HomeMy WebLinkAboutEVALUATION REPORTRECEIVED
APR 2 4 (2018
ST. Lucie County, Permittin QO.TRINI-ff ERD
APPENDIX i: AYTACHIVIENT REQUIREMENTS FOR WIND unwr kESISTANCE - . .. 2 . . I
Table Deck Application Type Description Page
IA-1
Wood
NeworReroof(Tear-Off) .
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
1A-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet,. Boncled'I nsulation, Bonded Roof Cover
5
113
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
11)
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-] nsulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
IE-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non-] nsulated, Me6h. Attached Base Sheet, Bonded Roof Cover
8
1F
Wood
New or Reroof (Tea-r-Off)
F
Non -insulated, Bonded Roof Cover
8
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
2B
Steel or Structural concrete,
New, Reroof (Tear -Oft) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
10
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B
Structufa Lconcrete
New or Reroof (Tea r-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 (T6ar-Off)
A-1.
Bonded Insulation, Bonded Roof Cover
20
5B CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet_Roncled-lnsulat�ion, Bonded Roof Cover
21
5C CWF
New, Reroof (Tear -Off) or Recover
B
�ftch-Attached'Ba—seinsulation, Bonded Top Insulation, Bonded Roof Cover
22
5D CWF
New, Reroof (Tear -Off) or Recover
Mech. Attached insulation, Bonded Roof Cover
22
5E CWF
New, _RerQoqTear-OffY—orRecover
E
Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A Gypsum ------New
or Reroof (T6ar-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, Rer,00f (Tear-OfQ 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-] nsulated, Bonded Base Sheet, Bonded Roof Cover 26
The following notes appIV 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. FILE Copy
> 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 polylsocya n u rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA
requirements of F.A.C. Rule 61G20-3 and.is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, LLC. d/b/a Trinity] ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 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 I of 26
40 �
'\�TRINITYJE . RD
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, referto Section 2.2.10.1.3 of FM Loss Prevention Data'Sheet.1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions
> HA (HA):
Full coverage at 25-30 lbs/square.
> Dow INSTA STIK Qulk Set Insulation Adhesive (D-IS):
Continuous 05 to 1-inch Wide ribbons, 12-inch o.c.
> Millennium One Step Foarnable 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; OlyBbnd Green may be used where OlyBond 500 is referenced
> OlyBond Classic (OB Classic):
Full coverage at I gal/square.
> ICP Adhesive & Sealants CR-20:
Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
> Note: When multiple layers(s) ofinsulation andlor coverboard are installed in ribbon -applied adhesive, adhesive ribbons shag be staggeredfrom layer -to -layer a distance cifone-hafthe ribbon spacing.
> Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulati I ons are fla . t stock or taper board of the minim . um thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values
be u . sed to 'increase"the MDP listings in the tables;:rather if MDP listing below meets'or exceeds that listed for a palrticularsystem - in the tables, then
the thinner board listed below may be used'as a drop -in fo - rthe
equivalent thicker material listed in the table:
> Millennium One Step Foarnable 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 OlyBoncl 500 (OB500):
MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GQ
> 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.�Anch thick ACFoam 11)
> ICP Adhesive & Sealants CR-20:
MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded pblyisocyan u rate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC
Chapter 1 . 6, 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 1-25_Q5nuary-2016).for_Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assd-mbly-shall-meetor-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 existinigdeckfr wV�iithdrawal Tr.,Nt. nr�.Aqualifiecl-clesign -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 ]A-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over st I ructural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Trinitil ERD Evaluation Report A42970.10. . 12-112 for FL1602 . 7-R2
Certificate of Authorization #9503 15�"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Page 2 of 26
��TRJNITYJERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: TRI-BUILT ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type.] I
(Base and Ply sheets, Asphalt -Applied)
HA at 20-40 lbs/square
Ply
FBC Approved ASTM D2178, Type IV or V1
SBS-AA
Cap Ply
TriBuilt SBS Granular
HA at 20-40 lbs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBuilt SA SBS Base .
jSBS, Self -Adhering)
Self -Adhering
Cap Ply
ViBuilt SA SBS Cap
APP-TA
Base Ply or Ply
Tr!Built APP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt 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 MDP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONS; STRUcTuPAL CONCRETE DECK, ADHERED INSULATION PER TABLE 3A
Option #
Primer
Vapor Barrier
insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CA-20, 12-Inch o.c.
-60.0
VB-2.
ASTIVI 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 D_
__Q41
TriBu It SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
1
-270.0
VB-5.
ASTM D41
TSelf-Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500.or CR-20,12-incho.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. "MDr =Maximurn Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to BC-1609-for-determ!
of design wind loads.
Exterior Research and Design, LI.C. d/b/a Trinity JERD Evaluation Report A42970.10.12-112 for FLIL0017-R2
Certificate of Authorization #9503 GP EDITION (2017) FBC NON-FIVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
��TRJNITY]_ERD
TABLE 1A-1: WOOD DECKS, — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
AnchorSheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
IVIDP
N o.'
