HomeMy WebLinkAboutEVALUATION REPORT\t TRINITY E
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203)262-9245
Mule -Hide Products Co., Inc. Evaluation Report M10000.03.08-116
1195 Prince Hall Drive, Suite A FL10497-R6
Beloit, WI 53511 Date of Issuance: 03/28/2008
(608) 365-3111 Revision 6: 09/08/2017
SCOPE:
This Evaluation Report is issue under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the I ch Edition1(2017) Florida Building Code sections noted herein.
DESCRIPTION: MU
LABELING: Tasl I g shall be ir� accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This E
Quality Assurance documents
this Evaluation Report by th
changes or the referenced Qi
Evaluation Report relative to i
ADVERTISEMENT: The Evaluatio
advertising literature. If any I
INSPECTION: Upon request, a c
its distributors and shall be a%
This Evaluation Report
Prepared by:
aluation Report is valid until such time as the named product(s) changes, the referenced
ion changes, or provisions of the Code that relate to the product change. Acceptance of
named client constitutes agreement to notify Robert Nieminen, P.E. if the product
31ity Assurance documentation changes. Trinity) ERD requires a.complete review of this
pdated Code. requirements with each Code Cycle.
i Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
)rtion of the Evaluation Report is displayed, then it shall be done in its entirety.
py of this entire Evaluation Report shall be provided to the user by the manufacturer or
lilable for inspection at the job site at the request of the Building Official.
of pages 1 through 5, plus a 22-page Appendix.
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
06NTRACTOR OR RECORD
FILE COPY
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/08/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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 purposI e.
I
i
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Sub -Category:
Compliance Statement:
Products Co., Inc., have
Building Code through to
Requirements and
STANDARDS:
Section
1504.3.1
1504.7
1507.11.2
1507.11.2
1507.11.2
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867) 1
FM Approvals (TST1867)1
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867,)I
FM Approvals (TST1867)
I
I
Exterior Research and Design,LLC.
Certificate of Authorization #9503
\,I TRINITY I ERD
Roofing
Modified Bitumen Roof Systems
Aule-Hide SBS and APP Modified Bitumen Roof Systems, as produced by Mule -Hide
emonstrated compliance with the following sections of the 6th Edition (2017) Florida
ing in accordance with the following Standards. Compliance is subject to the Installation
ins / Conditions of Use set forth herein.
Property
Wind
Impact
Physical Properties
Physical Properties
Physical Properties
Examination
Physical Properties
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
FM 4470/4474
Physical Properties
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
FM 4470/4474
Physical Properties
Physical Properties
FM 4470/4474
Physical Properties
FM 4474
FM 4470/4474
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
Standard
FM 4474
FM 4470
ASTM D6163
ASTM D6164
ASTM D6222
Reference
P10490.10.08-2
P13760.09.09
P13770.09.09
P30540.11.09-111
P30550.12.09
P33960.12.10
P33970.03.11
P37590.03.13-3A
P39680.03.13
P37590.03.13-1-R1
P37590.03.13-2-R1
P37590.07.13-2
P37590.03.13-5-R1
P37590.07.13-1
P41630.08.13
P45940.09.13
P44370.10.13
SC6160.11.14
SC5170.05.15
SC8085.05.15
SC8905.15
2W7A7.AM
OD3A3.AM
2DOAO.AM
2D5A9.AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
e EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111
Year
2011
2012
2008
2011
2011
Date
.10/30/2008
09/10/2009
09/10/2009
11/30/2009
12/02/2009
12/30/2010
03/15/2011
03/06/2013
03/04/2013
06/26/2013
07/01/2013
07/01/2013
07/01/2013
07/02/2013
08/06/2013
09/04/2013
10/04/2013
11/10/2014
05/08/2015
05/19/2015
11/24/2015
08/04/1994
04/04/1997
12/23/1998
06/22/1999
01/04/2000
01/25/2000
02/15/2000
01/12/2000
01/12/2000
05/02/2001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
Evaluation Report M10000.03.08-116
FL10497-R6
Revision 6: 09/08/2017
Page 2 of 5
Entity
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
This Evaluation Report ci
Products Co., Inc. publis
membranes make up the
,-,I TRINITY I ERD
Examination
Reference
Date
FM 4470
3019317
06/30/2004
FM 4470
3020703
07/30/2004
FM 4470/4474
3018332
01/31/2006
FM 4470/4474
3023368
03/20/2006
FM 4470/4474
3024594
05/23/2006
FM 4470/4474
3023458
07/18/2006
FM 4470/4474
3030668
09/12/2007
FM 4470/4474
3032172
06/12/2009
FM 4470/4474
3049631
04/21/2014
Physical Properties
PUSA-062-02-01
12/04/2007
Physical Properties
PUSA-061-02-02
01/28/2008
Physical Properties
PUSA-064-02-02
02/27/2008
Physical Properties
PUSA-062-02-02
12/04/2008
HVHZ Compliance
Various NOAs
Various
Proposal for Review
10-0823
10/12/2010
Quality Control
ML File No. R13850
09/23/2015
Quality Control
Service Confirmation
Exp. 10/06/2018
s Mule -Hide Modified Bitumen Roof Systems installed in accordance with Mule -Hide
installation instructions and the Limitations / Conditions of Use herein. The following
ubject systems.
4ABLE 1: ROLL -GOODS FOR MULE -HIDE MODIFIED BITUMEN ROOF SYSTEMS
Type
I Product
Specification
Reference
Grade
Type
Nail Base
ASTM D6163
S
I
.,2z;.SALB4se)S1Teet"W1
V
ASTM D6163
S
I
SBS Membranes
SA Base.Sheet (FR)
ASTM D6163
S
I
SA-S S Cap5 eet _
ASTM D6164
G
I
CBS Cap Sheet (FR)
ASTM D6164
G
I
APP Torch Base
ASTM D6509
N/A
N/A
APP Torch S
ASTM D6222
S
I
APP Torch G
ASTM D6222
G
I
APp Torch KoolCap G
ASTM D6222
G
I
APP Torch G FR
ASTM D6222
G
I
APP Membranes
APP Torch KoolCap G FR
ASTM D6222
G
I
SA�APP Cap Sheet
ASTM D6222
G
I
SA; APP KoolCap G
ASTM D6222
G
I
SALAPP Cap Sheet (FR)
ASTM D6222
G
I
SA-APP KoolCap G FR
ASTM D6222
G
I
I
Exterior Research and Design, LLC. Evaluation:Report M10000.03.08_R6
Certificate of Authorization p9503 I 6EDITION (2017) FBC NON-HVHZ EVALUATION a _FL104.9.74zR6'z:i3
Mule -Hide Modified Bitumen Roof Systems, (608) 365-3111 ReDision.6: 009/08/2017
Page 3 of..'57�
LIMITATIONS:
5.1 This is a building I
Designer of Record
for permitting or dE
C)o
\,I TRINITY I ERD
evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
any project on which this Evaluation Report, or previous versions thereof, is/was used
I 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 4proved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck instillations, 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 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 heet 1-29 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with. all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for Withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be condIucted 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.
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-116
Certificate of Authorization #9503 I 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017
Page 4 of 5
6. INSTALLATION:
6.1 Mule -Hide Modifies
published installatic
6.2 System attachment
Design Pressure is t
the ultimate passigI
applied). Refer to FE
6.3 Any FBC Approved
membrane withou
Directory for fire raft
7. BUILDING PERMIT REQUIRE
As required by the Buildi�
this product.
C)o
V I RINITY I ERD
I Bitumen Roof Systems shall be installed in accordance with Mule -Hide Products Co., Inc.
n instructions, subject to the Limitations / Conditions of Use noted herein.
requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
he result of testing for wind load resistance based on allowable wind loads, and reflects
g pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
IC 1609 for determination of design wind loads.
:oating listed for use with SBS or APP modified bitumen may be applied to the top roof
adverse effect on the system wind load performance. Refer to current Roofing Materials
ings associated with coating usage.
Official or Authority Having Jurisdiction in order to properly evaluate the installation of
8. MANUFACTURING PLANTS
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 611320-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625; (314), 578-3406, k.chancellor@us.ul.com
- THE
Exterior Research and Design,
Certificate of Authorization #9503
THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
e EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111
Evaluation Report M10000.03.08-116
FL10497-R6
Revision 6: 09/08/2017
Page 5 of 5
e
t
\' TRINITY 4 ERD
['APPENDIX I: ATTACHMENT REQUIREMENTS FOR WIND UPUFr REsIs1f et • • - - _
Table Deck Application _ - Type • Description Page
3A WoodNew or Reroof .(Tear-O ) _ - A-1 _ Bonded Insulation, Bonded Roof Cover 4
16-1 Wood Newor Refoof(Tear-Off) A-2 Mech. Attached AnchorSheet, Bonded Insulation;Bonded ROOF Cover 4
113-2 Wood New, Reroof (Tear-Offj or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
Se Wood New, Reroof (Tear-Off1 or Recover C Mech. Attached Insulation, Bonded Roof Cover 6
ID Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded.. Roof Cover 7
SE-1 Wood New or Reroof (Tear-dff) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 8
j lE-2 Wood _New,.Reroof (Tear -Off) orR.ecover-...�.�._._.,, E Non Insulated, Mech. Attached Base Sheet (screws &.plates), Bonded Roof -Cover 9
1F Woad New or Reroof (Tear Off) F Non Insulated, Bonded Roof Cover 9 i
2A ---Steel or Cone -----9e7W, Reroof (Tear-00) or Recover--"-C""-"—'—Mech: Altai: ed ln'sulation,'BonOed Rnof Cover — — "'- -10
2B Steel.or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached' Insulation, Mech. Attached Base Sheet, Bonded Hoof Cover 11
3A Concrete New orReroof (Tear -:Off) A-1 Bonded Insulation, Bonded. Roof cover 12-14
9B Concrete New or Reroof (Tear-0ff) F Non -Insulated, Bonded Roof Cover 14
4A LWIC New or Reroof (Tear- 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 -;,'OM E Nan -,Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-18
SA CWF New. or Reroof.(Tear)Off) „ A-1 Bonded Insulation, Bonded Roof Cover 19
58 CWF New, Reroof (Tear -OM or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 19
Sc CWF New or Reroof (Tear}Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19
6A Gypsum Reroof (Tear -Off) -A-1 Bonded insulation, Bonded Roof Cover 20
68 Gypsum Reroof (Tear -Off) E ' Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover _ 21
7A Various Recover I A-1 _ Bonded Insulation, Bonded Roof Cover 21-22
The following notes apply to the systems outlined herein: I - -
1. The roof system evaluation herein pertains to above-de'ck 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 8jrough proper codified and/or FBC Approval documentation.
2. insulation /base sheet fasteners shall be ofsufficlent lei gth for the following deck engagement:
i Wood: Minimum 0.75-inch penetration:
➢ Steel: Minimum 0.75-inch penetration an engage the top flute of the steel deck.
i Concrete: Minimum 14rich embedment into pilot hole in accordance with fastener manufacturees published Installation Instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perIke, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.C. Rule 61G2D-3 and Is documented as meeting FBC 1505.1. and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum'200 psi, minimum 2-inch thick lightweight insulating concrete maybe 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 lurisdictlon. 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.L3 of FM Loss Prevention Data Sheet 1-29 (January 20161.
