0
CG or ENRGY 3
Structural
Min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-22
concrete
None
Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
Structural
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
SBS-SA, APP-SA,
C-23
None
Min. 2-inch ACFoam II or H-Shield
Classic
Classic
SBS-SA
-350.0
concrete
(FULL}
Fiber Roof Board
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Min. 1.5-Inch ACFoam 11, ACFoam III,
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 24
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
SBS-SA
-350.0
concrete
Multi -Max FA3
Fiber Roof Board
SBS-SA or APP-TA ,
SBS-TA or APP-TA
ASPNALFAND/-0RTORCNAPP6,,p SYSTEMS. i.`.�4 t ��� w•.. .. .'' 3.+,+ ri, 4 �;',y .'..{: S.i i s ,k:.. } 4'�' r,
`
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-25
None
Min. 2-Inch ACFoam II or H-Sh field
D-IS
DAS
BP -AA
SBS-AA
-225.0
concrete
Fiber Roof Board
BP AA
C-26
Structural
None
Min. 2-inch ACFoam II or H-Shield
D-IS
Min. 0.25-Inch SECUROCK Gypsum-
D IS
APP TA
(Optional) One or more
APP-TA
-232.5
concrete
Fiber Roof Board
APP-TA
C 27
Structural
None
Min.2-inch ACFoam II or H-Shield
OBSOO
Min. 0.25-Inch SECUROCK Gypsum-
OB500
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
C-28
Structural
None
Min. 2-inch ACFoam ll or H-Shleld
OB500
Min. 0.25-Inch SECUROCK Gypsum-
OB500
APP-TA
(Optional) One or more
APP-TA
-232.5
concrete
Fiber Roof Board
APP-TA
C-29
Structural
None
Min. 2-inch ACFoam 11 or H-Shleld
M-OSFA
Min. 0.25-Inch SECUROCK Gypsum-
M-OSFA
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Fiber Roof Board
BP
C-30
Structural
None
MIn. 2-inch ACFoam II or H-Shield
M-OSFA
Min. 0.25-inch SECUROCK Gypsum-
M-OSFA
APP-TA
(Optional) One or more
1
APP
-232.5
concrete
Fiber Roof Board
APP TA
iTA
I
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-112 for FL16027-RZ
Certificate of Authorization H9503 • Sr" EDITION (2017) FBC NON-HVHZ£VALUATION Revision 2: 09/25/2017
Prepared by: RobertNieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 12 of 26
�TR!IN'ITYIERD
TA81.�3p.'STRUCTURAL CONCREiEDECKS NEW CONSTRUCTION ORREROOF(TEAR Off)" °� .r •.°,., sv `�`
��fi-: z+3`z Cam, t°'t-,a
•} �'i -# n t e s s-"+SYSTEMTYPEA-1 $CINDED INSUUxTIONrBONDED `!c
{ FF
i 1 ry t'4 a2 to. i 4 [ f.
r. 'S`akr>#,:; `a'? ri, 'u'',e,$E�NOYE' B�RRIER,O7T1(INS '�3 cui"1t4
.a`p °blv'-_ror "�e, a'fi Yn. ', ,,.y J,=a F`OR1/APOR p',;,,x�. ±ej _i9�„'� aisaiii N'sfivt`se+7%:
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 151
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-31
concrete.
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
BP -AA
BP AA
SBS-AA
-225.0
CG or ENRGY3
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C 32
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
APP-TA
APP TA
APP-TA
-23T5
CG or ENRGY 3
Structural
(Optional) Min. 2-inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
C-33
None
Classic
Classic
BP -AA
SBS-AA
-225.0
concrete
Shield
Fiber Roof Board
BP -AA
(FULL)
(FULL)
Structural
(Optional) Min. 2-Inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
C-34
Concrete
None
Shield
Classic
Fiber Roof Board
Classic
APP-TA
APP-TA
APP-TA
-2325
(FULL)
(FULL)
Structural
Min. 1.5-Inch ACFoam II, ACFoam III,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-35
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
BP AA
SBS-AA
-225.0
concrete
Multi -Max FA3
Fiber Roof Board
BP -AA
Min, 1.5-inch ACFoam II, ACFoam III,
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-36
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
APP-TA
APP-TA -
-232.5
concrete
Multi -Max FA3
Fiber Roof Board
APP-TA
(Optional if
Structural
Min. 0.75-Inch FescoBoaro
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-37
concrete
ASTM D41
(homogeneous)
HA
None
N/A
One or more
Base) One or more BP-
APPTA
277 5
AA or APP-TA
BP -AA
MIn.1.5-Inch ACFoam II, ACFoam III,
(Optional if
(Optional if using AA
C-38
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-Inch Fesco Board
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-290.0
concrete
concrstrucete
Multi -Max FA3
One or more
AA or APP-TA
APP TA
BP -AA
(Optional if
Structural
Min. 0.5-Inch Structodek High Density
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-39
ASTM D41
HA
None
N/A
Base) One or more BP-
-285.0
concrete
Fiberboard Roof Insulation
One or more
APP,TA
BP -AA
AA or APP-TA
Min. 1.5-Inch ACFoam II, ACFoam III,
(Optional if
(Optional if using AA
Structural
Min. 0.5-inch Structodek High
using AA Ply)
SBS-AA, SBS-TA,
L 40
ASTM D41
ENRGY 3, H-Shleld, H-Shield CG or
HA
HA
Base) One or more BP-
-480.0
concrete
Multi -Max FA3
Density Fiberboard Roof Insulation
One or more
AA or APP-TA
APP;TA
BP AA
Exterior Research and Design, U.C. d/b/a Trinity[ERD
Certificate of Authorization H9503
Prepared by: Robert Nieminen, PE-59166
bra EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL36027-R2
Revision 2: 09/25/2017
Pppendix 1, Page 13 of 26
` 4 1 RINIIY I ERD
TABLE3A.'STRUCfURAICONCRETEDECKS NEW[ON57RUC710N
a � n
1 BON4ED INSULAT[DN BONDEfJ;ROOE
so't �iik.rt
k„s`
Y.�
n 1tf,:kaC,nl .+r n({nU +�iFl
3 ", 4a "}ki y.. �;^rxX �3 arrz. .,,SEE NOTE.1fi TDR.UAPOR BARRtEROPT@NS
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No
Deck
Primer
yp
Type
Attach
Type
Attach
Base Ply
Ply
Cap ply
(psf)
(Optional if
Structural
Min. 1.5-Inch ACFoam II, ACFoam III,
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-41
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch Dens Deck Prime
HA
One
Base) One or more BP-
APP-TA
-460.0
concrete
Multi -Max FA3
or more
AA or APP-TA
BP -AA
(Optional if
(Optional if using AA
C-42
Structural
ASTM 041
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, 585-TA,
-510.0
concrete
One or more
AA or APP-TA
APP TA
BP -AA
` 7.a 5d»w.s `�l' c +' `S °�,7ABiE'3B?STRUCTURl11.CONCRESEDECItS NEWCON57RUC(IONORAEROOP(7F�x OeF)` ,�y`z �- " " '�
,�
s`,SYSTEN7 BONgED.t3ASE$ii£E'1 BONDED Rf}UF'COVER ��
TYPEF NOfd INSULAjEI�
-..
Roof Cover (Note 15)
MDP
System No.
Deck
Primer
Base Ply
PlyCap
Ply
(psf)
C-43
Structural concrete
ASTM D41
58S-SA
(Optional) SBS-SAorAPP-TA
SBS-SA, APP-SA, SBS-TA or APP-TA
-315.0
C-44
Structural concrete
ASTM D41
BP-AA(Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base)BP-AA or APP-TA
SBS-AA,SBS-TA,APP-TA
-6225
Exterior Research and Design, U.C. d/b/a Trinity IERD
Certificate of Authorization p9503
Prepared by: Robert Nieminen, PE-59166
bra EDITION (2017) FBC NCIN-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 5161485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
hevision 2: 09/25/2017
Appendix 1, Page 14 of 26
\"IINITY ERA
j } ,:
-« z a , r i '` �
�. :, }¢TAB E4�# `IIGHNU�EtGti7 0 CREfE°O tKS,�
NE1ArCONSTROr 7OMar4,RER4OF Ai, sx.,n�^ p'
f-
i�.'„r'st,"'*,L:.,.,Ysr
nBtY4Fsa'CkV`">�:'* ,..,
ER.w
System
Deck Lightweight
Base Insulation Layer
[overboard
Roof Cover (Note 15)
MDP
Type
Attach
Type
Attach
Base Ply
Ply Cap Ply
No.
(Note 1) Concrete (Note 14)
(Psf)
-1.'IGN,ANb�PT!(INAt70
fWLATION
SELW1el1ER1t4ti$Y$TEM175
WRU�HASEtfis
DpYNESANIE,TYPE
LWC-1
Structural
Min. 200 psi, min 2-
Min. 1.5-inch, min. 2.0 pcf lnsulfoam
0B500
(Optional) Additional
OB500
SBS-SA
(Optional) One or
SBS-SA, APP-
-120.0
concrete
Inch Elastizell
layers of base insulation
more SBS-SA
SA
or
SBS-SA, APP-
Structural
Min. 200 psi, min 2-
Min.1.5-inch ACFoam II, ENRGY 3,150 95+GL
OB500
(Optional) Additional
OB500
SBS-SA
more(Optional)S-SA o
more SBS-SA or
SA, SBS-TA
-225.0
_WC-2
concrete
inch Elastizell
or H-Shield
layers of base insulation
gpp_Tq
or APP-TA
LWC-3
Structural
Min. 200 psi, min.