(Note 11
Type
Fasteners'
Attach
Type
Attach
'Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Polygla'ss G2 Base,
'32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
Min.19/32-
CertainTeed'Glasbase,
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
SBS-AA,
W-1
inch plywood
Firestone MB Base, JM
tin caps with 11
three, equally
AStM C1289,
_HA
0.75-inch FescoBoard
HA
BP -AA
(Optional)
SBS-TA,
-60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type 11 polyiso-
(homogeneous) or min.
BP -AA
APP-TA
inch spans
Glass Base or
shank nails
staggered
cyanurate
0.5-inch Structodek
GAFGLAS#75
center rows
High Density Fiberboard
Roof Insulation
8-inch o.c. in 4-
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
(Optional)
Min. 19/32-
CertainTeed Glasbase,
inch diameter
inch o.c. in
Approved,
Min. 0.25-inch Dens
One or
SBS-SA,
W-2
inch plywood
Firestone MB Base, JM
tin caps with 11
three, equally
ASTM C1289,
-HA
Deck, Dens Deck Prime,
HA
SBS-SA
more SBS-
APP- SA,
-60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type 11 polyiso-
SECUROCK Gypsum-
SA or
SBS-TA or
inch spans
Glass Base or
shank nails
staggered
cyanurate
Fiber Roof Board
APP-TA
APP-TA
GAFGLAS #75
center rows
6-inch o.c. in 4-
M in. 2-inch
D-IS, OB500,
32 ga., 1-5/8-
inch lap and 6-
'
Min. 19/32-
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam 11, [1[,
CR-20 or M-
Min. 0.25-inch Dens
DAS,
SBS-AA,
W-3
inch plywood
or Polyglass
-tin I caps with 12
four, equa . Ily
H-Shield, H-
OSFAatop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS . -TA,
-60.0*
a t max. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield CG,
fastener
or SECU ROCK Gypsum-
CR-20 or
BP -AA
APP-TA
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-
_�;IyglassEl.st6hase—
32 ga., 1-5/8-
inch lap and 6-
ACFoam 11, 111,
CR-20 or M-
DAS,
(Optional)
SBS-SA,
inch plywood
Polyglass
—inch diameter
tin
inch o.c. in
equally
H-Shleld, H-
OSFA, atop
.(Optional) Additional
OB500,
One or
APP-SA,
W-4
at max. 24-
or
Elastobase Poly
caps with-1-2—
—four,
Shield CG,
fastener
layers of base insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60.0*
inch spans
ga. annular ring
sp.ceed�,�
—Multi-Max-E&3
rows, 7-inch
WOSFA
SA or
APP-TA
shank nails
staggered
or ENRGY-3
_0_C____
APP-TA
I I
center rows
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
. 6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
F
QOTRINITYIERD
TABLE1A-2: WOOD DECKS- NEW CONSTRUCTION, 4EROOF (TEAR�OFF) OR RECOVER
-SYSTEM TYPE A-2` MECHANICALLY ATTACHED ANCHOR, SHEET, BONDED INSULATION, BONDED ROOF -COVER
System
Deck
AnchorSheet
Base Insulation
Top Insulation
Roof Cover (Note 15)-
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 beck,
Mim 19/32-
Polyglass
OMG Flat
inch lap and 12-
(optional) FBC
Dens Deck Prime, SECUROCK
inch plywood
Elastobase or
Bottom Plates
inch o.c. in two;
Approved,
Gypsum-Flber Roof Board,
(Optional)
SBS-AA SBS-
W-5
at max. 24-
Polyglass
(square) with
equally spaced,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
BP -AA
TA, AW-TA
-60.0
inch spans
Elastobase
Roofgrip #12
staggered center
type 11 polyiso-
-
(homogeneous) or min. 0.5-
Poly
cyanurate
inch Struc.todek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch mc� in 4-
(Optional) FBC
(Optional)
Mim 19/32-
Elastobase or
OMG Flat
inch lap and 12-
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W-6
inch plywood
. .
Polyglass
Bottom Plates
inch o.c. in two,
. .
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBSL
SA, SK-TA
-60.0
at max. 24-
Elastobase.
(square) with
equally spaced,
type 11 polyiso-
Gypsum -Fiber Roof Board
SA or APP-
orAPP-TA
inch spans
Poly
Roqfgrip #12
staggered center
cyanurate
TA
rows
TABLE 1B: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEB: MECHANICALLY ATTACHED BASE INSULATION,' BONDED TOP INSULATION, BONDED ROOF COVER.'
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. 19/32-inch
Min. 1.5-Inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if
(optional if using
W-7
plywood at max. 24-inch
ENRGY.3, H-Shield
Dekfast #12 or TruFast
I per
2
(homogeneous) or min. 0.5-inch
HA
using AA Ply)
AA Base) One or
SBS-AA,.SBS-TA,,
-60.0
—spans
or Polyt.herm
MP-3 with TruFast DP
.1.33 ft
Structodek High Density Fiberboard
BP -AA
more BP -AA or
APP-T . A
RoofInsulation-
APP-TA
. Exterior Research and, design, LLt. d/b/a Trinit4l ERD Evaluation Report A42970:10.12-R2 for FL16017-R2
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017.
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systiems; (800) 516-1485 Appendix 1, Page 5 of26
_V�
'JERD
TPJNITY
TABLE 16 WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR-O I OF) OR RECOVE . R
SYSTEM TYPE C. MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
system
Base Insulation
Top Insulation Layer
Roof Cover (Note IS)
MOP
No.