Exterior Research and Design, U.C. d/b/a TdndyI ERD Evaluation Report M1000D.03.OB jI6.for•FL10497rR6
Certificate of Authorization #9503 I 15' EDITION.(2017) FBC NON-HVH2 EVALUATION f-6vision 6: 09/08/2017 -'
Prepared by. Robert Nieminen, PE-59166 I Mule=Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix_ 1, Page S.of 22„
_-t
v
TRINIiY I ERD
6. Uniessotherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturers published instructions.
➢ Hot asphalt: Full coverage at 25-30 lbs/square.
➢ Dow Insta-Stik Roofing Adhesive (D4S): 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 SOD (08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 Is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons, 124nch o.c.
➢ Note: When multiple layers(s) of insulation and/o caverboard are Installed in ribbon -applied adhesive, board joints shall be staggered.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbonsspacing.
7. Unless otherwise noted, all insulations are flat stock ortaper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MOP 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-itr 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)
D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
D OMG OlyBand 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, Poly ISO 2)
➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polylsocyanurate Insulation boards shall be m, ximum 4 x 4 ft.
9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. 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 assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis Is permitted. -
11. For mechanically attached components over existi g 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 andt.1e;is shall be fn 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 Iesulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1.
' Exterior Research and Design, U.C. d/b/a Trintty) ERD I Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-5 9166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 2 of 22
TRINITY I ERD
15. Unless otherwise noted, refer to the following references for banded base, ply or cap sheet applications.
i-- ' - ITABLE 1: MULE -HIDE ROOF COVERS
Reference
layer Material
Application
Base Ply One or more plies SA Base Sheet, SA Base Sheet (FR)
SBS-SA
Cap l SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR)
Self -Adhering
(SBS, Self -Adhering)
Note: Self -adhering membranes shall not be Installed over APP-TA membranes.
APP-TA
Base Ply or Plt,,
One or more plies APP Torch Base, APP Torch S
Torch -Applied
(APP, Torch -Applied)
Cao
APP Torch S, APP Torch G, APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR
APP-SA
Cap
SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCap G, SA-APP KoolCap G (FR)
Self -Adhering
(APP, Self -Adhering)
Note.,
Self -adhering membranes shall not be Installed overAPP-TA membranes
16. Any FBC Approved coating listed for use with SBS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
17. Dens Deck shall be field -primed with PG100 prior to sklf-adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
n!ie
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DEIX; ADHERED INSULATION PER TABLE 3A
Option Jl
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
l Type
Attach
VB-1.
Mule -Hide 121
SA Base Sheet
Self -Adhering
Inta-Stik or CR-20, 12-Inch o.c.
-60.0
VB-2.
Mule -Hide 121
APP Torch Base
Torch -applied
Inta-Stik or CR-20,12-inch o.c.
-75.0
VB-3.
Mule -Hide 121
SA-SdS Cap Sheet
Self -Adhering
Insta-Stik, 12-Inch o.c.
-75.0
VB-4.
Mule -Hide 121
SA-S8S Cap Sheet
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-S.
Mule -Hide 121
SA-SBS Cap Sheet
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-6.
Mule -Hide 121
SA Base Sheet, SA Base Sheet (FR)
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch D.C.
-290.0
19. "MDP" = Maximum Design Pressure is the
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 Trinity)ERID I Evaluation Report M30000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-S9166 I Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 3 of 22
TRINITY I ERD
' TABLE 3A: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
4 SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation layer
Top Insulation layer
Roof Cover (Note 1S)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(pso
Min. 15/32-
Min. 1.5-inch ACFoam II, ACFoam )ll, ENRGY-3, H-
D-IS, M-OSFA,
(Optional) additional
D-IS, M-OSFA,
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
-52.5
W 1
inch plywood
Shield, H-Shield CG, Multi-Maz FM
08500 or CR-20
layers(s) of base insulation
OB500 or CR-20
APPTA
TABLEIB-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
System
Deck
(Ps)
No.
(Note 1)
Type
I Fasten
Attach
Type
Attach
Type
Attach
�ly
Ply
Cap
TORCH -APPLIED BASE PLY:
Polyglass G2 Base,
32 ga., 1-5/8-
B-Inch o.c. In 4-Inch
(Optional) Min.15-
inch ACFoam ll,
Min. Dens
MIn. 19/32-
CertainTeed Glasbase,
inc diametertin
lap and 8-Inch o.c.
Poly ISO 2, ENRGY-
Deck, Dens Deck Prime,
Dens
Hot
APP TA
(Optional)
gpp_TA
-60.0
W-2
inch
Firestone MB Base,1M
cap with 11 ga.
in three (3), equally
3, H-Shield, Poly
Hot asphalt
SECUROCK Gypsum-
asphalt
APP-TA
plywood
Perma-Ply 26, Tamko
annular ring
spaced, staggered
I50 2, H CG,
Fiber Roof Board
Glass Base, GAFGLAS #75
shI nk nails
center rows
ax FAd
Multi -Max FA3
(Optional) Min. 1.5-
9-Inch o.c In 4-Inch
Inch ACFoam II,
Min. 0.25-Inch Dens
W-3
Min. 15/32-
inch
Polyglass G2 Base
Si plex MAX%
lap and 9-inch o.c.
four (4), equally
Poly 1502, ENRGY-
Hot asphalt
Deck Prime, SECUROCK
Hot
APP-TA
(Optional)
APP TA
-82.5
Cap
3, H-Shield, Poly
Gypsum -Fiber Roof
asphalt
APP TA
spaced, staggered
I50 H- CG,
Board
center rows
Multi -Max FA3 FA3
32 1-5/8-
6-Inch o.c. in 4-Inch
(Optional) Min. 1S-
ga.,
Inch ACFoam II,
Min. 0.25-Inch Dens
W-0
Min. I5/32-
Inch
Polyglass G2 Base
Inch diameter tin
i
caps with 12 ga.
lap and 6-inch o.c.
In five (5) equally
Poly ISO 2, ENRGY-
Hot asphalt
Deck Prime, SECUROCK
Hot
APP-TA
(Optional)
APP TA
•90.0
annular
spaced, staggered
3, H-Shield, Poly
Gypsum -Fiber Roof
asphalt
APP-TA
plywood
ring
ISO 2, H-Shield CG,
Board
Shank nails
center rows
Multi-Maz FA3
SELF -ADHERING
BASE PLY:
(Optional) Min. IS -
Polyglass G2 Base,
32 ga., 1-5/8-
8-inch o.c. in flinch
inch ACFoam II,
Min. 0.25-inch Dens
(Optional)
SBS-SA,
Min. 19/32-
CertainTeed Glasbase,
inch diameter tin
lap and 8-inch o.c.
Poly I50 2, ENRGY-
Deck, Dens Deck Prime,
Ho[
W-5
inch
Firestone MB Base, JM
caps with 11 ga.
In three (3), equally
3, H-Shield, Poly
Hot asphalt
SECUROCK Gypsum-
asphaR
SBS-SA
SBS-SA, APP-
APP-SA,
-60.0
plywood
Perma-Ply 28, Tamko
annular ring
spaced, staggered
ISO 2, H-Shield CG,
Fiber Roof Board
TA
APP TA
Glass Base, GAFGLAS 875
shank nails
center rows
Multi -Max FA3
32 ga., 1-5/8-
6-inch o.c. in 4-Inch
Min. 2-Inch
D-IS, OB500,
Min. 19/32-
Inch diameter tin
lap and 6-Inch o.c.
ACFoam Il, Poly ISO
2, ACFoam III, H-
CR-20, M-
OSFAatop
(Optional) Additional
D-I5,
OB500,
(Optional) 1
SBS-SA,
W-6
Inch
Nail Base
caps with 12 ga.
In four (4), equally
Shield, ISO 1,
fastener
layers of base insulation
CR-20,
SBS-SA
SBS-SA, APP-
APP-SA,
-60.0•
plywood
annular ring
spaced, staggered
H-Shleld CCGG, Multi-
rows, 7-Inch
M-0SFA
TA
APP-TA
shank nails
center rows
az A3, ENRGY-3
MaxF
I o.c
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report M1D000.03.0"15 for FL10497-R6
Certificate of Authorization #9503 I 15' EDITION (2017) FBC NONfHVH2 EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 4 of 22
TRINITY I ERD
TABLE 1B-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM T PEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note ]5)
MDP
System
No.
Deck
(Note 1)
Type
Fasten I
Attach
Type
Attach
Type
Attach
Pry
Ply
Cap
IPtt)
ToRcH-APPUED BASE PLY: [ '
12-Inch o.c. In 4-Inch
(Optional) Min. 1.5-Inch
Min. 0.254nch Dens
Min. 19/32-
OMG Flat Bottom Plates
I
lap and 12-Inch o.c.
in two (2), equally
ACFoam II, Poly ISO 2,
ENRGY-9, H-Shield, Poly
Hot
Deck, Dens Deck Prime,
Hot
APP-TA
(Optional)
APP-TA
-60.0
W-7
Inch plywood
Nail Base
(square) with Roofgdp #12
spaced, staggered
ISO 2, H-Shield CG, Multi-
asphalt
SE Gypsum-
asphalt
APP TA
center rows
Max FA3
RoofOCK
Fiber Roof Board
Fiber
Dekfast Hex Plates with
Dekfast #14, OMG 3°
Metal Platte
9-Inch o.c. in 4-Inch
(Optional) Min. 1.5-Inch
Min. 0.25-inch Dens
Min. 15/32-
Pal lass
Round with
OMG HD, OMG F+at
lap and 9-inch o.c. In
ACFoam II, Poly ISO 2,
Hot
Deck, Dens Deck Prime,
Hot
APP TA
(Optional)
APP TA
-82.5
W 8
inch plywood
G2 Base
1
Bottom Plate (Accutrac)
four(4), equally
ENRGY-3,H-Shield, Poly
asphalt
P
SECUROCKG sum-
Gypsum-
as halt
P
APP-TA
with Roofgrip #1 or
spaced, staggered
ISO 1, H-Shleld CG, Multi-
Fiber Roof Board
Trufast3" Meta pnsulatfon
center rows
Max FA3
Plate with Trufa 'HD.
-SELF-ADHERING BASE PLy: !
12-inch o.c. M 4-inch
(Optional) Min. 1.5-inch
Min. 0.254nch Dens
Min. 19/32-
OMG Flat Bott m Plates
lap and 12-Inch o.c.
in two, equally
ACFoam 11, Poly ISO 2,
ENRGY-3, H-Shield, Poly
Hot
Deck, Dens Deck Prime,
Hot
SBS-SA
(Optional)
SBS-SA, APP-
SBS-SA,
APP-SA,
-60.0
W-9
inch plywood
Nail Base
(square) with ry�oofgriP #12
spaced, staggered
ISO 2, H-Shield CG, Multi-
asphalt
SECUROCK Gypsum-
asphalt
TA
APP TA
center rows
Max FA3
Fiber Roof Board
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report M10D00.03.08-R6 for FL1D497-R6
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 5 of 22
TRINITY I ERD
TABLE IC: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
I Top Insulation layer
Roof Cover (Note 15)
MDP (psf)
j Type Fasten Attach
Base Ply Ply cap
No.
Deck (Note 1)
Base Insulation Layer
TORCH -APPLIED BASE PLY: I
Dekfast Hex Plates with Dekfast p14,
(Optional) One or more
Min I 0.25-Inch Dens Deck
OMG 3" Round Metal Plate with OMG
1 2
W-10
Min. 15/32-
layers, any combination,
Prime or SECUROCK
HD, OMG Flat Bottom Plate (Accutrac)
per
It,APP
TA
(Optional) APP-TA
APP-TA
-30.0
inch plywood
loose laid
Gypsum -Fiber Roof Board
with Roofgrip #14 or Trufast 3" Metal
Insulation Plate with Trufast HD.