Min. 2.0 pcf lnsulfoam
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA, APP-
-180.0
concrete
2-Inch Elastizell
layers of base insulation
more SBS-SA
SA
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-4
15O 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
SBS-SA
more SBS-SA or
� SA, SBS-TA
-I80.0
concrete
2-inch Elastizell
FA3
layers of base insulation
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWCS
2-inch Celcore or
Min. 2.0 pcf lnsulfoam
CR-20
layers of base insulation
CR-20
585-SA
more SBS-SA
SA
2225
concrete
Mearlcrete
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional)Additional
(Optional) One or
SBS-SA, APP-
LWC-6
Structural
2-inch Celcore or
IS095+GL,H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
concrete
Mearlcrete
FA3
layers of base Insulation
APP-TA
Or APP-TA
FA4NEttl�'GSySTEM�Y+kifiiBAEE1NSUW'tiapl
., r ..c _......
m A�DCOY�90ARb
.,, y .p a.ry cv' ";ert.v,
v-?r�i? £a .. r. te�z . a b%t r,. ? s #
t.' �
.+d.�
��.k`x a� r�. ixSe. } 3
��
k rn
-> ,3' .:� >E ^. lw
n; i .�,__ +x
. 'a_. _, ... -
k. j.
<vM �•.3L ,. s
..
,. �r _ A`a,�i
(Optional) One or
APP-
SBS-SA, APP-
LWC 7
Structural
Min. 200 psi, min 2-
Min. min. 2.0 pcf lnsulfoam
OB500
Min. 0.25-inch SECUROCK
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-120.0
concrete
inch Elastizell
Gypsum -Fiber Roof Board
APP-TA
or APP-TA
(Optional) One or
SBS-SA,APP-
LWC-B
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95.+GL
OB500
Min. 0.25-Inch SECUROCK
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
concrete
Inch Elastizell
or H-Shield
Gypsum -Fiber Roof Board
APP-TA
for APP-TA
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) One or
SBS-SA
SBS-SA, APP-
i
SA, SBS-TA
LWC 9
concrStrucete
concret2
2-inch Elastizell
El
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
-Fiibernch oofBo Board
Gypsun. m-Fiber
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more or
-180.0
FA3 or min. 2.0 pcf lnsulfoam
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam It, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional) One or
APP-
SBS-SA,APP-
LWC-10
concrete
2-inch Celcore or
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearlcrete
FA3 or min. 2.0 pcf lnsulfoam
APP-TA
or APP-TA
t
�.
`a
r tz } aij
-•g- 4i;, ,;s 2_
;.ai-°
ASp`HAIfiANUDR.,
tic, (1'/1PPUEP3�yr�TflNf..
+� §^S
,f:'.a�: 1'i irx a'+."`-"rvi' ,t-M ,:t+:'
.x
.?'
�,
x. .`:k
;;"r
(Optional) One or
Structural
Min. 200 psi, min 2-
Min.1.5-Inch ACFoam II, ENRGY 3, ISO 95+GL
OB500
Min. 0.25-inch SECUROCK
OB500
BP -AA,
more BP -AA or APP-
SBS-AA,SBS-
-225.0
LWC-11
concrete
inch Elastizell
or H-Shield
Gypsum -Fiber Roof Board
APP TA
TA APP TA
Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3,
(Optional) One or
LWC-12
Structural
Min. 200 psi, min.
15095+ H-Shield, H-Shield CG, Multi -Max
CR-20
Min. 0.25-inch SECUROCK
CR-20
BP -AA,
more BP -AA or APP-
SBS-AA-
-180.0
concrete
2-inch Elastizell
Gypsum -Fiber Roof Board
APP TA
TA APP TA
n.
FA3 or min. 2.0 pcf lnsulfoam
TA
Exterior Research and Design, U.C. d/b/a Trinity H ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6r" EDITION (20171 FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 526-2485
Evaluation Report A4297 10.12-R2 for FL16027-R2
Revision 2:09/25/2017
�ppendix 1, Page 15 of 26
\Q , RINITYIERD
TWE
' zl'
, .ONi3IS ONDEDoppvEft ..
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
Type
I Attach
Type
I Attach
Base Ply:j
Ply
Cap Ply
No.
(Note 1)
Concrete (Note 14)
(psf)
Structural
Min. 200 psi, min.
Min. 1.5-Inch ACFoam II, ACFoam 111, ENRGY 3,
Min. 0.25-inch SECUROCK
BP -AA,
(Optional) One or
SBS-AA SSS-
LWC-13
concrete
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi-MaxOR
20
Gypsum -Fiber Roof Board
1
CR-20
I
APP-TA
more BP -AA or APP_
I
TA, API�-TA
I
-222-5
Meadcrete
FA3 or min. 2.0 pcf Insulficiarn
TA
4'B. LIGHTWEIGHTCONCIRETE DECKS- NEW CONSTIRuCnON OR REfidOF_(TEA'_ 0
TYPEAL IMECHANI ATTACHEDANCHCIRSHIEET,-,BONDED INSULATION SONDEDROOFCOVER,''
System
Deck
Lightweight
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Note 1)
Concrete
(Note 14)
(Psf)
Min. 1.5-inch
Min. 22 ga.,
7-inch o.c. at
(Optional) Min.
Thermaroof Composite,
(Optional If
Type 8,
Min. 300 psi
4-inch lap and
1.5-inch
Polytherm Composite or
(Optional If
using AA Base)
LWC-14
vented steel
Approved
GAFGLAS
OMG CR
7-Inch o.c. in
ACFoam II, H-
HA
min. 0.5-inch Structodek
HA
using AA Ply)
One or more
SBS-AA, SBS-
-45.0
475
BSF
two, equally
Shield, Multi -
High Density Fiberboard
TA, APP-TA
at max. 5 ft
cellular LWC
spaced center
Max FA3 or
Roof Insulation or min.
BP -AA
BP -AA or APP-
spans
rows
Pblytherm
0.75-Inch FescoBoard
TA
(homogeneous)
Min.22ga.,
7-Inch o.c. at
Min. 1.5-inch
4-Inch lap and
Type B,
Min. 300 psi
GAFGLAS
OMG CR
7-inch o.c. in
ACFoam 11, H-
(Optional) One
SBS-SA, APP-
LWC-15
vented steel
Approved
Shield, Multi-
HA
None
N/A
SBS-SA
or more SBS-SA
SA, SBS-TA
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Max FA3 or
orAPP-TA
or APP-TA
spans
spaced center
Polytherm
rows
Exterior Research and Design, U.C. d/b/a TrinitylERD
Certificate of Authorization #9503
I
Prepared by: Robert Nlemlnen, PE-59166
bra EDITION (2017) FBC NON-HVHZ EVALUATION '
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
I
Evaluation Report A42970.10.12-132 for rL16u27-R2
j Revitslon2:09/25/2017
Appendix 1, Page 16 of 26
'1-fRINI Y i ERD
41GMTWE16FiTCONCRETE;UCKS NEW CON57RUCflON OR REiiOOF(TEAR D) �`' �',=� s "'
,< r .�..a < a y
As W�"x 3F srylr dl t C4a Xrh6 �r t*,as'
x t v. _x u,� �c,,,:. � ; k✓., � a,� „ �„ „, a � ,,;, 1�'3i`STE(V)iTYpE4E . RQECfiAN1CALLY ATjAICHEDBASE SfIEET�FBpIVDED ROt37COVER; fit-,.
Base Sheet (Note A below)
Roof Cover (Note 15)
System
No.
Deck
Lightweight Concrete (Note 14)
MDP
(psf)
Type
(Note 1)
Fasteners
Attach
Base Ply
Cap Ply
(Note A)
ENialeCEI,WLARIIGNIWEIWT INSBlATIRGCoicit' E .''t{�., w? ,,R
,_.�z..
ti tf r x- '� n,? 7 i ., ,.i
Min. 300 psi, min. 2-inch thick cellular
Min. 22 ga., type B steel
LWC. Note: To qualify the LWIC under this
7-Inch o.c. in a 3-Inch lap and 7-inch o.c. in
(Optional)
LWC-16
at max 5 ft spans or
assembly, an OMG CR BPFsholl achieve
B3
OMG CR BPF
two, equally spaced, staggered rows In the
One or more
SBS-AA, APP-
-45.0
structural concrete
an average withdrawal of 5316f when
field of the sheet
BP -AA
TA
tested per TA5105 orANSI/SPRI FX-1
.CEtcORE Cfl.1,D1AR
LIGHTWEIGHT INEULATINGCCflN[RETE."1;'r,.-�
Min. 0.0179-inch
Tensilform 5-75 or min.