Deck (Note 1)
Layer
(Psf)
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
Min. 19/32�inch
(Optional)
Min. O.S-inch,Siructocl6k High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
plywood at max.
one or more layers,
.
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
I per 1.33
-
using AA Ply)
Base) One or more BP -AA
SBS-AA, SBS-TA, APP-
TA
-82.5
.W-8
24-inch spans
any combination,
inch Dens Deck, Dens Deck Prime or
D dkfast #12 DP
ft2
BP -AA
or APP-TA
loose laid
SECUROCK Gypsum -Fiber Roof Board,
(Optional)
Dekfast Galvalume
W79
Min. 19/32-inch
plywood at max.
one or more layers,
Min, 1.5-inch ENRGY 3, H-Shield or
Steel Hexwith
Dekfast #12 DID or
I per 1.33
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
-82.5
24-inch spans
any combination,
Polytherm
TruFast MP-3.with
ft2
SBS -SA or APP-TA
TA or APP -TA
loose laid
TruFast DP
TABLE ID: WOOD DECKS — NEW CONSTRUCTION, REROPF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER'
'System
insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MOP
NO.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base.Ply
Cap Ply
(Psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-inch
Elastobase Poly, Polyglass G2 Base,
(�quare) with Roofgrip
12-inch o.c. in 4�inch lap and 12-
(Optional) One-
SBS-AA,
W-1 1 0
plywood at max.
one or more layers,
Prelim.
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in.two, equally spaced,
or more BPLAA
SBS-TA,
-52.5
?4-inch spans
any combination
Attached
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFG LAS #75
MP-3 with TruFast HD
Min. 19/32-inch
.
Dekfast Hex with Dekfast
12-inch o.c., in 4-inch lap and 12-
SBS-SA,
_W-11
plywood at max.
One or more layers,
Preli m.
Poly glass Elastobase or Polyglass
#14 or TruFast MP-3 with
inch o,.c..in'two, equally spaced,
One or more
APP-SA
-52.5*
-24-inctispans
any combination
Attached
Elastobase Poly with poly top surface
TruFast HD
staggered c enter rows
SBS-SA
SBS-TA or
I
APP-TA
Min. 19/32-inch
-On�;�
-Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-12
plywood at max.
any combination
Attac�_ed
-Elastobase 'Poly
(square) with Roofgrip #12
inch o.c. in two equally spaced, .
or more BP -AA
SBS-TA,
-60.0
24-inch spans
staggered center rows
or APP-TA
APP-,TA
Min. 19/32-Inch
. one or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom-Pla es
t�
12-i . nch o.c. . in4 -inch lap and 12-
One or more
SBS-SA,
APP-SA,
W-13
plywood at max.
any combination
Attache d
Eiastobase Poly with poly top surface
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
1 ____
-center
SBS-SA
SBS-TA.or
24-inch spans
staggered -rows
APP�TA
Exterior Research and, Design, Llt. d/b/a Trinity I ERD Evaluabion Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 d"EDITION (2017) FBC NON-HVHZ EVALPATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26
QTRINITYIEW
TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOFCOVER-
Systern�
Base Sheet
Roof Cover (Note 15)
IVIDP
No
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
W-14
Min. 15/32-1 - rich
plywood 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
or APP-TA
W-is
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
'Simplex MAXX 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
OrAPP-TA
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/&inch diametertin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. inthree,
SBS-AA, SBS-
-
W-16
plywpod at max.
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75.
APP-TA
Min. 19/32-inch
Polyglass Elastobase or P61yglass
32 6a., 1-5/8-inch, diameter tin caps
B.-Inch ci.c. in 4-inch lap and 8-inch o.c. in three,
(optional) One or
SBS-SA, APP-
W-17
plywood at max.
Elastobase Poly with poly top.surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more SBS-SA or
SA, SBS-TA or
-60;0
24-inch spans
APP-TA
APP-TA
W-18
Min; 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS4A
-90.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
4-inch o.c. in 4-inch lap and 4-inch o.c. in four,
(Optional)Oneor
SBS-M, APP-'
W-19
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails.
equally spaced, staggered center rows,
more SBS-SA or
SA, SBS-TA.or
-97.5
24-inch spans
APP-TA
APP-TA
W-20
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at2-inchlapand6-inch o.c.injhree,
(Optional) BP -AA or
SBS-AA, SB5-TA
-105.0
inch spans
equally spaced, staggered center rows
I A I PP -TA
orAPPTA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
5-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SBS-AA, SBS-
W-21
—plywood _at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-112.5
24-inch spans
APP-TA
Min. 19/32-inch
32 ga., 1-5/8-inch diameter tin caps
SBS-SA, A . PP -
plywood at max.
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SA, SBS�TA or
-112.5
.W-22
24-inch spans
Elastobase Poly with poly top surface
Note: Thn-caps-ar- to be primed with
De pr'mecw"n
equally spaced, staggered center rows
more APP-TA
APP-TA
ASTIVI D41 prim er.