II
SELF -ADHERING BASE PLY:
Dekfast Hex Plates with Dekfast #14,
W11
Min. 15/32-
(Optional) One or more
layers, any combination,
MI.0.25-Inch Dens Deck
Prf me or SECUROCK
OMG 3" Round Metal Plate with OMG
HD, OMG Flat Bottom Plate (Accutrac)
1 per 2
ftz
SBS-SA
(Optional) 5B5-SA, APP TA
SBS-SA, APP-SA,
APP TA
-30.0
inch plywood
loose laid
G psum-Fiber Roof Board
with Roofgrip #14 or Trufast 3' Metal
Insulation Plate with Trufast HD.
(Optional) One or more
Dekfast Galvalume Steel Hex with Dekfast
1
SBS-SA, APP-SA,
W 12
Min.
layers, any combination,
field,n. ENRGY 3,
R12 DP or Mule -Hide 3" Insulation Plate
per
p z
1.33 ft
SBS-SA
(Optional) SBS-SA, APP-TA
APP-TA
-82.5
Inch plywood
plywood
loose laid
Poly I he
S�Ileld, Poly ISO 1, Polytherm
with Mule -Hide Drill Point Fastener
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365.3111 Appendix 1, Page 6 of 22
TRINITY I ERD
TABLE ID: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER,
SYSTEM TYPE. D�PRELIMINARILYATTACHEDINSULATION,MECHANICALLYATTACHEDBASESHEET,BONDEDROOFCOVER
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MOP (psf)
No.
Deck (Note 1)
Type Attach �
Base Fasten Attach
Base Ply Cap
TORCH -APPLIED BASE PLY:
One or more
Nail Base, Polyglass G2 Base,
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-Inch lap and 12-
W-13
Min. 19/32-
layers, any
Prelim.
CertainTeed Glasbase, Firestone MB
with Roofgrip #14, Dekfast Hex with
Inch o.c. in two (2), equally
(Optional) APP-TA
APP-TA
-52.5
Inch plywood
Attached
Base, 1M Perrna-Ply 28, Tamko Glass
Dekfast H14 or Trufast 3" Metal
spaced, staggered center rows
combination
Base or GAFGIAS H75
Insulation Plate with Trufast HD
W-14
Min. 19/32-
One or more
layers, any
Prelim.
Nail Base
OMG Flat Bottom Plates (square)
124nch o.c. In 4-inch lap and 12-
inch o.c In two (2), equally
(Optional) APP-TA
APP-TA
-60.0
inch plywood
combination
Attached
with Roofgrip N12
spaced, staggered center rows
Dekfast Hex Plates with Dekfast
One or more
N14, OMG 3" Round Metal Plate
1D4nch o.c. in 4-Inch lap and 10-
W-15
Min. 15/32_
layers, any
Prelim.
Poiyglass G2 Base, Nail Base
with OMG HD, OMG Flat Bottom
inch o.c. In three (3), equally
(Optional) APP-TA
APP-TA
-75.0
Inch plywood
combination
Attache
Plate (Accutrac) with Roofgrip N14
spaced, staggered center rows
or Trufast 3' Metal Insulation Plate
with Trufast HD.
'
Dekfast Hex Plates with Dekfast
One or more
#14, OMG 3' Round Metal Plate
9-Inch o.c. in 4-Inch lap and 9-
W-16
MIn.
layers, any
Prelim.
Polyglass G2 Base, Nail Base
with OMG HD, OMG Flat Bottom
inch o.c. In four (4), equally
(Optional) APP-TA
APP-TA
-90.0
Inch plywood
plywood
Attach d
Plate with Roofgrip tf14
spaced, staggered center rows
combination
or Trufast 3' Metal Insulation Plate
fast 3"M
I
with Trufast HD.
SELF -ADHERING BASE PLY:
One or more
Dekfast Hex with Dekfast R34 or
12-Inch o.c. in 4-Inch lap and 12-
SBS-SA,
W-17
Min. 19/32-
layers, any
� Prell
Nail Base
Mule -Hide 3" Insulation Plate with
inch o.c. In two (2), equally
585-SA
APP-SA
-52.5•
Inch plywood
combination
Attac ecl
Mule -Hide HOP Fastener
spaced, staggered center rows
[,Paced,
APP-TA
Min. 19/32-
One or more
I
Prelim.
OMG Flat Bottom Plates (square)
12-Inch o.c. in 4-inch lap and 12-
SBS-SA,
W-18
.
.inch plywood
layers, any
Atta�hed
Nail Base
with Roofgrip N12
inchintwo equally
SBS-SA
APP-SA,
-60.0•
combination
i
staggered center rows
d
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report M30000.03.08-RG for FL30497-RS
Certificate of Authorization H9503 I 6TM EDITION (2017) FBC NON-HVH2 EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365-3111 Appendix 1, Page 7 of 22
TRINITY I ERD
TABLE 1E-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MOP (psf)
No.
Deck (Note 1)
Base Fasten Attach
Base Ply Cap
TORCH -APPLIED BASE PLY:
W-19
Min. 15/32-
Nail Base I
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 18-Inch o.c. in two (2),
(Optional) APP-TA
APP-TA
-45.0•
Inch plywood
equally spaced, staggered center rows
W-20
Min. 15/32-
Nail Base I
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 12-Inch o.c. in two (2),
(Optional) APP-TA
APP-TA
-52.5
inch plywood
equally spaced, staggered center rows
Min. 15/32-
Torch Base, Nail Base
l
Original Simplex Cap Nails (]-inch metalhead diameter,
6-inch o.c. at 3-inch lap and 6-inch o.c. In four (4),
(Optional) APP-TA
APP-TA
-52.5
W 21
Inch plywood
APP
11 gaugex min. 1.25-Inch long annular grooved shank)
equally spaced, staggered center rows
Nail Base, Polyglass G2 Base,
Min. 19/32-
CertainTeed Glasbase, Flresto,,(1e
32 ga., 1-5/8-Inch diameter tin raps with 11 ga. annular
8-Inch o.c. In 4-inch lap and 8-Inch o.c. in three (3),
(Optional) APP-TA
APP-TA
-60.0
W 22
Inch plywood
MB Base, 1M Perma-Ply 28, T
ring shank nails
equally spaced, staggered center rows
Imko
Glass Base or GAFGLAS 875
Min. 15/32-
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
8-Inch o.c. In 4-inch lap and 8-Inch o.c. in four (4),
(Optional) APP-TA
APP-TA
-67.5
W 23
Inch plywood
Polyglass G2 Base, Nail Basel
ring shank nails
equally spaced, staggered center rows
W-24
Min. 15/32-
polygtass G2 Base, Nail Base I
Simplex MAXX Cap
10-inch o.c. in 4-inch lap and 10-inch o.c. In three
(Optional) APP-TA
APP-TA
-75.0
Inch plywood
(3), equally spaced, staggered center rows
W-25
Min. 15/32
Polyglass G2 Base, Nail Basel
Simplex MAXX Cap
9-inch o.c. In 4-inch lap and 9-Inch o.c. In four (4),
(Optional) APP-TA
APP-TA
-90.0
Inch plywood
equally spaced, staggered center rows
W-26
Min. 15/32-
Nail Base l
Simplex MAXX Cap
6-Inch o.c. at 2-Inch lap and 6-inch o.c. in two (2),
(Optional) APP-TA
APP-TA
-90.0
inch plywood
equally spaced, staggered center rows
W-27
Min. 15/32-
Elastobase l
Simplex MAXX Cap
6-inch o.c, at 2-inch lap and 6-inch o.c. in three (3),
(Optional) APP-TA
APP-TA
-105,0
Inch plywood
equally spaced, staggered center rows
Min. 19/32-
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
6-inch o.c. in 4-inch lap and 6-Inch o.c. In four (4),
(Optional) APP-TA
APP-TA
-112.5
W 28
Inch plywood
Elastobase or Elastobase Poly
I
ring shank nails
equally spaced, staggered center rows
SELF-ADHDUNG BASE PLr. }_
Min. 15/32-
Original Simplex Cap Nails (I -Inch metal head diameter,
6-inch o.c. at 3-Inch lap and 6-inch o.c. In four,
(Optional) SBS-SA
SBS-SA, APP.
-52.5
W
Inch plywood
Nail Base
l
11 gaugexmin. 1.25-inch long annular groovedshank)
equally spaced, staggered center rows
SA,APP-TA
Min. 19/32-
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
8-inch o.c. in 4-inch lap and 8-inch o.c. In three,
(Optional) SBS-SA
SBS-SA, APP
-60.0
W-30
inch plywood
Nail Base
l
ring shank nails
equally spaced, staggered center rows
SA, APP-TA
Min. 19/32-
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
4-inch o.c. in 4-inch lap and 4-Inch o.c. In four,
(Optional) SBS-SA
SBS-SA, APP-
A7.5
W-31
Inch plywood
Nail Base l
ring shank nails.
equally spaced, staggered center rows
SA, APP TA
W-32
Min. 19/32-
Nail Base
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
ring shank nails. Note: Tin caps are to be primed with
6-inch o.c. in 41nch lap and 6-Inch o.c. In four,
(Optional) SBS-SA
SBS-SA, APP-
-112.5
Inch plywood
equally spaced, staggered center rows
SA, APP TA
Mule -Hide 121 or ASTM 041 primer.
Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report M10000.03.08-R6 for FL30497-116
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 8 of 22
1_1_J
T' PJNITY 1 ERD
1 TABLE 1E-2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) aRREcovER
• L - - SYSfEMTYP E: NON-6'iSULITED,MEG"CALLYATTACHED BASE SHEET (stnEws&PLAT"), BONDED ROOF COVER
System
- - - Base Sheet
Roof Cover (Note 15)
MOP (psf)
No.
Deck (Note 1)
Base Fasten Attach
Base Ply Cap
` TORCN•APD_UED BASE PLY:
Min. 19/32-
Nail Base, Polyglazs G2 Base,
CertainTeed Glasbase, Firestone
OMG Flat Bottom Plates (square) with Roofgrip
Het with orTrufas[3'
st #14Trufast
12-inch o.c. in 4-Inch lap and 12•inch o.c. in two
(Optional)APP TA
APP-TA
-52.5
W-33
Inch plywood
MB Base, JM Perrna-Ply 28, Ta IAo
with
Metal Insulation Plate with Trufast HD
Metal insult
(2), equally spaced, staggered center rows
Glass Base or GAFGLAS#75
Min. 19/32-
OMG Flat Bottom Plates (square) with Roofgrip
12-inch o.c. in 4-inch lap and 12-inch o.c in two
(Optional) APP TA
APP-TA
-60.0
W-34
Inch plywood
Nail Base I
#12
(2), equally spaced, staggered center rows
Dekfast Hex Plates with Dekfast #14, OMG 3'
Min. 15/32-
I+
Round Metal Plate with'OMG HD, OMG Flat
10,4nch ex. in 4-inch lap and 1D4nch o.c. in three
(Optional) APP-TA
APP TA
-75.0
W-35
Inch plywood
Polyglass G2 Base, Nail Base I
Bottom Plate(Aceutrac) with Roofgrip #14 or
(3), equally spaced, staggered center rows
Trufast 3' Metal Insulation Plate with Trufast HD.
Oekfast Hex Plates with Dekfast #14, OMG 3'
Min, 15/32-
Round Metal Plate with OMG HD, OMG Flat
9-Inch o.c. In 44nch lap and 94nch ox. in four (4),
(Optional) APP-TA
APP-TA
-90.0
W-36
Inch plywood
Polyglass G2 Base, Nail Base
'Bottom Plate (Accotrac) with Roofgrip #14 or
equally spaced, staggered center rows
Trufast 3' Metal Insulation Plate with Trufast HD.