Trufast FM-90 or
8-Inch o.c. in a 3-inch lap and 16-Inch o.c. In
One or more
LWC-17
0.0205•inch Tensllform
Min. 200 psi, min. 2-inch thick Celcore
BI, B2, B3 or B7
two, equally spaced, staggered rows in the
SBS-AA
-37.5
75 at max. 5 ft spans or
OMG CR BPF
field of the sheet
BP AA
structural concrete
Min. 22 ga., type B steel
Trufast FM-90 or
7-Inch o.c. in a 3-Inch lap and 7-inch o.c. in
One or more
LWC-18
at max ft spans or
Min. 200 psi, min. 2-inch thick Celcore
BI through B12
two equally spaced, staggered rows in the
SBS-AA
-45.0
structural concrete
OMG CR BPF
field of the sheet
BP AA
Min. 26 ga., type HF
BS, B2, B3, B4,
9-inch o.c. in a 3-inch lap and 9-inch o.c. in
LWC-19
steel at max 5 ft spans
Min. 225 psi, min. 2-Inch thick Celcore MF
B7, B8, BID, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
or structural concrete
or B12
field of the sheet
BP AA
Min. 22 ga., type B steel
BS, B2, B3, B4,
7-Inch o.c. in a 3-inch lap and 14-Inch o.c. in
LWC-20
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, 58, B30, B31
OMG CR BPF
two, equally spaced, staggered rows In the
e or more
One
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
Min. 22 ga., type B.steel
B3, B2, B3, B4,
9-Inch o.c. in a 3-inch lap and 9-Inch o.c. in
LWC-21
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, BID, B31
OMG CR BPF
two, equally spaced, staggered rows in the
e or more
One
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
Min. 22 ga., type B steel
Trufast Twin Loc-
9-inch o.c. in a 4-inch lap and 18-inch o.c. in
One or more
SBS-AA, SBS-
LWC-22
at max 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B3 or B2
Nail
two, equally spaced, staggered rows in the
BP -AA or APP-
TA APP TA
-45.0
structural concrete
field of the sheet
TA
or
Min. 22 ga., type B steel
B2 (with poly-
Trufast Twin Loc-
9-Inch o.c. in a 4-Inch lap and 18-inch o.c. in
One or more
SBS-SA, APP-
LWC-23
at max ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
film top surface)
Nail
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
8-Inch o.c. in a 4-Inch lap and 8-Inch o.c. in
BP -AA or APP-
SBS-AA, SBS-
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-Inch thick Celcore MF
E2
Trufast FM-90
-60.0
structural concrete
three equally spaced, staggered center rows
TA
TA or APP-TA
Min. 22 ga., type B steel
I
B2 (with poly-
in a lap and 8-inch in
One or more
SBS-SA, APP-
LWC-25
at max 5 ft spans or
Min. 300 psi, min. 2-Inch thick Celcore MF
Trufast FM-90
SBS-SA or
SA, SBS-TA
-60.0
structural concrete
film top surface)
three qu paced, center
three equally spaced, staggered center rows
APP TA
or APP-TA
Exterior Research and Design, U.C. d/b/a Trinity ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6" EDITION (7017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
I
Evaluation Report A42970.10.12-R2 for FL36027-R2
Revision 2:09/25/2017
Appendix 1, Page 17 of 26
\�TKINIIYI
ERD-
s TABI£4C" LIGHTWEIGHT CONORETEDECKS NEW CONSTRUCTION DR RERCIOF(TEAROFFj; +s 7' '` ? ° i
{. a5` r
*i
M_ECHANIG1LlY'AT7ACNEDWESHEET;,B0NDED RO0FC0VER,1 -t <�, .}',:,.. •;", „p i°
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 341
MOP
Type
No.
(Note 1)
Fasteners
Attach
Base Ply
Cap Ply
(Psi)
(Note A)
Min. 22 ga., type B steel
Trufast FM-90 or
7-Inch o.c. in a 3-Inch lap and 7-inch o.c. in
One or more
LWC-26
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore
Bi through B32
two, equally spaced, staggered rows in the
SBS-AA
-75.0
structural concrete
OMG CR BPF
field of the sheet
BP AA
Min. 22 ga., type B steel
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-Inch thick Celcore MF
Pol lass
Trufast FM-260
10-inch o.c. In a 4-Inch la and 10-inch o.c. in
P
(Optional) BP-
AP., 585-
-90.0
structural concrete
st
Elastobase Poly
three equally spaced, staggered center rows
AA or
AA or APP-TA
TA,
TA, APP-TA
LIGHTWEIGHT INSUIATINGWNCRErE.
,`:._•;` +• '.,";. -.. ".,+ •�- t"„� y
,ELASTLCFLCCEuuIAR
..."F ,, .. ,- r .-
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-Inch thick Elastizell
Trufast FM-90 or
7,5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-AA, SBS-
LWC-28
0.0205'inch Tensilform
BI through 812
in two, equally spaced, staggered rows in the
BP -AA or APP-
-30.0
75 at max. 5 ft spans or
Range II
OMG CR BPF
field of the sheet
TA
TA or APP TA
structural concrete
Min. 0.0179-Inch
Tensilform 5-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-Inch o.c.
One or more
SBS-SA, APP-
LWC-29
0.0205-Inch Tensilform
In two, equally spaced, staggered rows In the
SBS-SA or
SA, SBS-TA
-30.0
75 at max. 5 ft spans or
Range II
film top surface)
OMG CR BPF
field of the sheet
APP-TA
or APP-TA
structural concrete
Min. 22 ga., type B steel
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 or
7-Inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
SBS-AA, SBS-.
LWC-30
at max 5 ft spans or
Range II
BS through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-45.0
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
Min. 200 psi, min. 2-Inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
7-Inch o.c. in a 3-inch lap and 7-Inch o.c. In
One or more
SBS-SA, APP-
LWC-31
at max 5 ft spans or
p
Range II
film top surface)
OMG CR BPF
two, equally spaced, staggered rows In the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
min. 22 ga., type B steel
Min. 350 psi, min. 2-Inch thick Elastizell
Trufast Twin Loc-
6-Inch o.c. in a 4-Inch lap and 6-inch o.c. in
SBS-AA, SBS-
LWC-32
at max 5 ft spans or
with Zell -Crete Fibers, supple -mentally
B2
Nails (min. 1.8-
three, equally spaced_, staggered rows in the
One or more
TA, SBS-SA,
-60.0
structural concrete
attached with Roofgrip #21 and 3-Inch
inch)
field of the sheet
BP -AA
APP-TA or
plates at 1 per 8 ft2
APP-SA
Min. ga., type B steel
Min. 350 psi,. min. 2-Inch thick Elastizell
with Zell -Crete Fibers, supple -mentally
82 (with poly-
Trufast Twin Loc-
a flinch lap and 6-inch o.c. In
SBS-SA or
SBS-SA, APP-
LWC-33
x
at max 5 ft spans or
attached with.Roofgrip #21 and 3-Inch
film top surface)
Nails (min. 1.8-
three, equally
ll
three, equally spaced, staggered rows in the
APP TA
SA, SBS-TA
-60.0
structural concrete
plates at 1 per 8 ft2
Inch)
field of the sheet
or APP-TA
MfARICRETECELIWLARLGRIWEIGMINSuIATIN6cONCPETEr:-
•' ", ir., w-°
Min. 24 ga., type B steel
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 10-Inch o.c.
One or more
On
LWC-34
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Mearlcrete
B3 through B12
in two, equally spaced, staggered rows in the
SBS-AA
-30.0
structural concrete
OMG CR BPF
field of the sheet
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
OIEDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL36027-R2
Revision 2: 09/25/2017
Appendix 1, Page 18 of 26
i
ERD
TRINITY
`" �".:t' c ��Is`7� ':,�. r',sti.�-� *�'''�/p+"-"e'�'�tABLE 4C `1tGHy1WEIGH7CONCRETE'AECKS NEVI)CON5iRUCiION OR RER00F (TfAa DPFj T iar s;�'r �i'�'�'��'�"t t,:� � � i`i,;
�F f v .. � �r. ..- y Y vS i t44 S v ', �'f^s h •�` '4 '° 4 �"l"i+ �i.
5 �Y' .t is� F � r+�{�rigi('°V.ks
aM
.�-.:i.• ,-s: as b ,:3Y - „.a. SYSTEMT PE,E=N1FxS�AN1CALk.Y-Ai•1•ACHEOtBASESHEET:�ONpEp-ROO'.F,COVER ,,,,Ps n'"' ...°r•,�',- . -.€ � r, i • . , F,a,.',z _
t.. •,�'� 5.
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MDP
(psf)
Type
No.
(Note 1)
(Nate A)
Fasteners
Attach
Base Ply
Cap Ply
Min. 22 ga., type B steel
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-Inch o.c. in
One or more
A, SBS-
LWC-35
spans or
at max 5 itspans
Min. 300 psi, min. 2-inch thick Mearlcrete
B3, B2 or 012
OMG OR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
or
TA or APP-TA
-45.0
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-36
at max ft spans or
Min. 300 psi, min. 2-inch [hick Mearlcrete
film top surface)
OMG OR BPF
two, equally spaced, staggered rows in the
565-SA or
SA, 585-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA ,
Min. 22 ga., type B steel
Bl, 82, B3, B7 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
A, SBS-
LWC-37
at max 5 It spans or
Min. 300 psi, min. 2-inch [hick Mearlcrete
two, equally spaced, staggered rows in the
BP -AA or APP-
-52.5
structural concrete
g11
OMG CR BPF
fleld of the sheet
TA
TA 7A or or APP-TA
Min. 22 ga., type B steel
7-Inch o.c. In a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-38
at max 5 It spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
82 (with poly-
Trufast FM-90 or
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-52.5
structural concrete
fllm top surface)
OMG CR BPF
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded as follows:
BI: Polygloss G2 Base; B2: Polyglass Elostobose or Polygloss Elostobose Poly; 83: GAFGLAS #75, B4: GAFGLASStrotavent Nalloble Venting Base Sheet, B5: GAFGLAS Ply 4; BE: GAFGLAS FlexPly 6,- 67: JM Perma Ply
No. 28; B8:JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier, B31: Tamko Glass -Base; B12: Tamko Vapor -Chan
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6r" EDITION (2017) FBC NON-HVHZ EVALUATi6N
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.30.12-R2 for FL36027-112
Revision 2:09/25/21117
Appendix 1, Page 19 of 26
QOTkINITYIERD
�'.t`s-.-,,F ",� r f' is ?TABLE SA CEMENTITIOUS 0FONCS4WBOERROOF
,a
°„."-; 5'I�TEM;C,�'PEWAO-i:DFBERD,KS�ONSNLICTI61,1
�d.t`:I `
,` _°n�;?.,. .., t`*'rF +�r`.'a1',t.>..•s ei.t �.