6terlor Research and Design, I.I.t. d/b/a TrinitVIERD, Evaluation Report A429 . 70.10.12-112 for FL16027-RZ
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) S1&1485 Appendix 1, Page 7 of 26
TABLEIE-2t WOOD DECKS -NEW CONSTRUCTION, REROOF (TFAR_bFF) OR RECOVOR
SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MOP
No.
Deck (Note, 1)
Base : -
Fasteners,
Attach
Bas . e Ply
P PI
Ca y
(Psf)
Min. 19/32-inch
Polyglass E16slobase, Polyglass Elastobase
OMG Fla t Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
W-1
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
Roofgrip #14, Deld'ast Hex With Dekfast #14
o.c. in.two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
�4-inch spans
Glasbase, Firestone MB Base, JM Perma-
or TruFast MP-3 with TruFa.st HD
center rows
APP-TA
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS #75
Min' * 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
12-inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast "D
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5*
24-ifich spans
center rows
APP-TA
Min. 19/32-in r ch
Polyglass El8tobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS-AA, SiBS-
W-3
plywood at max.
Elastobase Poly
Roofgrip.#12
o.c. in two, eq Ually spaced, stagge . red
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
I
center rows
APP-TA
Min'. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square). with
1-2-inch o.c. in 4-inch lap and i2-inch
One or more SBS-
SBS-SA, APP-
plywood
Elastobase Poly with poly too surface
Roofgnp #12
o.c; in two; equally sppcOd, staggered
SA
SA, SBS-TA or
-60.0*
24-inch 5
center rows
APP-TA
TABLE 10: WOOD DECKS — NEW CONSTRUCTION OR REROOF [TEAR-�OFF)
SYSTEM TYPE F: N.ON-INSULATED, BONDED ROOF COVER.
System
Roof Cover(Note 15)
MDP
No.
Deck
Primer
(Psf)
Joint Treatment
Base Ply
Ply
Cap Ply
Min. 15/32-inch.plywood
(Optional) ASTM D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
_90'.0
at max. 2.4-inch spans
APP-TA
orAPP.TA
�-Min..15/32-inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips of TriBuilt SA
TriBuilt SA SBS Base
(Optional)'SBS-SA or
SBS-SA, APP-SA, SBS-TA
_97
at max. 24-i_nc1ispaqs__J_
SBS Base, rolled into place to create continuous bond.
APP-TA
orAPP-TA
Exterior Research and Design, ULC. d/b/a Trinity I EIRD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166.
e EDITION (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 8 of 26
JERD
OTRJ N I Ty
TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, RtROOF (TEAA-00F) OR RECOVER
SYSTEM TYPE B: ME . CHANICALIV ATTACHED BASE INSULATION, BONDED TOP -INSULATION, BONDED R . OOFCOVER
System'
Base Insulation Layer
Top Insulation Layer -
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Oasteners
Attach
Type
Attach
Base Ply
Ply,
Cap Ply
(Psf)
Min. . 22 . ga., type B,
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
Grade 33 steel or
ACFoarn 11, ENRGY
Dekfast #14, Trufast
MP-3 with Trufast HD or
I 2 ft2
thomogeneous)-or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, ' SBS-
-45.0*
SC-1. -
min. 2,500 psi
3, H-Shield or
per
Structodek High Density,
AA Plyj BP -AA
BP_
more AA or
TA, APP-TA
structrual concrete
Polytherm
OMG 3-inch GaIv Plate
Fiberboard Roof I nsulation
APP-TA
with dMD HD
Min. 22 ga., type B,
Min. 2-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
Grade 33 steel or,
ACFoam 11, ENRGY
Dekfast.#14, Trufast
M P-3 with Trufast H. D or
I 4 ft2
thomogeneous).or min. 0.5-inch
HA
(Optional if using
I
AA Base) One or
SBS-AA, SBS-
-45.0*
SC-2.
min 2,500 psi
3, H-Shield or
per
.
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete.
Polytherm
OMG 3-inch Gaiv Plate
Fiberboard Roof insulation
APP-TA
withOMDHD
Min.'22 ga., type B,
Min. 1.5rinch
Dekfast Hex with
Min. 0.75-inch Fe'scoBoard
(Optional if Using
.
Grade 33 steel or
.
.
1 Oer'l.33
thorbogeneous)'or rnin.'0,5-inch
HA
(Optional if using
AA Base) One or
SBS-A A SBS-
1
SC-'3.
min. 2,50.0 psi
ENR GY 3, H-Shleld
Dekfast #14 o r TruFast
ft2
Structodek High Density .
AA Ply) BP�AA
more BP -AA or
TA, APP-TA
-90.0
structrual concrete
or Polytherm .
MP-3 with TruFast HD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Min, 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
BP -AA (Top surface:
One or more
SBS-SA, APP-
SC-4.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast 014 or TruFast
I per 133.
-
(homogeneous) or min. 0.5-inch
HA
primed with ASTM
layers, SBS-SA or
SA, SBS-TA
-90.0
min. 2,500 psi
or Polytherm
MP-3 with TruFast HD
ft2
Structodek'High Density
D41 primer)
APP-TA
or APP-TA
structrual concrete
Fiberboard.Roof Insulation
% "TABLE 2B: STE EL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR�-OFF) OR RECOVER
SYSTEM -TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
-Sys'em-
Base Insulation
top insulation Layer
Roof Cover (Note 15)
MDP
No.