Min. 15/32-
OMG #12 Standard Roofgrip or OMG 914 Heavy
6-Inch o.c. at 44nch lap and 6-Inch o.c. in three
(Optional) APP-TA
APP TA
-90.0
W-37
Inch
APP Torch Base or Nail Basel
Duty (min. 1-S/8-inch long) with OMG 3' Round
(3), equally spaced,staggered center rows
plywood
Metal Plates or OMG Flat Bottom Metal Plates
Min. 15/32-
I
OMG #12 Standard Roofgrip or OMG #14 Heavy
64nch o.c at flinch lap and 6-inch o.c. in five (5),
(Optional) APP TA
APP TA
-120.0
W-38
Inch
APP Torch Base or Nail Basj
Duty (min. 1-5/8-Inch long) with OMG 3' Round
equally spaced, center rows
plywood
Metal Plates or OMG Flat Bottom Metal Plates
SUr-ADHERINGBASEPLY:- (, _ - - - -
Min. 29/32
Dekfast Hex with Dekfast 414 or Mule -lade 3'
lbinch o.c in 44nch lap and 124nch o.c in two,
SBS•SA
SBS-SA, APP-SA,
-52.5•
W-39
Inch plywood
Nag Base
Insulation Plate with Mule -Hide HDP Fastener
equally spaced, staggered center rows
APP-TA
Min. 19/32-
OMG Flat Bottom Plates (square) with Roofgrip
O.
12-inch o.c in 44nch lap and 124nch o.c. In two,
SBS-SA
SBS-SA, APP-SA,
_60.0'
W-40
inch plywood
Nab Base
equaly spaced, staggered center rows
APP-TA
' - - , kTABLE 2F W}60D DECKS NEW CONSTRllCftON Ott REROOF (TEAR OFF} :�; - , , .
- . ,
-SYSTEM 7YPE'F :1Z_ ONWtWL 4_TED BOM®£D ROOF COVER •
System
_ Roof Cover (Note IS)
MOP (psf)
�---Joint Treatment_ -.----,--- -
--- -Rase Pty--^-�
- - ^�'-Pty------.--
No.
Deck (Note 1)
Primer
I
J
Min. 15/32-�e
SBSSA
(Optional)50S-SA, APP-
SBS-SA, APP-SA, APP-
�0.0
W-41
inchplywood
(Optional) Mule -Hide 141
- I
None
,..�-._-.._a. _._-_ __- ._�_--___ ._-..��.—,_-._--
l-.: - - _.
TA
TA--,;.,:= =
,-
W-42
MIn.15/32-
ff
(Optional) Mule -Hide
PI with minimum 4-Inch widestrips of SA Base Sheet,
'S&SSA
(Optional)SB5-5A,APP--�_SBS-SA,
APP-SA, AFPc-.
TA
-135.0
inch plywood
rolled Into place to create continuous bond.
1
I
E#erlor Research and Design, LLG d/b/a Tr7nity(E D
Certificate of Authorization ff9S03
Prepared by: Robert Nieminen, PE-59166
I
I
I
e EDMON (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111
Wf
Evaluation Report M10000.03.08-R6for FL10497,R6
_ -'Revision 6: 09/08/2017—_ ,
`i Appendix 1, Page 9of 22
TRINITY I ERD
TABLE 2A: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Base Insulation
Top Insulation layer
Roof Cover (Note 15)
MOP (psf)
Type
Fasten
Attach
Base Ply
Ply
Cap
No.
Deck (Note 3)
Layer I
Dekfast Galvalume Steel Hex with Dekfast
(Optional) One or
#12 DP (steel only) or Dekfast #14, OMG
SBS-SA,
Min. 22 ga., type B, Grade
more layers, any
Min.1.5-inch ACFoam II, Poly ISO
AccuTmc Flat Bottom Plate with #12
1 per 2.67
SBS-SA
(Optional) SBS-SA,
APP-SA,
-30.0
SC-1.
33 steel or min. 2,500 psi
combination, loos
2, H-Shield, Poly ISO 1
Roofgrip (steel only) or OMG #14 Heavy
R z
APP-TA
APP TA
structrual concrete
laid
Duty, Trufast3" Metal Insulation Plate with
Trufast #12 DP (steel only) or Trufast #14 HD
(Optional) One or
OMG AccuTrac Flat Bottom Plate with #12
SBS-SA,
Min. 22 ga., type B, Grade
more layers, any
Min. 1.5-Inch H-Shleld, Poly ISO 1,
Roofgrip (steel only) or OMG #14 Heavy Duty
1 per 2 itz
SBS-SA
(Optional) SBS-SA,
APP-SA,
-45.0-
SC-2.
33 steel or min. 2,500 psi
combination, loose
Polythene
Trufast 3' Metal Insulation Plate with Trufast
APP TA
APP-TA
structrual concrete
laid I
#12 DP (steel only) or Trufast #14 HD
Min. 22 ga., type B, Grade
(Optional) One or
more layers, anyl
Min. 1.5-Inch H-Shield, Poly ISO 1,
Dekfast Galvalume Steel Hex with DeDekfast1
2 fit
SBS-SA
(Optional) SBS-SA,
SBS-SA,
APP-SA,
-60.0
SC-3.
33 steel or min. 2,500 psi
combination, logse
Polythene
#12 DP (steel only) or Dekfast #14
per
APP TA
APP-TA
structrual concrete
laid I
Dekfast Galvalume Steel Hex with Dekfast
Min. 22 ga., type B, Grade
(Optional) One or
more layers, an�
Min. 1.5-Inch ENRGY 3, H-Shleld,
(steel only) or #14 or Mule -Hide 3"
1 per 1.33
(Optional) SBS-SA,
SBS-SA,
SC-4.
33 steel or min. 2,500 psi
combination, loose
Poly ISO 1, Polythenm
Insulation Plate with Mule -Hide Drill Point
Ins
R t
SBS-SA
APP TA
APP-SA,
-82.5
sWctrualconcrete
Fastener steel only) or Mule -Hide HOP
( 9)
APP-TA
laid I
Fastener
Exterior Research and Design, I.I.C. d/b/a Trinity] ERD Evaluation Report M10000.03.08-R6 for FU0497-RS
Certificate of Authorization #9503 I 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 10 of 22
TRINITY J ERD
TABLE 2B: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D' PRELIMINARILYATTACHEDINSULATION, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER
NOTE: INSULATION IS OPTIONAL FOR R'RECOVERAPPLICATION&
System
Deck
Insulation layers) I
Base Sheet
Roof Cover (Note 15)
MOP
No.
(Note 11
Type
Attach
Base
Fasten
Attach
Base Ply
Cap
(Psf)
Min. 22 ga., type B, Grade
One or more
OMG Flat Bottom Plates (square) with
12-inch o.c. In 4-inch la and 18-
P
SC-5.
33 steel or min. 2,500 psi
layers, any
Pr Ilm.
Nail Base or 1M Perma-Ply
Roofgrip #14, Dekfast Hex with Dekfast
inch o.c. (n two, equally spaced,
(Optional) APP-TA
APP TA
-45.0•
structrual concrete
combination
At ached
!
28
014 or Trufast 3' Metal Insulation Plate
staggered center rows
with Trufast HD
Nail Base, Polyglass G2 Base,
OMG Flat Bottom Plates (square) with
Min. 22 ga., type B, Grade
One or more
relim.
CertainTeed Glasbase,
Roofgrip #14, Dekfast Hex with Dekfast
Inch lap and 12-
w
SC-6.
33 steel or min. 2,500 psi
layers, any
ttached
Firestone MB Base, JM
#14 or Trufast 3' Metal insulation Plate
inch o.c, in two, equally spaced,
inch oh. in ,
(Optional) APP TA
APP TA
-52.5
structrual concrete
combination
Perma-Ply 28, Tamko Glass
with Trufast HD
staggered center rows
Base or GAFGLAS #75
MIn.22ga.,ty.2,500ade
Ones, more
Prelim.
OMG Flat Bottom Plates (square) with
Roofgrip #14, Dekfast Hex with Dekfast
12-Inch o.c. In 4-Inch la and 12-
P
SBS-SA,
SC-7.
33 steel or min. 2,500 psi
layers, any
Attached
Nail Base
or Male -Hide 3" Insulation Plate
inch o.c. In two, equally spaced,
SBS-SA
APP-SA
-52.5•
structrual concrete
combination
with Mule -Hide HDP Fastener
with
staggered center rows
Min. 22 ga., type B, Grade
One or more
Prelim.
OMG Flat Bottom Plates (square) with
12-Inch o.c. In 4-Inch lap and 12-
SCE.
33 steel or min. 2,500 psi
layers, any
Attached
Nail Base
Roafgrip #12 (steel only) or #14
inch o.c. in two, equally spaced,
(Optional) APP TA
APP TA
-60.0
structrual concrete
combination
staggered center rows
Min. 22ga., type B, Grade
One or more
Prelim.
OMG Fiat Bottom (square) with
12-inch o.c. in 4-inch lap and 12-
SBS SA,
SC-9.
33 steel or min. 2,500 psi
layers, any I
Attached
Nail Base
only) or #14
Roofgrip #12 (steel only
inch o.c. in two, equally spaced,
SBS-SA
APP-SA
-60.0•
structrual concrete
combination
staggered center rows
Min. 22 ga., type B, Grade
80 2500
One or more
layers,
Prelim.
APP Torch S
Dekfast Isofast IF-2.375-AT Plates with
12-inch o.c. withlin the 5-inch wide,
(Optional) APP-TA
APP TA
-82.5
SC-10.
steel or min. psi
any
Attached
Dekfast #15 HS
heat -welded side lap
structrual concrete
combination
Min. 22 ga., type B, Grade
One or more
Prelim.
Trufast 2.4 in. Barbed Seam Plates with
12-inch o.c. within the 6-Inch wide,
(Optional) APP TA
APP-TA
-82.5
SC-11.
80 steel or min. 2,500 psi
layers, any
I
Attached
APP Torch S
Trufast EHD Fasteners
heat -welded side lap
structrual concrete
combination
Min. 22 ga., type B, Grade
One or more
Dekfast Hex with Dekfast #14 or OMG
12-Inch o.c. within the 4-Inch lap
SC-12.
33 steel or min. 2,500 psi
layers, any
Prelim.
APP Torch S
Flat Bottom Plates with OMG Roofgrip
and 184nch c.c. in two, equally
(Optional) APP-TArAPP-TA
-1125
structrual concrete
combination
Attached
#14
spaced, staggered center rows
Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report M30000.03.08-R6 for F110497-116
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365-3111 Appendix 1, Page 11 of 22
TRINITY, ERD
TABLE 3A: CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEMTYPEA-1: BONDED INSULATION, BONDED ROOF COVER
NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Primer
I Type Attach I
Type Attadt
Base Ply Ply Cap
(Psf)
SELFADNERING BASE PLY WITH BASE INSULATLON AND OPTIONALTOP INSULATION OFTHE SAMETWE-.