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-1
Min. 2.5-inch Tectum
ISO H-Shield,
D-IS or
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
0.15 or
BP-AA
more BP -AA or APP-
SBS-AA, SBS-TA,
- 45.0
Plank or Tectum is Plank
t,
Poly[hermherm, ENRGV-3
OB500
inch Structodek High Density Fiberboard Roof
OB500
APP TA
Insulation
TA
Min. 2.5-Inch Tectum
Min. 1.5-Inch ACFoam 11,
D-15 or
Min. 0.25-Inch Dens Deck, Dens Deck Prime,
D-IS or
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA,
CWF-2
Plank or Tectum LS Plank
ISO 95+GL, H-Shield,
OB500
SECUROCK Gypsum -Fiber Roof Board
OB500
APP-TA
more SBS-SA or
APP TA APP SA
-45.0
Polytherm, ENRGY-3
APP-TA
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-3
Min. 2.5-inch Tectum
CR-20
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
CR-20
BP -AA
more BP -AA or APp-
SBS-AA, SBS-TA,
-52.5
Plank or Tectum LS Plank
PolISO therm, ENRGH-Shl-3
Polytherm, ENRGY-3
Inch Structodek High Density Fiberboard Roof
APP TA
Insulation
TA
CWF 4
Min.
Tech Tectum
Min. 1.5-inch ACFoam II,
ISOPol 95+GL, H-ShiENRG
CR-20
Min. 0.25-Inch Dens Deck, Dens Deck Prime,
585-SA or
(Optional) One or
SBS-TA, SBS-SA,
or
Plank or Tectum LS Plank
-3
Poly[herm, ENRGY-3
SECUROCK Gypsum -Fiber Roof Board
CR-20
APP TA
more 5B5-SA or
qpP-TA, APP-SA
-52.5
qpp-TA
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.30.12-R2 for FL36027-R2
Revision 2:09/25/2017
Appendix 1, Page 20 of 26
TRINITY J ERD
i
s "y^<3 �,
7v, 'y' "y'TAB1EiB C N1ENTITIOUS WOODPIBER DECKS" NEWCONSfRUCTtON oa RE RI OF(Tu{R=OcF
c'
,y
weAYSTEMTYPE.1�21M, CHIkNJCIdttY ATTACHER�•ANCHL'?R SHF£Trj�O,MDEU_.fRISULATIONY.BONISELLOOCtF
System
Deck,
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MOP
No.
(Note 1)
Type
Fastener
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 1.5-Inch
Min. 0.25-inch Dens Deck, Dens
Min. inch
Polyglass
9-inch o.c. In 4-inch
ACFoam ILACFoam
Deck Prime, SECUROCK Gypsum -
(Optional)
Tecturn Plank
Elastobase,
Trufast
lap and 12-Inch o.c.
H-
Fiber Roof Board, Min.0.75-Inch
One or more
SBS-AA,
CWF-5
or Tectum LS
or Tect
Polyglass
Inuldek
in two, equally
eld, ENGL,
ShIII,ield,
Shield, ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
Bp -AA
BP -AA or
SBS-TA,
-30.0•
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
Polytherm or Multi-
High
APP TA
APP-TA
Polyglass G2 Base
center rows
Density Finchboard Rook
Density Fiberboard Roof
Max FA3
Insulation
Polyglass
946ch o.c. in 4-inch
Min.1.5-Inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 12-inch o.c.
ACFoam II, ACFoam
Min. 0.25-Inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
in two, equally
III, ISO95+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-30.0`
or Tectum LS
Elastobase Poly,
Loc-Nall
spaced, staggered
Shield, ENRGY 3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polyglass G2 Base
center rows
polytherm or Multi-
APP-TA
APP-SA
Max FA3
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-Inch
ACFoam Il, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
lap and 1&Inch o.c.
III, ISO95+GL, H-
Fiber Roof Board, Min. 0.75-inch
One or more
SBS-AA,
CWF-7
or Tectum LS
Polyglass
Twin
in two, equally
Shield, ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
BP -AA
BP -AA or
SBS-TA,
-45.0•
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
polytherm or Multi-
min. 0.5-Inch Structodek High
APPTA
APP-TA
Polyglass G2 Base
center rows
Density Fiberboard Roof
Max FA3
Insulation
Polyglass
9-inch o.c. In 4-Inch
Min. 1.5-Inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 38-inch o.c.
ACFoam II, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
Plank
TecturCWFB
Polyglass
Twin
in two, equally
Ill, 5+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-45.0`
or Tect
or Teclum is
Elastobase Poly,
Loc-Nail
spaced, staggered '
3,
Shield,rm
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polyglass G2 Base
center rows
Polyerm or Multi-
or
qpp-7A
qpp-5q
Max
Max FA3
F
Exterior Research and Design, LLC. d/b/a Trinity)ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6m EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
i
Evaluation Report A42970.10.12-112 for FL16D27-R2
Revision 2: 09/25/2017
Appendix 1, Page 21 of 26
r :>ra,f;
k," .� ^ I �,$nqe ca,�+Ti4iL�E5GtM£j}CyT10U5 t3fQDO.�RERUEtC,S,"t'FE4„CBNSTRUCCtt'N, RFROk1P (TEate.-OcFj 4R,R£UER'f + " "'' p *ilr �,
K"* is+`rt.5 �`F
_:z J i
tv"„�.,,_±t,::r
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 2.5-inch Min. 2-Inch H-
OMG Polymer GypTec Plate -
Min. 0.5-Inch Structodek
(Optional if using AA
SBS-AA,
CWF-9
Tectum Plank or Shield or
with Polymer GypTec or TruFast
1 per 4 ft'
High Density Fiberboard
HA
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0•
Tectum l5 Plank Polytherm
TL 3 in. Plate with TL Fastener
Roof Insulation
AA Ply) BP -AA
or APP-TA
APP-TA
��,�' sx £�` �h44=x�i>>��'"4
�>�'LRBLESD"fC£ME.NTIT'10I1"SVIfOD�F�I,B,ERI�C•,�ItS
°N�W'CONST$11GT!"OPIF�ERI�DOE(TEAROFF)L7RFREGDV£R,l..f";r,st" ,„�!wi [
E.!"...'"�
ryi9 �� .�„",�,'' „�T,v°.r,s:
aa,
;'(."53iSfEMI YVECt 1NEL}IAI'i1CAL"C'AT]°AC U1tVSifLAfii3O,N.B,QIJDFD7i'LtOF7CitVER „„ „d, . ! + ,`, ":'n . ,Y„ k r„ s%j
System
Deck (Note 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
(psi)
Min. 2.5-inch
(Optional) One or
Min. 0.25-Inch Dens Deck, Dens Deck Prime
(Optional if using AA
SBS-AA,
WF-10
Tectum Plank or
more layers, any
or SECUROCK Gypsum -Fiber Roof Board or
Trufast Twin Loc-Nails
1 per 2 ft ,
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0•
Tectum l5 Plank
combination, loose
min. Inch todek High Density
(min. 1-inch embedment)
AA Ply) BP -AA
laid
Fiberboard Roofof Insulation
or APP-TA
APP-TA
T;
s * * y' ARLFSE CEMENTITIOUSWPOAFl9EROECRS NEVJCONSTRtlRIONoxRERUbFjTxaRA F) " y
`3iASES `.,,.z�r
0k'9•if>)SiUAT')<D; IE HATdECAI1.Y&?CASCHEp ik,'.Ta lYDEDrgt7,p1'1F t:�oVE�I�#{��",�„�a-w
""r.K•rk�:k„ +_I,.,
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MDP
Base
Fasteners
Attach
Base Ply
I Cap Ply
No.
(psf)
CWF-11
Min. 2.5, inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Inuldek
9-inch o.c. in 4-inch lap and 12-inch o.c. In two,
(Optional) One or
SBS-AA, SBS-TA,
or Tectum LS Plank
Poly, Polyglass G2 Base
Loc-Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
_30.0•
CWF-12
Min. 2.5-Inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Twin Loc-
9-inch o.c. in 4-Inch lap and 18-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-TA,
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equally spaced, staggerecicenter rows
more BP -AA or APP-TA
APP-TA
0,
I
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report A42970I'10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6"'EDITION (2027) FBC NON-HVHZ EVALUATION Revision 2: 09/2Q2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 22 of 26
�y�
g5 '.t�tf�
3�t { 4 f ^33�t
r;+ :?