�Dq.k (Note: 1)
Layer
(Psf)
-7
Type
Fait6ners
Attach
Base Ply
Fly
Cap Ply
Min. 22 ga., type B,
(Optional) -One or
(Optional if
(Optional if using AA
SC-5.
Grade 33 steel or
more layers, any
-Min-.O.5-inch SECU ROCK Gypsum-
OMG 3-inch Galvalume Steel
I per 1.78
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-
-75.0
min. 2,500 psi
combination, loose
Fiber Roof Board-------__
Plate.ithOMG#14HD
ft2
BP -AA
AAo�APP-TA
TA, APP-TA
structrual concrete
laid
Min. 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
SC-6.
Grade 33 steel or
any combination,
insulation or min. 0.25-inch Dens
Dekfast #12 (steel only) or #14 or
I per 1.33
using AA Ply)
-Base)-Orte or more BP-
SBS-AA, SBS-
-82.5
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DID
fe
BP -AA
AAorAPP-TA
TA, 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,-SBS-
Grad e 33 steel or
One or more layers,
Min. 1.5-inch ENR I Gy 3, H-Shield
Dekfast #12 (steel only) or #14 or
I per'l.33
(Optional) one or more
TA, SBS-SA,
SC-7.
min. 2,560 psi
any combination,
or Polytherm
TruFast MP-3 with TruFast DP
ft2
SBS-SA
SBS-SA or APP-TA
APP-TA, APP-
-82.5
structrual concrete
loose laid
(steel.only) or HD.
SA -
Exterior Research and design, LI.C. d/b/a Trinityl ERD Evaluation Report A42970A0.12-R2 for FL16027-R2
Certificate of Authorization #9503 e"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by:, Robert Nieminen, PE-59166 TRI-RUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 9 of 26
P
TRINJTY�ERD
TABLE 2C: STEEL OR STRUCTURAL CONCRETE DECKS — NEW CONSTRUCTION, REROOF [TEAR-0F:F) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOTE:. INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS
Syste M
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
[Psf)
Type
Attach
Base.
Fasteners
Attach
Base, Ply
Cap Ply
Min. 22 ga., type B, ,
.
One or 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.
laye . rs, any
Prelim.
Hastobase Poly or JM Perma-
with Roofgrip #14, Dekfast Hex
a . nd 18-inch o.c. in two,
more BP -AA or APP-
SaS-AA, SBS-
-45.0*
2,500. psi structrual
Attached
With Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA, APP-TA
concrete
combination
Ply 28
with TruFast HD
center rows
TA
Poly&ss Elastobase, Polyglass.
Min. 22 ga., type B,
I
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, any
Prelim.
Base, dertainTeed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-52.5
2,500 Psi structrual
Attached.
Firestone MB Base, JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA
TA, APP-TA
concrete
combination
Ply 28, Tamko Glass Base or
with TruFast HD
center rows
GAFGLAS#75
Min. 22 ga., type B,
One, or more
Polyglass Elastobase or
OMG Fiat Bottom Plates (square)
-
12-inch o.c. in 4-inch lap
SBS-SA, A . PP -
k-10.
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*
2,50b psi structrual
combination
Attached'
Poly top surface
with Dekdast #14 or TruFast MP-3
equally spaced, staggered
or APP-TA
concrete
...
with TruF6st HD
center rows
Min., 22 ga., type B,
One or more
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
(Optional) One or
Grade 33 steel or min.
layers, any
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
combination
Attach . ed
Polyglass Elistobase Poly
#14
equally spaced, staggered
TA
TA, APP-TA
concrete
.
center rows
Min. �2 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.cJn 4-inch lap.
SBS-SA, APP-
SC-12.
Grade 33 steel or min.
layers, any
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*
2,500 psi structrual
combination
Attached
Poly top surface
#14
equally spaced, staggered
or APP-TA
concrete
center rows
Min. 22 g—a—,-tyPe-B,_
.
SC-13.
Grade 80 steel or min.
—On_e or mo re
layers, any
Prelim.
kAached—
TriBuilt APP Smooth
Dekfast isofast IF-2.375-AT Plates
12-inch o.c. in the 5-inch
(Optional) APP-TA
SBS-TA, APP-
-82.5
2,500 psi structrual
combination
with Dekfast #15 HS
wide, heat -welded side ]a . p
TA
concrete
Min. 22 ga., type B,
One or more
SC-14.
Grade 80 steel or min.
layers, an y
Prelim.
TriBuilt APP Smooth
Trufa 4 �in. arbed-Seam
�
12-inch o.c. in the 6-inch
—wide,
(Optional) APP-TA
SBS-TA, APP-
-82.5
2,500 psi structrual
Attached
Plates with Trufast EHD F�steners
-beat-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. ,
Grade 33 steel or min.
layers, any'
Prelim.