(Optional)
Min. 1.5-Inch H-ShPoly ISO 1, Multi -Max
D-IS
(Optional) additional
D-IS
-SA
(Optional) SBS-SA, APP-TA
SBSSA, APP-SA,
-67.5
C-1
Concrete
Mule -Hide
�eld,
FA3
layers(s) of base insulation
APP-TA
121
C-2
Concrete
(Optional)
Mule -Hide
Min. 1.5-Inch AC am 11, Poly ISO 2, ENRGY 3
D-IS
(Optional) additional
l)
(Optional)
D-IS
SBS-SA
(Optional) SBS-SA, APP-TA
SBSSA, APP-SA,
APP-TA
-135.0
121
I
base Insulation
C-3
Concrete
None
J
Min. 1.5-loch, min. 1.5 pcf EPS insulation board
D-IS
(Optional) additional layers
of base Insulation
D-IS
SBS-SA
(Optional) SBSSA
SBS-SA, APP-SA
-157.5
insulation board
OB500
(Optional) additional layers
OBSOO
SBSSA
(Optional) SBSSA
SBS-SA, APP-SA
-120.0
C-4
Concrete
None
Min. 1.5-Inch, min. 2.0 pcf EPS
of base insulation
C-5
Concrete
None
I
Min. 1.5-Inch ENRGY 3
OB500
(Optional) additional
layers(s) of base Insulation
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
APP-TA
-127.5
Min. 1.5-Inch CFoam II, Poly ISO 2, H-Shield,
08500
(Optional) additional
OBS00
SBSSA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
-350.0
C-6
Concrete
None
poly ISO 1 1
layers(s) of base Insulation
APP-TA
Min. 1.5-inch 11, Poly ISO 2, ENRGY 3,
M-OSFA
(Optional) additional
M-OSFA
SBSSA
(Optional) SBS-SA, APP-TA
SBSSA, APP-SA,
-232.5
C-7
Concrete
None
IQI�CFOam
H-Shield, Poly,1501, Multi -Max FA3
layers(s) of base insulation
APP-TA
C-8
Concrete
None
Min. 1.5-Inch, min. 2.0 pcf EPS insulation board
CR-20
(Optional) additional layers
CR 20
SBS-SA
(Optional) SBSSA
SBS-SA, APP-SA
-240.0
i
of base Insulation
Min. 1.5-InchlACFoam 11, Poly ISO 2, ACFoam III,
(Optional) additional
SBSSA, APP-SA,
CA
Concrete
None
ENRGY 3, H-Shield, PolyISO 1, H-Shield CG,
CR-20
CR-20
SBSSA
(optional) SBSSA, APP-TA
APP-TA
-270.0
Multi -Max FA3, ISO 95+GL
layers(s) of base insulation
Min. 2-Inch CFoam 11, Poly ISO 2, H-Shleid, Poly
OR Classic
(Optional) additional
03
SBSSA
(Optional) SBSSA, APP-TA
SBSSA, APP-SA,
-270.0
C-10
Concrete
None
ISO 1 i
layers(s) of base Insulation
Classic
APP-TA
Concrete
Mule -Hide
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ACFoam 111,
ENRGY 3, H"Shield, Poly ISO 1, H-Shield CG,
Hot
(Optional) additional
Hot
SBS-SA
(Optional) SBSSA, APP-TA
SBSSA, APP-SA,
-480.0
C-11
121
asphalt
layers(s) of base insulation
asphalt
APP-TA
Multi -Max FA3
SELF-AOHERING BASE PLY WITH BASE INSULATION AND COVERROARD:
D-IS
Min. 0.25-inch SECUROCK
D-IS
SBS-SA
(Optional) SBSSA, APP-TA
SBSSA, APP-SA,
-67.5
C-12
Concrete
None
Min. 1.5-Inch Multi -Max FA3
f
Gypsum -Fiber Roof BoardAPP-TA
None
Min. 1.5-I6ch, min. 2.0 pcf ASTM C578
Expanded Polystyrene, ACFoam 11, Poly ISO 2,
D-IS
Min. 0.25-Inch Dens Deck
D-IS
SBS-SA
(Optional) SBSSA
SBSSA, APP-SA
-72.5
C-13
Concrete
ENRGY 3 , H-Shield, Poly ISO 1
prime
Min. 1.5-Inch, min. 2.0 pcf ASTM C578
D-IS
Min. 0.25-Inch Dens Deck,
D-IS
SBS-SA
(Optional) APP-TA
APP-TA
-120.0
C-14
Concrete
None
Expanded Polystyrene
Dens Deck Prime
Min. 2-itch ACFoam II, Poly ISO 2, ENRGY-3, H-
D 15
Min. 0.25-inch SECUROCK
D-IS
SBS-SA
(Optional) SBSSA, APP-TA
SBS-SA, APP-SA,
247 5
C-15
Concrete
None
Shield, Poly ISO 1
Gypsum -Fiber inBoard
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity (ERO
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
I
I
I
6m EDITION 12017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111
Evaluation Report M30000.03.08-R6 for FL30497-R6
Revision 6: 09108/2017
Appendix 1, Page 12 of 22
TRINITY I ERD
TABLE 3A: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17
System
Deck
Base insulation layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
(Note 1)
Primer
� Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psf)
Min.1.5-Inch ACFoam II, Poly ISO 2, ENRGY 3,
OBSOO
Min. 0.2S-inch Dens Deck
OBSOO
SBS-SA
(Optional) 5BS-SA
SBS-SA, APP-SA
-72.S
C-16
Concrete
None
H-Shield, Poly ISO11or ISO 95+GL
Prime
Min.1.5-Inch ENRGY 3
OBSOO
Min. 0.25-inch Dens Deck,
OBSOO
SBS-SA
(Optional) APP-TA
APP-TA
-127.5
C-17
Concrete
None
I
Dens Deck Prime
C-18
Concrete
None
Min. 1.5-Inch ACFoam 11, Poly ISO 2, H-Shield,
OB500
Min. 0.25-inch Dens Deck,
OBSOO
SBS-SA
(Optional) APP-TA
APP-TA
-150.0
Poly ISO 1, ISO 9$+GL
I
Dens Deck Prime
Min. 2-Inch ACFoam 11, Poly ISO 2, ENRGY-3, H-
OBS00
Min. 0.25-inch SECUROCK
OBSOD
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
-247.5
C-19
Concrete
None
Shield, Poly I50 1
Gypsum -fiber Roof Board
APP-TA
C-20
Concrete
None
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY 3,
M-OSFA
Min. 0.25-inch Dens Deck
M-0SFA
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
72 5
H-Shleld, Poly 1401, Multi -Max FA3
Prime
APP-TA
Min. 1.5-inch ACFoam 11, Poly ISO 2, ENRGY 3,
M-0SFA
Min. 0.25-Inch SECUROCK
M-0SFA
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
_232.5
C-21
Concrete
None
H-Shield, Poly 1�01, Multi -Max FA3
Gypsum -Fiber Roof Board
APP-TA
Min. 2-Inch AC�oam 11, Poly ISO 2, ENRGY-3, H-
M-0SFA
Min. 0.25-inch SECUROCK
M-0SFA
SBS-SA
(Optional) SBSSA, APP-TA
SOS -SA, APP-SA,
-247 5
C-22
Concrete
None
Shield, Poly 15; 1
Gypsum -Fiber Roof Board
APP-TA
C-23
Concrete
None
Min. 1.5-inch imin. 2.0 pcf ASTM C578
CR 20
Min. 0.25-Inch Dens Deck
CR-20
SBS-SA
(Optional) SBSSA
SBS-SA, APP-SA
-72-5
Expanded Poi styrene
Prime
C-24
Concrete
None
Min. iS-inch! min. 2.0 pcf ASTM C578
CR-20
Min. 0.25-inch Dens Deck,
CR-20
SBS-SA
(Optional) APP-TA
APP-TA
-240.0
Expanded Polystyrene
Dens Deck Prime
C-25
Concrete
None
Min. 1.5-incl+ Ultra -Max, Multi -Max FA-3, min.
1.3-Inch ACF am III or min. 1.0-inch ISO 95+GL,
CR-20
Min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(Optional) SBSSA, APP-TA
SBS-SA, APP-SA,
APP-TA
-240.0
H-Shleld, Pony ISO 1, H-Shield CG, ENRGY 3
Gypsum -Fiber Roof Board
Min. 2-inZkFoam 11, Poly ISO 2, ENRGY-3, H-
CR 20
Min. 0.25-inch SECUROCK
CR-20
SBS-SA
(Optional) SBSSA, APP-TA
SBSSA, APP-SA,
247 5
C-26
Concrete
None
Shield, PolyIISO 1
Gypsum -Fiber Roof Board
APP-TA
Min. 2- Inc h1ACFoam II, Poly ISO 2, H-Shield, Poly
OB Classic
Min- 0.25-inch SECUROCK
OR
585-SA
(Optional) SBSSA, APP-TA
SBS-SA, APP-SA,
_350.0
C-27
Concrete
None
ISO 1 I
Gypsum -Fiber Roof Board
Classic
APP-TA
Hide
TiF
Min. 1.5-inch ACFoam 11, Poly ISO 2, ACFoam III,
ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG,
Hot
Min. 0.25-inch SECUROCK
Hot
SBS-SA
(Optional) SBSSA, APP-TA
SBS-SA, APP-SA,
_350.0
C-28
Concrete
Multi-M.4 FA3
asphalt
Gypsum -Fiber Roof Board
asphalt
APPTA
TOROI APPLIED
BASE PLY:
Ini h ACFoam 11, Poly ISO 2, H-Shield, Poly
D-IS
Min. 0.251nch SECUROCK
D-IS
APP-TA
(Optional) APP-TA
APP-TA
-232.5
C-29
Concrete
None
5012
Gypsum -Fiber Roof Board
C-30
Concrete
None
Min. 2-inch ACFoam 11, Poly ISO 2, H-Shield, Poly
OBSOO
Min. 0.25-Inch SECUROCK
OBSOO
APP-TA
(Optional) APP-TA
APP-TA
-232.5
ISO 1 I
Gypsum -Fiber Roof Board
C-31
Concrete
None
Min. 2-kch ACFoam II, Poly ISO 2, H-Shield, Poly
M-0SFA
Min. 0.25-inch SECUROCK
M-0SFA
APP-TA
(Optional) APP-TA
APP-TA
-232.5
ISO 1 I
Gypsum -Fiber Roof Board
Exterior Research and Design, I.I.C. d/b/a Trinity('ERO Evaluation Report M10000.03.08-R6 for FL3D497-R6
Certificate of Authorization 89503 I 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 13 of 22
TRINITY I ERD
TABLE 3A: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
- NOTE: FOR VAPOR BARRIER OPTIONS REFERTO NOTE 17 -
System
Deck
Base Insulation layer
Top Insulation layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Primer
� Type
Attach
Type
Attach
Base Ply
Ply
Cap
(psf)
Min. 1.5-Inch Ultrla-Max or Multi -Max FA-3,
min. 1.3-Inch ACFoam III or min. 1.0-inch ISO
CR-20
Min. 0.25-Inch SECUROCK
CR-20
APP-TA
(Optional) APP-TA
APP-TA
-232.5
C-32
Concrete
None
95+GL, H-Shield, poly ISO 1, H-Shleld CG or
Gypsum -Fiber Roof Board
ENRGY 3
(Optional) Min. 2-Inch ACFoam II, Poly ISO 2, H-
OB Classic
Min. 0.25-inch SECUROCK
OB
APp TA
(Optional) APP-TA
APP-TA
-232.5
C-33
Concrete
None
Shield, Poly ISO
Gypsum -Fiber Roof Board
Classic
Concrete
Mule -Hide
In. 1.5-inch AC -Foam 11, Poly ISO 2, ACFoam 111,
ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG,
Hot
Min. 0.25-inch SECUROCK
Hot
APP TA
(Optional) APP-TA
APP-TA
-232.5
C-34
121
asphalt
Gypsum -Fiber Roof Board
asphalt
Multl-Max FA3
TABLE 3B: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
System No.