�'UwiI ii „r.ErrSY5Tf
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Notes 1 & 12)
(psf)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
G-1
Existing, sound poured gypsum
Min.(Optional)
2.0 pcf, lnsulfoam
08500
additional layers(s) of base
OB500
SBS-SA
(Optional) one
SBS-SA, APP-SA
-112.5
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3 or
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
or more585-SA
SBS-SA, APP-SA,
-112.5
G-2
or gypsum plank deck
H-Shield
insulation
or APP-TA
SBS-TA or APP-TA
(Optional) One
Existing, sound poured gypsum
Min. 1.5-Inch ACFoam II, ENRGY 3 or
OB500
Min. 0.25-Inch SECU ROCK Gypsum-
OB500
585-SA
or more SBS-SA
S85-SA, APP-SA,
-112.5
G-3
or gypsum plank deck
H-Shield or min. 2.0 pcf, lnsulfoam
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
Existing, sound poured gypsum
Min. 1.5-Inch ACFoam Il, ENRGY 3,
(Optional) additional layers(s) of base
(Optional)One
SBS-SA, APP-SA,
G-4
or gypsum plank deck
H-Shield or Multi -Max FA3
M-OSFA
insulation and/or min. 0.25-inch
M-OSFA
SBS-SA
or more SBS-SA
585-TA or APP-TA
-202.5
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
G-5
Existing, sound poured gypsum
Min. 1.5-Inch, min. 2.0 pcf lnsulfoam
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional)One
SBS-SA, APP-SA
-240.0
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
G-6
Existing, sound poured
g p gypsum
Min. 1.5-inch, min. 2.0 pcf lnsulfoam
CR-20
Min.0 SECUROCKG sum-
Gypsum-
CR-20
SBS-SA
or more SBS-SA
SBS-SA,
-240.0
of gypsum plank deck
Roof
Fiber Roof Board
or APP-TA
rAPP-,
SBS-TA or APP-TA
(Optional
(Optional if using
Existing, sound poured gypsum
. .
Min. 025-inch Dens Deck, Dens
if using
AA Base) One or
SBS-AA, SBS-TA,
G-7
or gypsum plank deck
Deck Prime or SECUROCK Gypsum-
CR-20
None
N/A
AA Ply)
more BP -AA or
APP-TA
-245.0
Fiber Roof Board
BP -AA
APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
G-8
or gypsum plank deck
ENRGY 3, H-Shield, H-Shield CG or
CR-20
insulation and/or min. 0.25-Inch
CR-20
SBS-SA
or more SBS-SA
SBS-TA or APP-TA
-257.5
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity] ERD
Certifcate of Authorization #9503 C' EDITION (2017) FBC NON.HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
I
I
Evaluation Report A42970.30.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 23 of 26
n ' �
*'
is yx� t'}'""' 1'''^i".'(P$i1MDECKST
;R�R00FI
fAII.OFF7 w.* I 4
s$ jv atik
a"x*h zx+u W
i^. t
L it 9
t S
ry a ftr r4 }a 'ba'd,�Y
14'�
._,,,:s,�.,,, ';';r��„4roYr�rn.'r-?'�'•.NSXS3'BNi"'PA^,MECHANIC'A�:isi'}1-fiAGH6pANHORSi'7EE'tr9C'NpEA.1F�SUUITIONNt)I�f)�D`liiA,AFCOVER�
1,,. tls=-.....::�
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
System
Deck
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
cap Ply
(psf)
(Note 11)
Min. 0.25-Inch Dens Deck, Dens
Polyglass
9-inch o.c. in 4-
Min. 1.5-Inch
Deck Prime, SECUROCK Gypsum -
Existing, sound
Elastobase,
Trufast FM-
inch lap and 18-
ACFoam II, ACFoam
Fiber Roof Board, Min. 0.75-inch
(Optional)
SBS-AA,
G 9
Poured
p gypsum
Polyglass
75 or FM-
inch in two,
III, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One or more
SBS-TA,
-45.0•
or
Elastobase Poly,
90or Twin
equo.ally
equally spaced,
ShieIS0ld, ENGL,
3,
Shielderm
min. 0.5-inch S[ructodek High
BP -AA or
APP-TA
plank deck
plank deck
Polyglass G2 Base
Loc-Nails
staggered center
Polytherm or Multi-
or
Density Fiberboard Roof
APP TA
•
rows
Max FA3,
Insulation
°t+r�-••i"`'
"r''`a:'�"a
40
,y`rs^crr rein+"'s.,.,. 'r::�5if,E
yi,�,{.' s.LIA0yCFC
NI
r'Oi}Fr
+".."-'`,rti,3,u.,
er ,r :'
`•„id,f.,=.i t
i3$ fEvlGP
e rg''�t_r;'*-,F"*:u. Am V
:Y1s t.., ': ` w .-s "';' '•�:^
System
Base Insulation Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Layer Type Fasteners (Note 11) Attach
(psf)
Base Ply
Ply
Cap Ply
Min. 0.25-Inch Dens Deck, Dens Deck
Existing Sound
(Optional) One or
Prime or SECU ROCK Gypsum -Fiber
more layers, any
Trufast Twin Loc-
z
(Optional if
(Optional (fusing AA Base) One
S8S-AA, SBS-
G-10
poured gypsum or
Roof Board or min. Inch
combination, loose
Nails (min.
1 per 2 k
using AA Ply)
or more BP -AA or APP-TA
TA, APP-TA
-45.0`
gypsum plank deck
Density
Structodek High Density Fiberboard
embedment)
embedment)
BP -AA
laid
Roof Insulation
�rsr. ^t,f, tjFl of «a, s i'C;j,»lijjy'4['" + TAPLE 6D OVRSUMbECKS'REROOF(TaapFfj
r?��';:.
S`tEM,,Eff.''NAM:1N$tl`h7po,"mEtHAFiICAiCYA:RACHBDSASESHEE,T�9Cf%IDANU�,OCE'Rr..,,�,. s7�;,',L;+,„a,) :• a�
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1) Base
Fasteners (Note 11)
Attach
Base Ply
!Cap Ply
(psf)
Existing sound poured Polyglass Elastobase, Polyglass Elastobase
Trufast FM-75 or FM-90 or
9-inch o.c. in 4-inch lap and 18-Inch o.c. in
(Optional) One or more
SBS-AA, SBS-TA,
G-11
gypsum or gypsum Poly, Polyglass G2 Base
Twin Loc-Nails
two, equallyspaced; staggered center rows
BP -AA or APP-TA
APP-TA
-45.0
plank deck
I
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization 89503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation
FL16027-R2
09/25/2017
age 24 of 26
I
�.i^vYri kYFtA�tt
E.tiOVE�Rxy A P�LJIt'nAT�7N.s:.crlE
'if �{
{`7fhAk:Wi ,R
.
qy+ CAh yY}
':4 Lgf
. 33txi5Wi-EJyR';if'�ii'%S.
4h.r>vapna1.
System
Base Insulation Layer
Top Insulation layer
Roof Cover (Note 1S)
MDP
No
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Existing
(Optional) additional layers(s) of base
(Optional) One ormore
SBS-SA, ,
R-1
asphaltic roof
Min. 1.5-Inch Multi -Max FA3
D-IS
insulation and/or min. 0.25-Inch
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA orr APP-APP-TA
-67.5
SECUROCK Gypsum -Fiber Roof Board
Existing
(Optional) additional layers(s) of base
(Optional) One or more
R 2
asphaltic roof
Min. 2.0 pcf Insulfoam
D-IS
insulation
D-IS
SBS-SA
SBS-SA
SBS-SA, APP-SA
-90.0
Existing
Min. 1.5-Inch ACFoam II or ENRGY 3 or min.