TriBuilt APP Smooth
OMG Flat Bottom Plates with
lapanc118-incho.c.intwo,
.(Optional) BP -AA or
--112.5
2,500 psi st;uctrual
combination
Attached
OMG Roofgrip #14
equally spaced, staggered
APP-TA
TA, APP-TA
concrete
F center rows
Exterior Research and Design, LLC. d/b/a Trinity, ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6'"EDITION (2017) FBC NON-HVHZ EVAWATION
TRI-BUILT Modified, Bitumen Roof Systems; (800) S16-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 10 of 26
TRINITY JERD
TABLE 3A: STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS'
Syst . em
Base Insulation Layer.
Top Insulation Layer
Roof Cover (Note IS)
MOP
No.
Deck
Prinner.
Type Attach
Type Attach
Base Ply. Ply Cap Ply
(Psf)
-.SELF-.ADHERING SYSTEI�S WITH BASE'INSbLATION ANDbPTiONALTOP INS'ULATION OF THE SAME -TYPE:
Structural
(Optional)-]
x
Min. 1.5-inch H-Shield or'Multi-Ma.
(Optional) additional layers(s) of
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-67.5
C-1
concrete
ASTM D41
FA3
D-IS
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional)
.
(Optional) additional layers(s) of
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-135.0
C-2
concrete
ASTM D41
Min. 1.5 -inch ACFoam 11 or ENRGY 3
D-IS
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
C-3
Structural -
None
Min. 1.5-inch, min. 1.5 pcf Insulfoarn
D-IS
(Optional) additional layers of base
D-IS
SBS-SA
(Optional) One.or more
SBS-SA, APP-SA,
-157.5
concrete
insulation
SI3S-SA or APP-TA
SBS-TA or APP-TA
C-4
Structural
None
Min. 1.5-inch, min. 2.0 pcf Insulfoarn
OB500
(Optional) additional layers of base
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-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
concrete
None,
Min. 1.5-inch ENRGY3
OB500
base insulation
OB500
SBS-SA
SBSSA or APP-TA
S,BS-TA or APP-TA
-127.5
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
-150.0
C-6
concrete
None
Min. 1.5. inch ACF.oam 11 or H I -Shield
OB500
base insulation
0135.00
SBS-SA
SBS-SA or APP-TA
SBS-TAorAPP-TA
Structural
Min. 1.5-inch ACFoam 11, ENRGY j, H-
(Optional) additional layers(s) of
M-OSFA
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-232.5
C-7
concrete
None
Shield or Multi -Max FA3
M-.0SFA
base insulation
SBS-SA or AP P-TA
SM-TA or APP-TA
C-8
Structural
. I
None
min. 1.5-inch, min. 2.0 pcf lnsulfoam
CR-20
(Optional) additional layers of base
CR-2 0
SBS-SA
(Optional) One or more
S.BS-SA, APP-SA,
-
-240.0
concrete
insulation
1
SBS -SA or APP-TA
SBS-TA or APP-TA
-
Structural
Min. 1.5-inch ACFoam 11, ACFoam III,
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-9
concrete
None.
ENRGY �, H-Shield, H-Shield CG, Multi-
CR-20
base insulation
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-270.0
Max FA3 or ISO 95+ GL
C-10
__�t_r_uctural-
_None-�
Min. 2-Inch ACFoam 11 or H-Shield
OB
classic
(Optional) additional layers(s) of
OB
Classic
SBs-sA
(Optional) One or more
SBS-SA, APP-SA,
-27.0.0
concrete
(FULL)
base insulation
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 1.5-inch ACFoam 11, ACFoam-111,
(Optional) additional layers(s) of
(Optional) One'or more
SBS-SA, APP-SA,
C711
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
base insulation
HA
SBS-S I A
SBS-SA or APP-TA
SBS-TA or APP- TA
-480.0
Multi -Mix FA3
s WITH BASE INSULATION 7
.SELF -ADHERING SYSTEM AND COViRBOARD:
C-12
Structural
None
Min. 1.5-inch Multi -Max FA3
D-IS
Min. 0.25-inch SECUROCK Gypsum-
D-IS
SBS_SA
(Optional) One or more
SBS-SA, APP-SA,
-67.5
concrete
Fiber Roof Board
SBS-SA-or-APP�JA
SBS -TA or APP-TA
Structural
Min. 0.25-Inch Dens Deck, Dens
(Optional) One or more
_S13S�SA,-APP-SA,
C-13
None
Min. 1.5-inch, min. 2.0 pcf Insulfoarn
I
D-IS
D-IS
SBS-SA
SBS-SA AP.P-TA
�A�P�
SBS-TA or A
-120.0
concrete
-
Deck Prime
or
Structural
min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-inch SECU ROCK G.ypsum-
DAS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-2.47.5
C714
concrete
None
Shield
DAS
Fiber Roof Boardr
SBS-SA or APP- . TA
SBS-TA or APP-TA
C-15
Stru . ctural
None
Min. 1.5-inch ENRGY 3
OB500
Min. 6.25-inch Dens.Deck, Dens.
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
127.5
concrete
Deck Prime
SBS-SA or APP-TA
SBS
Exterior Research and Design, LLC d/b/a TrinityJERD Evaluation Report A42970.10.12-112 for FL16017-R2
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVAIXIATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-5.9166 TRI-BUILT Modified Bitumen Roof Sysitiams;.(800) 516-1485 Appendix 1, Page 11 of 26
_)0
jER
TRINITY D
'TABLE 3A: SfRucrURAL CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TFAR-:OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
system
Deck
Primer
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(PSq
C-16
Structural
None
Min. 1.5-inch ACFoam 11, H-Shield or
OB500
Min.*0.25-inch Dens beck, Dens.