Deck
(Note 1)
Primer i
Roof Cover (Note 1S)
MDP (psf)
Base Ply
Ply
Cap
C-35
I Concrete
I Mule -Hide 121 11
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA, APP-TA
-315.0
Exterior Research and Design, ILC. d/b/a Trinity ERD Evaluation Report M30000.03.08-R6 for FL10497-RG
Certificate of Authorization #9503 1 6EDITION (2017) FBC NON44VHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 I Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 14 of 22
TRINITY I ERD
ITABLE4A: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION ORREROOF(TEAR-OFF)
• 1 SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
Deck (Note 1)
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
System
MDP (psf)
No.
Struct'
LWC
I Type
Attach
Type
Attach
Base Ply
Ply
Cap
Deck
SELF -ADHERING BASE PLY WRH BASE INSULATION AND OPTIONALTOP INSULATION OFTHE SAMETYPE:
LWC-1
Concrete
Min. 200 psi, min
Min. 1.5-f nch, min. 2.0 pcf ASTM C578
OB500
(Optional) Additional layers
OB500
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-120.0
2-inch Elastizell
expandep polystyrene
of base insulation
LWC-2
Concrete
Min. 200 psi, min
1inch ACFoam II, Poly ISO 2, ENRGY
Min. 1.511
OBS00
(Optional) Additional layers
OB500
SBS-SA
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
-225.0
2-inch Elastizell
3,150 95+GL, H-Shield, Poly ISO 1
of base insulation
TA
APP TA
LWC-3
Concrete
Min. 200 psi, min.
Min. 1-1-inch, min. 2.0 pcf ASTM C578
CR-20
(Optional) Additional layers
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-180.0
2-inch Elastizell
expand, d polystyrene
of base insulation
Min. 200 psi, min.
Min.14-inch ACFoam II, Poly ISO 2, ACFoam
(Optional) Additional layers
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
LWC-4
Concrete
2-inch Elastizell
.III, EN�GY 3,150 95+GL, H-Shield, Poly ISO 1,
CR-20
of base insulation
CR-20
SBS-SA
TA
APP-TA
-180.0
H-Shie d CG, Multi -Max FA3
LWC-5
Concrete
Min. 200 psi, min.
2-Inch Celcore or
Min. qI.S-inch, min. 2.0 pcf ASTM C578
CR-20
(Optional) Additional layers
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-222.5
expallided polystyrene
of base Insulation
Mearlcrete
1
Min. 200 Psi, min.
Min. }}.5-Inch ACFoam II, Poly ISO 2, ACFoam
(Optional) Additional layers
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
LWC-6
Concrete
2-inch Celwre or
III, Et11RGY 3,150 95+GL, H-Shield, Poly ISO 1,
CR-20
of base insulation
CR-20
SBS-SA
TA
APP-TA
-222.5
Mearlcrete
H-Sh+eld CG, Multi -Max FA3
SELF -ADHERING BASE PLY WITH BASE IMUUITION AND COVERSOARD:
LWC-7
Concrete
Min. 200 psi, min
Min 1.5-inch, min. 2.0 pcf ASTM C578
OB500
Min. 0.2S-Inch SECUROCK
0B500
SBS-SA
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
-120.0
2-Inch Elastizell
expoI ed polystyrene
Gypsum -Fiber Roof Board
TA
APP-TA
Min. 200 psi, min
MI . 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY
OB500
Min. 0.25-inch SECUROCK
OBS00
SBS-SA
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
-225.0
LWC-8
Concrete
2-inch Elastizell
3, I O 95+GL, H-Shield, Poly ISO 1
Gypsum -Fiber Roof Board
TA
APP-TA
Ml1 . 1.5-Inch ACFoam 11, Poly ISO 2, ACFoam
Min. 200 psi, min.
II; NRGY 3, 15095+G4 H-Shield, Poly 1501,
CR-20
Min. 0.25-inch SECUROCK
CR-20
SBS-SA
(Optional) SBS APP-
SBS-SA, APP-SA,
-280.0
LWC-9
Concrete
2-Inch Elastizell
H- Meld CG, Multi -Max FA3 or min. 2.0 pcf
Gypsum -Fiber Roof Board
TA
APP-TA
ASTM C578 expanded polystyrene
N in. 1.5-Inch ACFoam 11, Poly 150 2, ACFoam
Min. 200 psi, min.
III, ENRGY 3ISO 95+GLH-ShieldPoly ISO 1,
, , ,
CR-20
Min. 0.25-inch SECUROCK
CR-20
SBS-SA
(Optional) SBS-SA, APP-
505-SA, APP-SA,
-222.5
LWC-10
Concrete
2-inch Celwre or
-Shield CG, Multi -Max FA3 or min. 2.0 pcf
Gypsum -Fiber Roof Board
TA
APP-TA
Mearlcrete
F}STM C578 expanded polystyrene
TORCHAPPUEO BASE PLY:
Min. 200 psi, min
r Iln. 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY
OBS00
Min. 0.25-Inch SECUROCK
00500
BNAA, SBS-
(Optional) BP -AA, SBS-
SBS-AA, SBS-TA,
-225.0
LWC-11
Concrete
2-inch Elastizell
31 ISO 95+GL, H-Shleld, Poly ISO 1
Gypsum -Fiber Roof Board
AA, APP-TA
AA, SBS-TA or APP-TA
APP-TA
MIn. -Inch ACFoam II, Poly ISO 2, ACFoam
Min. 200 psi, min'
ENRGY 3, ISO 95+GL, H-Shleld, Poly I501,
CR-20
Min. 0.2S-Inch SECUROCK
CR-20
BP -AA, SBS-
(Optional) BNAA, SBS-
SBS-AA, SBS-TA,
-150.0
LWC-12
Concrete
2-inch Elastizell
IIII,
H-Shleld CG, Multi -Max FA3 or min. 2.0 pcf
Gypsum -Fiber Roof Board
AAAPP-TA
AA, SBS-TA or APP-TA
APP-TA
ASTM C578 expanded polystyrene
Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report M30000.03.08-R6 for FL30497-R6
Certificate of Authorization #9503 I 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 15 of 22
TRINITY I ERD
LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
'TABLE4A:
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
Deck (Note 1)
Base Insulation Layer
[overboard
Roof Cover (Note 15)
System
MDP(psf)
No.
Struc4
LWC
Type
I
Attach
Type
Attach
Base Ply
Ply
Cap
Deck
Min. 1.5-I('�ch ACFoam II, Poly ISO 2, ACFoam
Min. 200 psi, min.
III, ENRGYii31 ISO 95+GL, H-Shield, Poly ISO 1,
CR-20
Min. 0.25-Inch SECUROCK
CR-20
BP -AA, SBS-
(Optional) BP -AA, SBS-
SBS-AA, SBS-TA,
222.5
LWC-13
Concrete
2-inch Celcore or
H-Shield { G, Multi -Max FA3 or min. 2.0 pcf
Gypsum -Fiber Hoof Board
AA, APP-TA
AA, SBS-TA or APP-TA
APP-TA
Mearicrete
ASTM C51 8 expanded polystyrene
TABLE4B: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION ORREROOF(TEAR-OFF)
SYSTE TYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck (Note 1)
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MOP
No.
Struct
LWC
'Type
Fasten
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Pso
n. 22 ga.,
I
7-inch o.c at 4-inch lap
Min. 1.54nch ACFoam
pe B, vented
Min. 300 psi
GAFGlAS
OMG CR
and 7-inch o.c. In two,
It, Poly I50 2, H-Shield,
Hot
None
N/A
SBS-SA
(Optional) SBS-SA,
SBS-SA, APP-
-45.0
LWC-14
el at max. S it
:spans
Approved
H75
BSF
equally spaced center
Poly ISO 1, Multi -Max
asphalt
APP-TA
SA, APP-TA
cellularLWC
I
rows
FA3, Polytherm
Exterior Research and Design, I.I.C. d/b/a Trinity)ERD Evaluation Report M10000.03.08-R6 for F1.30497-116
Certificate of Authorization 49503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6:09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems: (608) 365-3111 Appendix 1, Page 16 of 22
I
(
TRINITY I ERD
„ ITABLE4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTIONoaREROOF(TFAa-OFF)
it SYSTEMTYPEE: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (Note 1) 1
1 Base Sheet
Roof Cover (Note 151
MDP
No.
Structural Deck Lightweight Concrete
Type Fasten Attach
Base Ply cap
(Psf)
CELcORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: {
Min. 22 ga., type B steel at max
Min. 225 psll min. 2-inch thick
Polyglass G2 Base Nall Base
Trufast Twin
9-Inch o.c In a 44nch lap and 18-inch o.c. In two,
(Optional)
APP-TA
-45.0
LWC-15
ft spans or structural concrete
Celcore MF
,
Inc -Nail
equally spaced, staggered rows in the field of the sheet
APP-TA
Min. 22 ga., type B steel at max 5
Min. 225 psi, min. 2-inch thick
Trufast Twin
9-inch o.c in a 4-inch lap and 18-inch o.c, in two,
SBS-SA
SBS-SA,
APP-SA,
-05.0
LWC-16
ft spans or structural concrete
Celcore MFI
Nail Base
Loc-Nail
equally spaced, staggered rows In the field of the sheet
APP-TA
Min. 22 ga., type B steel at max 5
Min. 300 phi, min. 2-inch thick
Nail Base
Trufast FM-90
8-Inch o.c In a flinch lap and 8-Inch o.c. In three
(Optional)
APP-TA
-60.0
LWC-17
IT: spans orstructural concrete
Celcore M�
equally spaced, staggered center rows
APP-TA
Min. 22 ga., type B steel at max 5
(
Min. 300 psi, min. 2-inch thick
Nail Base
Trufast FMAO
8dnch o. c In a 4-inch lap and 8-inch o.c. in three
585-SA
SBS-SA,
-60.0
LWC-18
ft spans or structural concrete
Celcore MF
equally spaced, staggered center rows
APP,
P-TA
Polyglass G2 Base, Nail Base,
GAFGLAS 875, GAFGIASStratavent
Nallable Venting Base Sheet,
Min. 22 ga., type B steel at max 5
Min. 30 psi, min. 2-inch thick
GAFGLAS Ply 4, GAFGLAS FlexPly 6,
Trufast FM-90
7-Inch o.c in a 34nch lap and 7-inch o.c. in two, equally
APP-TA
APP-TA
-75.0
LWC-19
ft spans orstructural concrete
Celcore)
JM Pernia Ply No. 281
or OMG CR BPF
spaced, staggered rows In the field of the sheet
Vensulation, JM GlasPly IV. GlasPly
Premier. Tamko Glass -Base, Tamko
Vapor -Chan
Min. 22 ga., type B steel at max 5
Min. 360 psi, mini. 2-Inch thick
Nail Base
Trufast FM-290
ID -inch o.c in a 4-Inch lap and 10-inch o.c in three
(Optional)
APP TA
-90.0
LWC-20
ft spans or structural concrete
Celcore MF
equally spaced, staggered center rows
APP-TA
ELASTIZEIl CELLULAR LIGHTWEIGHT INSULATING CONCRETE: '
Polyglass G2 Base, Nall Base,
I
GAFGLAS A75, GAFGLAS Statavent
Min. 0.0179-inch Tensilform S-75
Nallable Venting Base Sheet,
or min. 0.02054nch Tensilform
Min. 200 psi, min. 2-Inch thick
GAFGLAS Ply 4, GAFGLAS FI-Ply 6,
Trufast FM-90
7.5-Inch o.c. in a 3-inch lap and 7.54nch o.c. in two,
APP-TA
APP-TA
-30.0
LWC-21
75 at max. 5 ft spans or
Elastizell Range II
JM Perma Ply No. 28, JM
or OMG CR BPF
equally spaced, staggered rows in the field of the sheet
structural concrete
I
Vensulation, JM GlasPly IV. GlasPly
Premier-Tamko Glaze-Base,Tamko
1
Vapor -Chan
Min. 0.0179-inch Tensilform S-75
5B5-SA,
LWC-22
or min. 0.0205-inch Tensilform
Mini 200 psi, min. 2-inch thick
Nail Base
Trufast FM-90
7.5-inch c.c. in a 3-inch lap and 7.54nch o.c in two,
58S-SA
APP-SA,
-30.0
75 at max- S ft spans or
Ela i izell Range II
or OMG CR BPF
equally spaced, staggered rows in the field of the sheet
APP-TA
structural concrete
Polyglass G2 Base, Nall Base,
i
GAFGLAS 975, GAFGLAS Stratavent
Nallable Venting Base Sheet,
Min. 22 ga., type B steel at max 5
M 200 psi, min. 2-Inch thick
GAFGLAS Ply 4,GAFGlAS FlexPly 6, '
Trufast FM-90
7-inch o.c in a 34nch lap and 7-Inch o.c. In two, equally
APP TA
APP TA
-45.0
LWC-23
ft spans or structural concrete
Elastlzell Range II
JM Pe— Ply No. 28, JM
or OMG CR BPF
spaced, staggered rows In the field of the sheet
Vensulation, JM GlasPly IV. GlasPly
I
Premier. Tani Glass -Base, TaniVapor-Chan
Exterior Research and Design, U.C. d/b/a TrinityI RD - Evaluation Report M10000.03.08-R6 for FL10497-116
Certificate of Authorization 99503 i 6TM EDITION (2017) FBC NON41VHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 I Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 17 of 22
TRINITY j ERD
j TABLE 4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
_ I SYSTEMTYPEE: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MOP
No.