Min. 0.25-Inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-3
asphaltic roof
. 2.0 pcf Insulfoam
D-IS
Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-90.0
Existing
(Optional) additional layers(s) of base
(Optional) more
SBS-SA,
R-4
Min. 1.5-inch ACFoam II or ENRGY 3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
-90.0
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
PP -TA
SBS-SA or APP-TA
rAPP-,
SBS-TA or APP-TA
Existing
(Optional) additional layersofbase
(Optional) One or more
R-5
asphaltic roof
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
insulation
OB500
SBS-SA
SBS-SA
SBS-SA, APP-SA
-120.0
Existing
Min. 0.25-Inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-6
asphaltic roof
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-120.0
Existing
MIn.1.5-inch ACFoam II, ENRGY 3 or H-
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
R7
OB500
InsulSECUROCK
OB500
SBS-SA
-127.5
asphaltic roof
Shield
Roof
SECUROCK Gypsum -Fiber Roof Board
Amore
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
Min. ACFoam II, ENRGV 3, H-
M-
(Optional) additional layers(s) of base
M-
(Optional)One or more
SBS-SA, APP-SA,
R-g
insulation and/or min. inch
SBS-SA
-157.5
asphaltic roof
11 orinch
Shield or Multi -Max FA3
OSFA
SECUROCK Gypsum -Fiber Roof Board
iber R
OSFA
SBS-SA or APP-TA
SBS-TA or APP-TA
R 9
Existing
Min. 2.0 pcf Insulfoam
CR-20
(Optional) additional layers(s) of base
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
-240.0
asphaltic roof
insulation
SRS-SA
R-10
Existing
Min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
asphaltic roof
Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Min. 1.5-Inch Ultra -Max or Multi -Max FA-3,
(Optional) additional layers(s) of base
R-11
Existing
min. 1.3-inch ACFoam 111 or min. 1.0-inch
CR-20
insulation and/or min. 0.25-Inch
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
asphaltic roof
0 95+GL, H-Shield, H-Shield CG or ENRGY
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
3
(Optional) additional layers(s) of base
R-12
Existing
Min. 2-inch ACFoam II, ENRGY-3 or H-Shield
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
(Optional) or more
SBS-SA, APP-SA,
2475
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
PP-TAne
SBS-SA or AP -TA
SBS or APP-TA
Existing
Min. 0.25-Inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-13
asphaltic roof
Min. 1.5-Inch Multi -Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-67.5
Board
I
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
I
5B5-AA, SBS-TA or
R-14
asphaltic roof
2.0 pcf Insulfoam
D-IS
Prime or SECUROCK Gypsum -Ether Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-90.0
Board
I
Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A42970.30.12-R2 for FL16027-RZ
Certificate of Authorization #9503 * 6"' EDITION (2017) FBC NON-HVHZ EVALUATION i Revision 1: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 25 of 26
\\JTRINITYIERD
T fiVWiAh9
VEJ AM fiYWiAb9 P,
'YPE
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Existing
Min. 1.5-Inch ACFoam 11, ENRGY 3, H-Shield
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-15
OBSCO
Prime or SECUROCK Gypsum -Fiber Roof
OB500
-127.5
asphaltic roof
or ISO 95+GL
SA, APP-TA
BP -AA or APP-TA
APP-TA
Board
Existing
Min. 1.5-inch ACFoam 11, ENRGY 3, H-Shield
M-
Min. 0.25-inch SECUROCK Gypsum -Fiber
M_
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-16
asphaltic roof
or Multi -Max FA3
OSFA
Roof Board
OSFA
SA, APP-TA
BP -AA or APP-TA
APP-TA
-157.5
Min. 1.5-Inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
R-17
CR-20
CR-20
BP -AA
SBS-AA
-225.0
asphaltic roof
ISO 95+GL, H-Shield, H-Shleld CG or ENRGY
Roof Board
BP AA
3 or min. 2.0 pcf Insulfoam
I
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-inch ACFoam ill or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
R-28
asphaltic roof
iso gs+GL, H-shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
APP-TA
APP-TA
APP-TA
-232.5
3 or min. 2.0 pcf Insulfoam
�iTABLE 7kI1EtGVERAPPb&TI0NS'_'
LATEID,'BONDED BASE SHEET, 80NOTID ROOF COVER
System
Roof Cover (Note 15)
MD
Deck
Primer
(Psf)
Base Ply
Ply
Cap Ply —
_1
R R 19
Existing
ASTM D41
I
BP -AA (Optional if using asphalt applied Ply)
I
(Optional if using asphalt applied Base) BP -AA or APP-TA
I
SBS-AA, SBS-TA, APP-TA
I
- 45.0
asphaltic roof
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificite of Authorization #9503
Prepared by; Robert Nleminen, PE-59166
6'"EDItION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A4297 .10.12-R2 for FL16027-R2
I Revision 2: 09/25/2017
Appendix 1, Page 26 of 26
FEB 2 6 9019
ST. Lucie County, Permitting
This _r 1 .. Report issuedunder
for use of fle Waded under ft awwa � Code wd mnb Wftl
Codp
..,,> • ,
1. -
L.1..:A .'1= -
.How
•:notedhereftL
--
nced
chanomorthe.. _ - " - -
EvaktaSon - Report-
Report*mwnelits with each Code Old--
E' '
If any portion of 111te ftskotilon Report is - - -
.S •. ;
Robetti.�f. ,'P.E
gm�ro Xa.£ .Rm7doD(XANELM
m•ras�. r.ag
P.Em
GF
L Tift ISM dons not hare, nor does it knead to acq,ase or wA it acq,®P, a. fa� erlgest to MW COMP&W uwmdacDAm% a
dwft9Mpwductsftewaluata&
2. TrrhWIERDsactownatopetatedarmatroRedbYefrcoraPa+Y rAmuftewn oe ltaww.
3. Robert Wvwdne% P.E. does not have nor vdn ate+ a ftna.aciallisagestiR aWc mmV ors aC pmd mfor
vdadr;be evatoaoon neporG are bei+R isued
.t_ Robert P.E.does not have, nor vrlill ac*dre, a fah Merest to aay other eaftbnotved to the a� process afthe
h
r. TVs is a buMm code evahsisdam -Nedher Trir * jEW nor Robert @farea,Pm,, P.E_ are6'e, aay vary, the DesWw of Rsxwd for aay.
projeGnowhichthisEvabmtionReport. orprevious thaeof,'s/vrasumdforperm oedeskgedaaoeuaffindaD�
rfmr atpirpose.
[77'7747,7777 11:77, Ill., I . :
P
150431
LCACU
ISDC6
15072A/15U7A.1,IW2.a2
354733
3. RORMCM
En"Walmm
phy3kwRoperries
phv*w plopernes
Phy0cal From
phyaco PMPMUM
phpicd Roper
phoskwRoperrilis
mvvsi� ftoperam
"Wacal Rapartles
nwsicw Roperms
PlIvsk2iftoparizes
Pbysicw Ploperries
AwdwMdWwftft
WhwResbramm
QWWCMWlFVl
Mawr
.0ritral.
4.
SMadud
FM404
UUM
Ammem
AM DlM
FRSVMAFd2=M'-14
Y=
2M
=2
20M
2M
2w
41 Tf"kft Sm" SA AhMOB Undeftpn= is a seffv&eft& Sbs"vW reir*woK sandsurbc4 SM
modfiWbaumm VCCff�wfta3&awhawmtwdft ASM DIM
4.2 Td4k& SIA Iff TU Unduftymeft is sd&-abwjn& noo-rave pdVesW fabric SM modftd
bftunm roams meMASM DlM wW FR&VM Apa 2W2
4.3 Td4kft SMOMb HT S/A meetsUn*wbymmt is a seWa&mkt& &W_ma mbd=4 ft*_
axxmombftumen roof underbyalerit meets AsTm DlWm AfffiW4 SM
S. Lauxuam
su Tft is a &Aftig code e4A&atkpjL NMVW *mdlilERD aw Robert Memirumm, P.E. are, k' MW uW. the
005GOOr Of Record for MW Project an which Uft EReport or prevlow versions W4 r
JrrBs
52 Thb BrANIUM RePwUS rWtfcw use in FBCHWM*b&cbom
53 Fire ClassOmborr Is IM PM of this Evaklam Repor4 refer to cwmk Approved RooRAg huftriab
DkecWyfor Me faUW of flib prodat.
aw Ck!gm Lgr
FOAM24*6
®r
tz
SA TiH$= Roos Undwkwents; may be used with any prepared roof cow""' the r is
sPedficAy referenced witlme EBC approval doormen s R not bte4 a request may be mede to flue
Authority hmftJwtcBmm for approval based on this eva wt wm6•s+ed with suppotit ft forthe
prepaWroof aoveft
5-5 ABIDwebteRo�frnws:
tttW0n7ik
FaaalOnTila
itedl
Vimashabn
!�-7�
Wdnbyment
Yes
No
No
ho
TMdaitYpnot TU
Yes.
Yes
Seeiil.
YesY
T"U tsmootbH[s/A
WRILyment
Yes
No
HO
yes
Yes
5.51 'Foam•On Tile is bfted to use oftM fall ftApproved the /
KPA Fbita<Y*AH-1W I RS32 1 Tri-B&*S/AHTTULWM*VpUeM --
DwTYaDooC" -H125S iti-Ot1t1[5/AHr711lI�d@treymseu
&6 Ali - - ee..k.
5.61 13"agt-Band to OerJc
t:5ard-ASASfm�lel Vmen;tTr;4BuIltSJA#ffTU Underbiment or TriBuft SmogAoff Si/A
> ftwood; AMM M pm and *WOW, OS4 AMU M pruned M Sin Yelow true%MM D41
primedSoudmnYellow Fine,ASiMDoiWaned stiUcnaalcowe e
vWBernot required ors plywood, OSa orsautirwn Yglav tine T�Pi ttC
recommends, I I the deck if the final rod mva is not slued for instatMon %* n M horns. Motor
Tt� Materials m oupy = requkes t oreame-andigrom board ded be amnred via pt wood a
068 prior ib soon ofthe� nmda�yrnent
S67
Tri-Suitftn"SASbiWeUndelaymear,Trf•BuitS/ANlT4Undedarm aaritFBaa't5mootHT$/A
U=lwhymt»t app5ed tD:
> Dens'DeckFRii sEaw,=Gypwm"jrwawacanL
Far insiallefim under medrw=* attadred prepared roof mvMWS isAnIMM Sing be attwWd Per
mbwwt regpfrernents of the preps roof mremg maludamaer'S prodxt Approv& For
mStabbom
under f m-err t7e system My -&a S/A HT Tti Wderhyment o*), i mbUm 8U&=M smff be
bv a quaVed design t Dml aid -ate based on try of the
5V-IO mInaomrdamewithFM4474,AppendtaorTASIU,ApperAcl
-- -- '&YW>bT&Aft wf= ft v WsorAcYAmwA*9x aWeSRan *fta*xtAppoidfr0, a VordWA& wmtgsi= wgrIymoaoe
e�oroam&Vhaodnm*R uc
r d• o B" FaenaeFBnn¢eventrrntorr m
- TRFBEirlOrefrtmpprp�st�tag se.iraeq�/ma
r4�raaFG
SA3
5.6.4
M
71
is
#4
7b4M Sar" SA ShoWe UMk&VMBV. Wuft SIA KrTU �
D ASWD226,TypelorufelL
for IRS1111Htim under mfthmcaB aUnched prepared and =QnW. base bW Shell be mched
Per
Tummm COMM reWjwemerft For MSMbbow under foomon tft sptem
WARUPwa oft base bWAa be aMdted per mbm. WO -Oft VA W
12). MwwmemofRwm"2=(m-
2032.(04-24
volume
to dimade*
fteall-cintile
based an
d $*N
ATaWlAor
UIofde*owjndmpre55UreS.m
NWA*mm pe*m m3mv-sre..4"ps-e
Deck: KUL ISM-kxb PIVWDW to project re*&CMMU 10 SWAbCOM.Of Amdwrity
Pruner- (OPbOnal) ASM D41 or RESSM OCTERM PPJPAr=R
UrWW43VDMM TdaLIM SIA HTTU Un d v dwim m i Z, s eff-a&a we d.