(Optional) One or more
SBS-SA, APP-SA,
concrete
ISO 95+GL
Deck Prime
OB500.
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-150.0
C-17
Structural
None
Min. 2-inch ACFoam 11, ENRGY-3.or H-
OBSOO
Min. 0.25-1 1 rich SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
concrete
Shield
Fiber Roof Board
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
C-.18
Structural
None
Min. 1.57inch ACFoam 11, ENRGY 3, H-
M-OSFA
Min. 0.25-inch SECU ROCK Gypsum-
(Optional) One or more
SBS-SA, APP-S.A,
concrete
Shield or Multi -Max FA3
Fiber Roof Board
M'OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TAorAPP-TA
-232.5
C-19
Structural
None
Min. 2-inch ACFoam 11, ENRGY-3 or H-
M-OSFA
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
concrete
Shield
Fiber Roof Board
M_OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP , TA
-247.5
C-20
Structural
None
Min. 1.5-inch, min. 2.6 pcf Insulfoarn
CR-20
Min. 0.25-inch Dens Deck, Dens '
CR-20
SBS-S'A
(Optional) One or more
SBS7SA, APP-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
C-21
Structural
None
FA-3, min. 1.3-inch ACFoam III or min.
CR-20
Min. 0.25-inch SECUROCK Gypsum-
(Optional) one or more
SBS-SA, APP-SA,
concrete
1.0-inch ISO 95+GL, H-Shleld, H-Shield
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-240.0
CG or ENRGY 3
C-22
Structural
None
Min. 2-inch ACFoam 11, ENRGY-3 or H-
CR-20
Min. 0.25-inch SECUROCK Gypsu m-
(Optional) One or more
SBS-SA, APP-SA,
concrete
I Shield
.
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
C 23
Structural
None
Min. 2 -inch ACFoam II or H-Shield
OB
Classic
.Min. 0.25-inch SECUROCK Gypsum-
OB
Classic
SBS-SA
(0 . ptional) One or mor I e
SBS-SA, APP-SA
concrete
(FULL)
Fiber Roof Board
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-
-350.0
Structural
Min. 1.5-inch ACFoam 11, ACFoam III,
-C-24
ASTM D41
ENRGY3 , H-Shleld, H7ShleId CG or.
HA
Min. 0.25-inch SECUROCK Gypsum-
HA
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
C onc!ete
. .
Multi-M.x FA3
Fiber Roof Board
SBS-SA or APP-TA
SBS-T'A or APP-TA
-350.0
ASPHALT AND/CIR TORCH APPLIED SY-STEMS:
C-25
Structural
None
Min. 2-inch ACFoam 11 or H-S -,eld---
D-IS
Min. 0.25-inch SECUROCK Gypsum-.
D-IS
BP -AA
(Optional) One or more
SBS-AA
concrete
___
Fiber Roof Board
BP -AA
-225.0
C-26
Structural
None
Min. 2-in'ch Affoam 11 or H-Shield
D-IS
Mlr�. _02S-InchSECU_ROCK Gyps
D-IS
APP-TA
(Optional) One or more
APP-TA
concrete
Fiber Roof Board
APP-TA
-232.5
C-27
Structural
None
Min. 2-inch ACFoam 11 or H-Shield
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
BP --AA--
(Optional) One or more
_�
SBS-AA
concrete
Fiber Roof Board
BP -AA-----_
-225.0
C-28
Structural
None
Min..2-inch ACFoam 11 or H-Shield
OB500
Min. 0.25-inch SECUROCK Gypsum-
OBSOO
APP-TA
(Optional) one or more
APP-TA
concrete
Fiber Roof Board
APP-TA
-232.5
C-29
Structural
-
None
Min. 2�inch ACFoam 11 or H-Shield
M-OSFA,
Min. 0.25-inch SECUROCK Gypsum-
. .
M_OSFA
BP -AA
(Optional) One or more
SBS-AA
con crete
Fiber Roof Board
BP -AA
-225.0
C-30
Structural
None
Min. 2rinch ACFoam 11 or . H-Shield
M-OSFA
Min. 0.25-inch SECUROCK Gypsum-
M-OSFA
APP-TA
(Optio . nal) One or more
APP-TA
concrete
Fiber Roof Board
APP-TA
-232.5
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Evaluation Report A42§70.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 EDITION (2017).FBC NON-HVHZ. EVALUATION Revision. 2: 09/25/2017
Prepared by: Robert Nierninen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800)'516-1485 Appendix 1, Page 12 of 26
\,/T'RINITYIER'D
TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
System
D . eck
P rim . er
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psq
Min. 1.5�inch Ultra -Max or Multi -Max
C-31
Structura I
None
FA-3, min. 1.3-inch ACFoam III or min.