Structural Deck
Lightweight Concrete
Type
Fasten
Attach
Base Ply
Cap
(Psf)
Min. 22 ga., type B steel at max 5
Min. 200 psi. min. 24nch thick
Trufast FM-90
7-Inch o.c. In a 3-Inch lap and 7-inch o.c. in two, equally
SBS-SA
SBS-SA,
APP-SA,
-45.0
LWC-24
it spans or structural concrete
Elastizell Rapge II
I
Nall Base
or OMG CR BPF
spaced, staggered rows in the field of the sheet
APP TA
Min. 350 pst, min. 2-Inch thick
Min. 22 ga., type B vented steel
Elastizell with Zell -Crete
8-inch o.c in a flinch lap and 8-inch o.c. in three,
(Optional)
LWC-25
at max 5 it spans or structural
Fibers, sup I mental attached
Nail Base
Trufast FM-290
equally spaced, staggered rows in the field of the sheet
APP-TA
APP-TA
-52.5
concretewtth
Roof�dp #21 and 3-inch
plates at � per 8 ft2
Min. 350 psi, min. 2-inch thick
LWC-2fi
Min. 22 ga., type B steel at max 5
Elastizell with Zell -Crete
Fibers, supplemental attached
Nail Base
Trufast Twin
Lac -Nails (min.
6-inch o.c in a 4-inch lap and 6-Inch o.c. in three,
APP-TA
APP-TA
-60.0
it spans or structural concrete
with Roo grip #21 and 3-Inch
1.8-Inch)
equally spaced, staggered rows in the field of the sheet
plates atj1 per 8 ft2
Min. 35 psi, min. 2-Inch thick
LWC-27
Min. 22 ga., type B steel at max 5
Elastizellw'. Zell -Crete
attached
Nail Base
Trufast Twin
Loc-Nails (min.
6-inch o.c to a 4-inch lap and 6-inch o.c. In three,
in the field the
SBS-SA
SBS-SA,
APP-SA,
-60.0
It spans or structural concrete
supplemental
with Roofgrip #21 and 3-inch
with
1.8-inch)
equally spaced, staggered rows of sheet
APP TA
plates 1 per 8 ft2
MEARL_OtEFECELLUTARLIGHRYEIGHTINSUTATINGCANCRETE: i
Min. 22 ga., type B steel at max 5
Min. 3 0 psi, min. 2-Inch thick
Polyglass G2 Base, Nall Base,
Trufast FM-90
7-Inch o.c in a 4-inch lap and 7-inch o.c. in two, equally
APP-TA
APP-TA
-45.0
LWC-28
R spans or structural concrete
Meaderete
Tamko Vapor Chan
or OMG CR BPF
spaced, staggered rows in the field of the sheet
Min. 22 ga., type B steel at max 5
Min. 300 psi, min. 24nch thick
Trufast FM-90
7-inch o.c In a 4-Inch lap and 7-inch o.c. In two, equally
SBS-SA
SBS-SA,
APP-SA,
-45.0
LWC-29
ft spans or structural concrete
Mearlcrete
Nail Base
or OMG CR BPF
spaced, staggered rows in the field of the sheet
APP-TA
Min. 22 ga., type B steel at max 5
I
MIn.I 00 psi, min. 2-Inch thick
Polyglass G2 Base, Nail Base,
Trufast FM-90
7-loch o.c Ina 4-Inch lap and 7-Inch in two, equally
BP -AA, SBS-
AA, SBS-TA,
SBS-AA,
SB5-TA, or
-52.5
LWC-30
ft spans or structural concrete
Meal Icrete
GAFGLAS #75, JM Perrna Ply
or OMG CR BPF
of
spaced, staggered rows in the field of the sheet
No. 28, Tamko Glass -Base
or APP-TA
APP-TA
Min. 22 ga., type B steel at max5
Min! 300 psi, In. 2-Inch thick
Nail Base
Trufast FM-90
7-inch o.c in a flinch lap and 7-inch o.c. in two, equally
SBS-SA
SBS-SA,
APP-SA,
-52.5
LWC-31
it spans or structural concrete
Mearlcrete
or OMG CR BPF
spaced, staggered rows in the field of the sheet
APP-TA
Exterior Research and Design, I.I.C. d/b/a TrInity) ERD Evaluation Report M10000.03.08-1116 for F1.30497-1116
Certificate of Authorization #9503 1 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 I Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 18 of 22
�\J�
TRINITY I ERD
ABLESA: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A -I: BONDED INSULATION, BONDED ROOF COVER
System
Base Ipsulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP (psf)
No.
Deck (Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap
Min. 2.5-Inch Tectum
Min. 15-inch ACFoam II, Poly ISO
2, ISO 95+GL, H-Shileld, Poly ISO 1,
D-IS or
Min. 0.25-Inch Dens Deck, Dens Deck Prime,
D-IS cr OB500
SBS-SA, APP-TA
(Optional) SBS-SA,
SBS-SA,
APP-SA,
-45.0
CWF-1
Plank or Tectum 15 Plank
Polytherm, ENRGY;3
OB500
SECUROCK Gypsum -Fiber Roof Board
APP TA
APP-TA
Min. 2.54rch Tectum
Min. 15-inch ACFoam 11, Poly ISO
95+GL, H-S�hllield, Poly ISO 1,
CR-20
Min. 0.254nch Dens Deck, Dens Deck Prime,
CR-20
SBSSA, APP-TA
(Optional) SBS-SA,
SBS-SA,
APP-SA,
CWF 2
Plank orTectum LS Plank
2,150
Polytherm, ENRGII-3
SECUROCK Gypsum -Fiber Roof Board
APP TA
APP-TA
TABLE SB: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPEA-Z: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchoi Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MOP (psf)
No.
(Note 1)
Type
Fasten
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap
9-inch o.c. in 4-Inch
Min. 1.5-inch ACFoam
Min. 2.54nch
Nail Base,
Trufast
and 12-inch o.c
an
II, Poly ISO 2, ACFoam
III, IS 95+GL, H-Shield,
Hot
Min. 0.25-inch Dens Deck,
Hot
585-SA,
(Optional) SBS-
SBS-SA
CWF-3
Tectum Plank
Polyglass G2
Inuldek
in two, equally
Poly ISO 1, ENRGY 3,
asphalt
Dens Deck Prime, SECUROCK
asphalt
APP-TA
SA, APP TA
APP-SA,
-30.0•
or Tectum LS
Base
Loc-
spaced, staggered
Gypsum-Flber Roof Boarrl
APP-TA
Plank
fail
center rows
Polytherm or Multi-
Max FA3,
Min. 1.5-inch ACFoam
Min. 2.54nch
Nail Base,
Trufast
9-inch o.c. in 4-Inch
lap and 18-inch o.c.
II, Poly ISO 2, ACFoam
Min. 0.25-inch Dens Deck,
Hot
SBSSA,
(Optional) SBS
SBSSA,
CWF-4
Tectum Plank
Polyglass G2
Twin Loc-
in two, equally
III, 1SO95+GL, H-Shield,
Poly ISO 1, ENRGY 3,
Hot
asphalt
Dens Deck Prime, SECUROCK
asphalt
APP TA
SA, APP-TA
AP -SA,
-45.0•
or Tectum LS
Base
Nair
spaced, staggered .
Gypsum -Fiber Roof Board
APP TA
Plank
I
center rows
Polythene or Multi-
Max FA3,
TABLE SC: CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
I Base Sheet
Roof Cover (Nate 15)
MDP (psf)
No.