wp*nmQRCGp
Decia SWWARRI concneW to rr PEClea mpkements to sadsbcd= of Audxwfty Nobft
Jurisdiction.
Prkner Sop em Ekftcd 600c
Undedapneft TfW 3 M S/A WM Un CIMMIN m 34, 5 eff,3 &,2 red.
mwwmm Damon ftesmm= —o" osp
Dedr mcm ISM-OAPAqatod BOX Wwood (May be insladed C-sift W) to meet Project:
mWwwnentstcwbsWmofAwhont)Fft3mnAwhsap=L
Deck Phv/00d AM be thorov** cleaned to COMM dust end debris that MW'j it
adhesmL All amBaUft fastwars shall be driven &sk with the sum All amp
V&tEfswWw*WW�sbagberemovecV=XlecL
Primer- (OPZF�Rmwwm�
Undoftyment' Tn4kdlt SIA HF TU LAMMIIMUPUWI, seff-adhered, shall be dwcu&* rag USM hand
rOffer WWOr weefted FoRw W ensure *cre are no voids, and ensure'" atsWe and ends
there we I*
W
D edr MIM. 19)!32-mch PkWood to mea pmject reCluvemeals;
HaftiurbemWL to satisfaction Of Audwrity
Base Sheet SOWam SOWa-G or Modem Sopra-6 medWdcaMV all3dbed with n0ft try1=7 5
-� Ws
and tin caps (FW 1517-9L2) spaced &bKh mc'at the 4
equa"V sPaced rows in the cenber of thesheeL and 6-inch Oe in fte%
LkKWd3WAmb Tki-MftS/AHTIU L%d&hWnor*. seF-a&mjcL
5.6.41 For me&ancaRV aMached Base 9K*t,the mmbmedesWPmsmfor the setected yeqmeet•
or=eedthat mpumdandsF AprRmil04-24AMmftA.Table I&
AhaYaat wdy, the awwrpxn dada pressers for the selected assam W snag meet a 0=0d the zone 1
desW pie debernm d In accordance with F6'C 16a in this wse; Zmaes 2 and 3 dal 1 ;'ml an
attattl dM4 by a WmWmd dedp pokgkxW to resist the a Pem a aft
Commmhc tested m�{sods are At {/SPRt Mn.RM-I= Pr�po Oaata Sheet J n gad AN g Ig
4p%5ae Staat RAS 117 Atsenbffm martted with an astt!radc' wary the MWM set forth in
Sermon z 210 7, of PA toss Pregodkn Data cs - i-M {Ja nuaayn" trzone z/3 eaitasroesnea
5.7 .
1> 4bM SV" SA S 9v& Underlaympa or Td4ha 9iooath Hr S/A tMadert shad nee be left
evasedfor bngw*= 304ays after imps
T"MS/AHTTUUnderiaymeatsha6rwtbekit eapasedforionprdwjw.&parWb n.
5$laanitabons(TAS ea PRSA/iitlAar8JD12(Os1�It
Whets k8ft wdtft On the an derla ttent In deed -deck tRe ash, the ma ftmtooFslopesha®
be as f0lows These slope Can wo be e=e&d by bags drubg � of the roof
ule&
i3@awr�da>iLi
� 6a'(IQp�j �C![Gfa•eV!¢tiUHtaA710N
tanaeeArara�taaa�myae� taooisassa�s
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EXTERIOR RESEARCH & DES LLU.
cerbTAMMofm
353 CHRM" STREET, UNR813
OXFORD, CT 06478
(203)2b2-9245
F110674.R13
Date of Issuarim 0tfu
RevWta: 10/O9/2M7
Sam -
This Evaluation Report is issued under Rule 616Z0.3 and the applicable rules and regulations goverlift the use of
construchml materials in the State of Florida. The docimerltation suit" Reed has been reviewed by Robert tYiem®ten,
P.E for use of the product under the Florida Butldk% Cade and Florida Buildine Code, Residential Volume. The
products desaibec! herein have been evaluated for comply with the le Edition pop) R"kb Code
sections noted herein' SCANED
0WOMCornmgAsphaltRoof MOW $y
St. Lucie County
LA0510Y6: Labehrtg shall be in accordance with the requirements the Accredited Quality Assurance Aged noted
herein and FBC 19072-7.1 / R90 2.LL
CONruelM CGINOUPrrcet This Evaluation Report is valid until such time as the named product(s) changes, the
referenced pua6ty Assurance documemation changes, or Provision of Use code that relate to the product dhah>g,_
Acceptance ofthis Evaluation Report bythe named client constitutes agreement to notify Robert Niemme% P.E. if the
product chaheges or the referenced ouafRy Assurance docvmeMatm dharilles. Tmhfly)ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
Abverr MMr: The Evaluation Report number preceded by the words 'Mnityi ERD Evacuated' ahoy be displayed in
advertising literature. if arry portion of the Evaluation Report is displayed, then it shall be done in its entirety.
hsPB xft* Upon request, a copy of this entire Evaluation Report shag 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 i through &
Prepared br-
RobertJJ& ,P.E.
AwfdoAMMUbwAr156M ! MA*DOAANfLM
owerIsConift
one Owens OJmmg Pa"ay
Toledo, OH 436S
(740) 404-7M
ht+e fa�ies®I.- uasa�tlour>�dMAOEeit
tdar�,PEm10rt9/ar7, nesao6axsa.eaao
�maeas demaoiah�siprcddor>sa�
1. di.�utirey prod u i s tt evacuates. it Intend to acquire w will Itacquire, a firvhrxFai Tit arty comparry mamdactiaing or
Z TMIMYIERDis riotowned, operated or controlled bvary company manufacturingordstributft products Revalivates.
3. Robert efiem4nenn, P.E does not have nor will acquire, a {mania! interest In any Y Or the embration reports are being [sued Products for
0. Robert Wmiinm, P.E does not have, nor Will an *&% a fmana014ntenat in any other ernity WwWed in the approval Wooeis of the
product
S. This is a building code evahwtion Neither Trbug f M nor Robert Nieminen, P.E are, in
project on which this Eua�eon Report or previc s versions thereof, Wwas used for as or the Designer Record for arty
specfio9yfbrUm purpose !> w do n gtadatsrP unless retained
TM 4 -ry
ROOFWG SOTEms EVALUATION:
01,
AsphaltShWeWs
CwMftnmSMWMmt Owens OmmeAsphimit roof gwom as poduced by Owens Clornbe have dew
compliance with the following sections of the 6th Edrtiwt (M7) Florida Sullft Code and HorMa mueft ftft
Res� votwee through besting in accordance with the following Standards Compfrance is -subject to the
uutailatiwt Reguiremerds and limitations / Conditions of Useseetfottlt herein.
L SrANDARM
ae000rn
Fropem mangam
Yew
150725, R905Z4
PhysEol Properties ASTM D3462
2010
IWI.71, 190.5.2.61
Wmd Resatanoe ASTM l)3161
2026
15072-71,RW52.61
WindResbtnce ASTMD71M
2011
3. RSURK13.
Erb
Examination Reams
Date
ULLLC(CER96261
Phystmis&WandResbUnoe File R2453,Val. 3
02/15/2007
ULLLC(
Physlcats&Wmd Resistance 201205164i2453
05/I60W
ULLLC(TSSem
PhysieLProperties 06CA20M
04/18/2006
ULLLC(iM628)
Weed Resistance IICA34303
02/18/2M2
ULLLCUS79m)
Phipacab a Wmd Re;rslarroe 4786093W
OJjM/2M4
ULLCCMT96M
Ward Resists 4786126532
QVID/2014
ULLLCUS►9628)
PhysralProperties Oasslifrationlever
O2/33fM4
ULt1.0 t1ST9=)
Physical Properties classificaron letter
10102/2015
Miarril-0ede(CHUM)
FOCHVHZCanpTenoe Varves NOAS
Vary
uLLLC(QUA9Qs)
QiarKycontrol serviceConrttnation
6CP.05/16/2mo
4. TdnoN:
4.1 S
411 -aasdc and supreme are fiberglirs modbrced, 3-t3b asphalt rooashirq#m
.