(Note 1)
Base
Fasten
Attach
Base Ply
Cap
Min. 2.5-Inch Tectum
Trufast Inuldek Loc-Nail
9-Inch o.c in 4-inch lap and 12-Inch o.c. in two,
(Optional) APP-TA
APP-TA
-30.0•
CW F-5
Plank or Tectum IS
Nail Base, G2 Base
equally spaced, staggered center rows
Plank
lolyglass
Min. 2.5-inch Tectum
I
Twin Loc-Nails
9-Inch me in 4-Inch lap and 18-inch o.c. in two,
(Optional)APP-TA
APP-TA
-45.0•
CWF-6
Plank or Tectum LS
Nail Base,IPotyglass G2 Base
Trufast �l
equally spaced, staggered center rows"
Plank
Exterior Research and Design, U.C. d/b/a Trinity( ERD
Certificate of Authorization N9503
Prepared by: Robert Nieminen, PE-S9166
I
I
I
I
6Te EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3112
Evaluation Report M10000.03.08-116 for FL10497-RS
Revision 6:09/08/2017
Appendix 1, Page 19 of 22
TRINITY J ERD
TABLE GA: GYPSUM DECKS- REROOF (TEAR -OFF)
SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
, Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psf)
•
Min.1.5-Inch I CFoam 11, Poly
G-1
Existing, sound poured
deck
ISO 2, ENRGY 3, H-Shield, Poly
ISO 1 2.0 AS M
OB500
Min. 0.25-inch Dens Deck Prime
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
APP-TA
-72.5
gypsum or gypsumplank
or min. pcf,
C578 expandeb polystyrene
G 2
Existing, sound poured
Min. 1.5-Inch min. 2.0 pcf,
ASTM C578 expanded
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) SOS -SA
SBS-SA, APP-SA
-112.5
gypsum or gypsum plank deck
polystyrene I
Insulation
G-3
Existing, sound poured
Min.1.5-inc ACFoam 11, Poly
ISO 2, ENRGY 3 or H-Shleld,
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) SBS-SA, APP•TA
SBS-SA, APP-SA,
-1125
gypsum or gypsum plank deck
Poly ISO S I
Insulation
APP-TA
Min.1.5-Inc ACFoam 11, Poly
Gd
Existing, sound poured
150 2, ENRGY 3 or H-Shleld,
Poly ISO 1 or min. 2.0 pcf,
OB500
Min. 0.25-inch SECUROCK Gypsum -Fiber
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
( P )
SBS-SA, APP-SA,
_112.5
gypsum or gypsum plank deck
ASTM C578 expanded
Roof Board
APP-TA
polystyreni
G-5
Existing, sound poured
Min.1.5-14ch ACFoam 11, Poly
ISO 2, ENRGY 3, H-Shield, Poly
M-0SFA
Min. 0.254nch Dens Deck Prime
M-0SFA
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
APP TA
-72.5
gypsum or gypsum plank deck
150 1 or Multi -Max FA3
Min. 1.5-I6ch ACFoam 11, Poly
(Optional) additional layers(s) of base
SBS-SA, APP-SA,
G-6
Existing, sound poured
I50 2, ENRGY 3, H-Shield, Poly
M-0SFA
insulation and/or min. 0.254nch SECUROCK
M-0SFA
SBS-SA
(Optional) SBS-SA, APP-TA
APP TA
-2025
gypsum or gypsum plank deck
ISO 1 or Multi -Max FA3
Gypsum -Fiber Roof Board
Min.1.S-inch, min. 2.0 pcf EPS
G-7
Existing, sound poured
Insulation board, ACFoam 11,
ACFoam i III, ENRGY 3, H-Shield,
CR-20
Min. 0.25-inch Dens Deck Prime
Cft-20
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
-72.5
gypsum or gypsum plank deck
Poly ISO 1, H-Shield CG or
APP TA
Multi -Max FA3
G-8
Existing, sound poured
Min.1.5-inch, min. 2.0 pcf EPS
CR-20
(Optional) additional layers of base
CR•20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-240.0
gypsum orgypsum plank deck
insulation board
insulation
Existing, sound poured
Min. 115-inch, min. 2.0 pcf EPS
CR-20
Min. 0.25-inch SECUROCK Gypsum -fiber
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
_240.0
GA
gypsum or gypsum plank deck
insulation board
Roof Board
APP-TA
Existing, sound poured
Min. 1.5-Inch ACFoam II, Poly
150 2JACFoam 111, ENRGY 3, H-
CR-20
(Optional) additional layers(s) of base
Insulation and/or min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(Optional) 585-SA, APP-TA
SBS-SA, APP-SA,
-2575
G-10
gypsum or gypsum plank deck
Shield, Poly ISO 1, H-Shleld CG
Gypsum -Fiber Roof Board
APP TA
or Multi -Max FA3
I
Exterior Research and Design, U.C. d/b/a Trinity( ERD
Certificate of Authorization a9503
Prepared by: Robert Nieminen, PE-59166
I
6'n EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111
Evaluation Report M10000.03.08-116 for FL10497-R6
Revision 6:09/0812017
Appendix 1, Page 20 of 22
TRINITY I ERD
f TABLE 6B: GYPSUM DECKS-REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
� Base Sheet
Roof Cover 15)
MDP (psf)
Base
Fasten
Attach
Base Ply
Cap
No.
(Note 1)
G-11
Existing sound poured gypsum
I
Nall Base, G2 Base
Trufast FM-75 or FM-90
9-inch o.c. in 4-Inch lap and 18-Inch o.c. in
O APP-TA
(Optional)
)
APP-TA
AS.0•
or gypsum plank deck
iolyglass
or Twin I. -Nails
two, equally spaced, staggered center rows
TABLE7A: RECOVER APPLICATIONS
I SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
SubsVate
Baseilnsulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Notes 1 & 11)
Type Attach
Type Attach
Base Ply Ply Cap
iP�fl
SELF -ADHERING BASE PLY: I
(Optional) additional layers(s) of base
SBS-SA, APP-
R-1
Min. 1.5-Inch Multi-MaxIFA3
D-IS
insulation and/or min. 0.25-inch SECUROCK
D-IS
SBS-SA
(Optional) SBS-SA, APP-TA
SA, APPTA
-67.5
asphaltic roof
Gypsum -Fiber Roof Board
Min. 1.5-inch ACFoam 11, Poly ISO 2, ENRGY 3 or
SBS-SA, APP-
R-2
Ezisting
Multi -Max FA3 or min. 2.0 pcf EPS Insulation
D-IS
Min. 0.25-inch Dens Deck Prime
D-IS
SBS-SA
(Optional) SBS-SA, APP TA
SA, APP TA
-72.5
asphaltic roof
board
Existing
2.0 Ipcf EPS insulation board
D-IS
(Optional) additional layers(s) of base
D-IS
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-90.0
R-3
asphaltic roof
Min. 1.5-fnch min.
insulation
R-4
Existing
Min.1.5-Inch min. 2.Olpcf EPS insulation board
D-IS
Min. 0.25-inch SECUROCK Gypsum -Fiber Roof
D-IS
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA
-90.0
asphaltic roof
I
Board
(Optional) additional layers(s) of base
SBS-SA APP-
R-5
Existing
Min.1.5-Inch ACFoa 111, Poly ISO 2 or ENRGY 3
D-IS
insulation and/or min. 0.25-inch SECUROCK
D-IS
SBS-SA
(Optional) SBS-SA, APP TA
SA, APP-TA
-90.0
asphaltic roof
Gypsum -Fiber Roof Board
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY 3, H-
SBS-SA, APP-
R-6
isting
asphaltic
Shield, Poly ISO 1 orimin. 2.0 pcf EPS Insulation
OBSOO
Min. 0.25-inch Dens Deck Prime
OBSDO
SBS-SA
(Optional) SBS-SA, APP-TA
SA APP-TA
-72.5
roof
board
R 7
Existing
Min.1.5-Inch, min.20 pcf EPS Insulation board
OB500
(Optional) additional layers of base insulation
OBSOO
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-120.0
asphaltic roof
I
Existing
Min.0.25-inch SECUROCK Gypsum -Fiber Roof
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP
-120.0
R-8
asphaltic roof
Min. 1.5-Inch, min!2.0 pcf EPS insulation board
�
OBSOO
Board
SA, APP-TA
Existing
I
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY 3 or
OB500
(Optional) additional layers(s) of base
insulation and/or min. 0.25-Inch SECUROCK
OBSOO
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA APP-
-127.5
R-9
asphaltic roof
H-Shield, Poly ISO 1
Gypsum -Fiber Roof Board
R-10
Existing
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ENRGY 3, H-
M-0SFA
Min. 0.25-inch Dens Deck Prime
M-0SFA
SBS-SA
(Optional) SBS-SA, APP T'A
SBS-SA, APP-
SA, APP TA
-725
asphaltic roof
Shield, Poly ISO 1 or Multi -Max FA3
(Optional) additional layers(s) of base
SBS-SA APP-
R-11
Existing
Min. 1.5-Inch ACIFoam 11, Poly ISO 2, ENRGY 3, H-
M-0SFA
insulation and/or min. 0.25-inch SECUROCK
M-0SFA
SBS-SA
(Optional) SBS-SA, APP TA
SA, APP-TA
-157.5
asphaltic roof
Shield, Poly ISO or Multi -Max FA3
Gypsum -Fiber Roof Board
I
Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report M10000.03.08-R6 for FL10497-R6
Certificate of Authorization #9S03 I 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 i Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 21 of 22
TRINITY I ERD
r TABLE7A: RECOVER APPLICATIONS
II SYSTEM TYPEA-1: BONDED INSULATION, BONDED ROOF COVER
System
Substrate
Base Insdlation Layer
Top Insulation Layer
Roof Cover (Note 25)
MDP
No.
(Notes 1 & 11)
Type I
Attach
Type
Attach
Base Ply
Ply
Cep
(pti)
Min. 1.5-Inch min. 2.0 pcf ASTM C578 expanded
polystyrene, Min. 2-Inch AC oam 11, Poly ISO 2,
SBS-SA, APP-
R-12
Existing
min.1.5-Inch Ultra -Max or ultf-Max FA-3, min.
CR-20
Min. 0.25-inch Dens Deck Prime
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SA, APP-TA
-72.5
asphaltic roof
1.3-Inch ACFoam III or min. i.0-Inch ISO 95+GL,
H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 '
Existing
Min. 1.5-inch min. 2.0 pcf ASTM C578 expanded
CR-20
(Optional) additional layers(s) of base
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-240.0
R-13
asphaltic roof
polystyrene I -
insulation
Existing
Min. 1.5-Inch min. 2.0 pcf ASTM C578 expanded
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber Roof
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP
-240.0
R-14
asphaltic roof
polystyrene I
Board
SA, APP-TA
Min.1.5-inch Ultra -Max oi� Multi -Max FA-3, min.
(Optional) additional layers(s) of base
SBS-SA, APP-
R-15
1.3-Inch ACFoam III or ml 4i. 1.0-Inch ISO 95�GL,
CR-20
insulation and/or min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(Optional) SBS-SA, APP TA
SA, APP-TA
-240.0
asphaltic roof
asphaltic
H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3
Gypsum -Fiber Roof Board
(Optional) additional layers(s) of base
SBS-SA, APP-
R-16
Existing
Min. 2-Inch ACFoam 11, Poly ISO 2, ENRGY-3 or H-
CR-20
insulation and/or min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SA, APP-TA
-247.5
asphaltic roof
Shield, Poly ISO 1
Gypsum -Fiber Roof Board
TORcWAPPUED BASE PLY:
Existing
II
FA3
D-IS
Min. 0.25-Inch Dens Deck, Dens Deck Prime or
D-IS
APP-TA
(Optional) APP-TA
APP-TA
-67.5
R-17
asphaltic roof
Min. 1.5-Inch Multi-Ma)
1
SECUROCK Gypsum -Fiber Roof Board
Existing
Min.1.5-inch ACFoam 11, Poly ISO 2, ENRGY 3 or
D-IS
Min. 0.25-inch Dens Deck, Dens Deck Prime or
D-IS
APP-TA
(Optional) APP-TA
APP-TA
-90.0
R-18
asphaltic roof
min. 2.0 pcf EPS Insulation board
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-
OB500
Min. 0.25-inch Dens Deck, Dens Deck Prime or
00500
APP-TA
(Optional) APP-TA
APP TA
-127.5
R-19
asphaltic roof
Shield, Poly ISO 1 or ISO 95+GL
SECUROCK Gypsum -Fiber Roof Board
Existing
Min.1.5-inch ACFoam1ll, Poly ISO 2, ENRGY 3, H-
M-OSFA
Min. 0.25-inch SECUROCK Gypsum -Fiber Roof
M-OSFA
APP-TA
(Optional) APP-TA
APP-TA
-157.5
R-20
asphaltic roof
Shield, PDIy I501 or Multi -Max FA3
Board
Min. 1.5-inch Ultra -Max or Multi -Max FA-3, min.
Existing
1.3-Inch ACFoam 1110 min. 1.0-Inch ISO 95tG4
CR 20
Mtn. 0.25-Inch SECUROCK Gypsum -Fiber Roof
CR-20
APP-TA
(Optional) APP TA
APP-TA
-232.5
R-21
asphaltic roof
H-Shield, Poly ISO 1, f {-Shield CG or ENRGY 3 or
Board
min. 2.0 pcf ASTM C578 expanded polystyrene
Exterior Research and Design, U.C. d/b/a Tdnfty) ERD Evaluation Report M30000.03.08-116 for FL30497-R6
Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 I Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 22 of 22