4.1.2 Serlatmer are fiberglass reinforced, 4-tab asphalt roof shingles.
4.13 Devonshire" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration TruDefinittwi Duration ; Duration Premium Cool, TruDe RnMon Duration Deftw Color
Cron, TmDefinitionOaiuidge, Oalor(eige and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles
. 42 Wip & RWme ShtnRle
421 Be to Hip & Ridge Sliftles t&gh Ridge, WeatherGuard HP Hip & Rune Shingles Pn Edge- Hp & Ridge
Shim and Dura&cW' Kp & Ridge shingles are fiberglass ren reed, hip and ridge asphalt roofsirags•
' 43 AmMMStarrerStrmsr .
431 Starter Strip Shingle, starter Strip Plus and starter shingle Roll are starter strips for asphalt roofshe�es
S. LMrAIX)=
51 This is a building code evaluation. Neither TrkitylERD nor Robert Niemi neri, P.E. are, in MY Way, the
Dedow of Record fbr any pmjectan which this Evaluation Report or previous versions thereof, Wwrds used
for pernila gordesignguidanceunlessretainedspedficailyforthatpurpose.
52 This Evaluation Report Is port for use in FBC HVHZ jurisdidions.
53 Fire Classification is not part ofthis Evaluation Report; ret er to current Approved Rooft Mat>errals Directory
for fire ratings of this pr oduct
beharm Besesrdeand 8esigr, UC. Eamon tiEpwcOa79�,p1,12.Rg
4rt�mN�Avbafimtlmir$G3 6r" pri17)FBCPWN-IWIR LirAUTASIDN FLte6TS403
Orr�e�ASPhaKRacfSh3rties �eioot3�17
P1102ef8
$d lAfsrd�dnrw iERD
5.41 All -Owe Conti asphalt shingles noted herein are Classified in accordance with FSC Tables 1SO7.W1
and R9052a , to Asrm D3161, Class F and/or ARM D715% Ckw H, irtdimung UM shingles are awe
for use in all wind mites up to v,, = 15o mph (V, t = 194 mph). Refer to section 6 for bWaflation
requirements to meet this wind rating.- -
SA2 AN Owens Coming hip A ridge shirugles, Starter Strip Sbbtgle and Starter Strip plus noted Mrem are
CINS11SCI in acmrmance with FBC Tables LW7214 and rwne� to MSiM WIN, Gass F, truilcating the
shingles are aooeplablefor use in all wind zones up to V d = Im mph (Vt=194 mph). Refer to Section 6 for
installation requirements to meetths wind rating.
5A3 Classification by ASTM D7156 applies to ezpasume category B or C, as defined in FBC 16O.4-% and a rimm
roof height of 60 feet or Im Calculations by a qualified design professional are required for conditions
outsidettveseGmitatior& CoMaettheshingle, manidbaurerfor data speak toeach shingle
5.4A Refer to Owes COMM pubMed aiiormabon on wind remstance and inswiallon Wndabom
55 All products in the roofassembty dWl have quality assurance audit in accordance with F.A L Rude 6162s.&
6_1 WHIerlairment
6.L3 Undedayment shalt be acceptable to Omens Co r and shall hold wrrent Florida c*�*e • ±9 product
Ap , "be LocallyAPProved Per Itde 61G20.3, per FBC LS07.2-% 1S07.2A or WWj,2&
Ei2 Ambatts111281M
621 Fnntauation of asphak shingles shaft compb with the Owens Cwning current published instru� using
n*Mnrun four (4) rails Per shingle to accordance with FBC 15ML? or 89052-% with the fouirwing
moo:
➢ Bw,ishono shhwm require minknum five (5) rails pershkt&-
➢ Wt2dWGwrd HP shingles require mitdmum siic (6) rails per shingle.
➢ Davao shingles require minimum six (6) rails per shingle.
➢ S+tarterSUIP Shingle and Star0er5trip Phis require minimum five (5) nails per strip.
Referto OwatsCar drePublished information on wind resistance and installation 6mitaaons•
62.2 Fasteners shag be In accordance with the manufacturer's published requ§emerrts, but not less than FOC
1507.2.E or R905.25. Staples are not permitted.
&24 Where the roof dope eueeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures beow for details.
625 MGdmrun NaiGrrg-StararStrip Slaroe and Starter Strip Wtec
Brusiar Waeidrznd ireEvakmrka
6 ®niOM(7B37j FBC nOd4IwJZRrrilrlA710N g106144M, .
Oral ca�B�efStip�s �Slq/q�}Ot7
P4e30fa
•
e�.
6.24 N6nunLnnNalft—CJMSk'&Sty:
,�4-,,! Air:isammik
617 Mftft NadWg—Bedmj mo:
wwWraor5LeepSbpeFasbmwePa tern
BmEd rnnumba d LLL
Owes CWA6A5phaltVA0FLIV4 44U3
ffi
Wbeiein
6zs MiMn= Nast—DWwfte" :
sWGPWM
619 Mftmu n N"M — Mwationo TmWindi ft Dum m, Mwddm• ftcneum COW & T
Dwwdn Caw C _
6�ciarB�rmmd �.ILC
osvl+�alna+o+mm�
d"EW M W17) ESCNOWMAREVAUU1TM
dip
Evaksmoo Wepwt0saq*QALjZw
R1074R18
�oat>
papsots
vpza9y .
egaws u .
i�od>p�e
�BFo2Iil�/amNe�=�O
NOlAl1Y1VN?LUIH-pppN7EEi�t��9 ��
'7R `gyp p e PROSOM i%am
= Eli Pue d@I dR •p2r0SMpeaM—MUJMN wou gM VV9
76i umP ssamu 7nq tttm� 'PMu+adSouaieSalft AD9-rtm
PaggRnd seimnpepuew oqi ipim aouepmaoe w aq pigs sstare�
fJ PUN Jo � Yuog2vtuj uoVq RM! Poe aou pu�M uo 'Sanuelmm pour+
kdaroi sl!eu (Z) Omi gttsrr `Suo{prc4=- PaMnd yu 7 mod
3 d91 µM do UgW"e=q aPwy5 ad spec (q) xm1 gum
` P' J 4uo-' a 2WM MOMO aqi IWA lydww pegs saw dg� +d Poe
Pie M ` 1' qys a .P�e dIH .3MFPM p ua.3etig"
ZTV
r�9
63S Mm m,m Nafimg - ProEdge Hsi & aWp 9*gftm
PMMIRI
SCAMMUMM ar.ea*
A-' lrsp s
63.6 NgnbnLanNadft-Durapjdgg-Wp&.WdgeShhvoe,.-
NOW The drawhW below Pam W minimum, m4ested attachment rewmements. Refer to Owens CorrhM
PubfidWkmmffationinsUindonsfbrdiermwdmttmrequir mentL
7. LASELOW
7.1 La6eft shall 6e in accordance with the requir ments the Acoedited OuaFny Asurareoe A®ency notQd
herein.
71 Asphak shingle wrappers shall indicate compliance with one of the reqused classificabots deed in FOC
Table 750727.1/ R9052.6.L
& Bttanrr6Prurr RMtwmwwM
As requhed by the Building ORidal or Authority Having thisproducL Au6dictwn in order to properly evaluate the hLstallation of
.
9. ht#AVFACRJRMGPLANrs'
Contact the named Op entity for mfonnatim on which plants produce products covered by Florida Rule 9N-3 OA
requirements.
10. QutmASmmANCEENnt.Y:
UL LLC—QUA9625; (631) 546 2458; LeuLcom
END OF EVALUATWN REPORT-
r�eeeoespyuc
r ajArtivftcdcol41Q7 eEDn=W17)faCNOM4MJ:EVAUAATM
�Cami�As,�ilth1o0r9i� 3
n'�ioniC]q/lp�p
wpeaota
i
ASTM D7158
2011
Biulwd eOce of Product St3nderdS
Certified BY
Semofs from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/10/2017
Date Wideted
10111/2017
Date Pending FEC Approval
10/15/2017
Date: Approved
IV12/2017
snr�+artr of Products
FL*
model, Member or'Mame
Dton
10674.1
Osf M CDmmg Asphalt Roofing
3-t3b, 4-tab, 5-tab, lammated, starter and hip & ridge shMle,
Shhgles and Starters
Limits of use
Im twultiow Instracticsts
Approved for use in HVM No
fzt0674 R13 U 2017 SO M AL ER OC ASpH_air
SfmGJr� R-tO -R73.ndf
Approved for use outside HVKU Yes
Impse! RM*6=b WA _
Dcolon Plr R WA
vertlied Sv: RobertJ. H. Mterne+m PE - 591"
Created by RxkVcndM*7?Wd Patty- Yes
011aa: Rder to 6t, Sestbn 5_
evakurtioat Reports
R"674 R3 ME 2017 SO FDIAL 6t OC AWHM
St0K3ES F110614-9".ndf _
Created by LdependentThird Paey- Yes
tp lAvwwflondabw7dh*wrolwipr-aPP-dd�Wpa am=wGEVXQwtogtBmbEYsv%2boQ7X2b6w7a0RegiCQSucReaEBFhs7tvJy_ew%scmg3d Page t of 2