CR-20
M I in. 0.25-Inch SECUROC . K Gypsum-
(Optional) One or more
concrete
1.0-inch ISO 95+GL, H-Shield, H-Shield
FiberRoofBoard
CR-20
BP -AA
BP -AA
SBS-AA
-225.0
CG or ENRGY 3
Min. 1.�-inch Ultra -Max or Multi -Max
C-32
Structural
None
FA-3, min. 1.3-inch.ACFoam III or min.
CR-20
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
concrete
1.0-inch ISO 95+GL, H-Shield, H-Shield
Fiber Roof board
CR-20
APP-TA
APP-TA
A PP -TA
-232.5
CG or ENRGY 3
C-33
Structural
None
(Optional) Min. 2-inch ACFoam 11 or H-
OB
Classic
Min.9.257inch SECUROCK Gypsum-
OB
Classic
(Optional) One'or more
concrete
Shield
Fiber Roof Board
BP -AA
B . P-AA.
SBS-AA
-225.0
(FULL)
(FULL)
C-34
Structural
None
(Optional) Min. 2-inch ACFoarn 11 or H-.
OB
Classic
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
concrete,
Shield
Fiber Roof Board
Classic
APP-TA
APP-TA
APP-TA
-232.5
[FU LL)
(FULL)
C-35
Structural
ASTM D41
Min. 1.5�inch ACFoam ll,,ACFoam I[[,
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch SECUROCK Gypsum-
HA
(Optional) One or more
concrete
Multi -Max FA3
Fiber Roof Board
BP -AA
BP -AA
SBS-AA
-225.0
C-36
Structural
ASTM D41
Min. 1.5-Inch ACFoam 11, ACFoarn III,
ENRGY 3, H-Shield, H-Shield CG or
HA
'Min. 0.25-inch SECUROCK Gypsum-
HA
APP-TA
(Optional) One or more
concrete
Multi -Max FA3
Fiber'Roof Board.
APP-TA
APP-TA
-232.5
(Optional if
C-37
Structural
ASTM D41
Min. 0.75-inch FescoBoard
HA
None
N/A
Us! ng AA Ply)
(Optional if using AA
Base) One or more BP-
SBS-AA, SBS-TA,
(homogeneous)
One or more
APP-TA
-277.5
BP -AA
AA or APP-TA
Structural
Min. 1.5-Inch ACF�; �IIACF6a. lll,�
(Optional if
(Optional if using AA
.
C-38
concrete
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
Multi -Max FA3
One or more
AA or APP-TA
APP-TA
.
I
BP -AA
.
-(Optional-lif
C-39
Structural
ASTM D41
Min. 0 5-inch Structodek High Density
HA
None
N/A
using AA Ply)
-(Optional if using AA
Base) One or-more-BP�_
SBS-AA, SBS-TA,
concrete
Fiberboard Roof Insulation
One or more
-APP�_TA
-285.0
BP -AA
AA or APPmTA
St�uctura I
Min. 1.5-inch ACFoam 11, ACFoam 111,
Min. 0.5-inch Structodek High
(Optional if
using AA Ply),
(Optional if using AA
SBS-AA, SBS-TA,
C-40
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Density Fiberboard Roof Insulation
HA
One or more
Base) One or more BP-
APP-TA
-480.0
Multi -Max FA3
AA or APP-TA
BP -AA
Exterior Research and Design, ULC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
6'"EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Syste ms; (800) 516-1485
Evaluation Report A42970.10.12-132 for F1.16017-112.
: Revision 2:09/25/2017
Appendix 1, Page 13 of 26
��TRINITYJER*D
"TABLE3A:STRUCTURAL CONCRETE DECKS �- NEW CONSTRUCTION OR REROOF (TEAR -OFF).
-SYSTEM TYPE A-1: 96NDED INSULATION, BONDED ROOF COVER
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
System
Deck
Primer-
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Structural
Min. 1.57inch ACFoam 11, ACFoarn 111,
(Optional if
(Optional if using AA
C-41
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-Inch Dens Deck Prime
HA
using AA Ply)
.
Base) One or more BP-
SBS-AA, SBS-TA,
_480.0
Multi -Max FA3
One or r nore
AA or APP-TA
APP-TA
BP -AA
C-42
Structural
ASTM D41
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
(Optional if
using AA Ply)
(Optional.if using AA
Base) One or.moreB P
SBS-AA, SBS-TA,
510.0
concrete
One or more
APP-TA
BP -AA
AAorAPP-TA.
TABLE 3B: STRUCTURAL CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)'
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
System No.
C-43
Deck
Structural concrete
Primer
ASTM D41
RoofCover (Note 15)
MDP
(Psf)
-315.0
Base Ply
SBS-SA
Ply
(Optional) SBS-SA or APP-TA
Cap Ply
SBS-SA, APP-SA, SBS-TA or APP-TA
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
�Q25
Exterior . Research and Design, I.I.C. d/b/aTrinity ERD
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALPATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Syste . ms; (800) 516-148S
Evaluation Report A42970.10.12-112 for F11607-R2
Revision 2: 09/25/2017
Appendix 1, Page 14 of 26
76SH
\4TRINITYIERD
TABLE 4A: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Deck
Lightweight
Base Insulation Layer
Coverboard
T: Roof Cover (Note 15)
M P
No.
Note 1
Concrete (Note 14)
1PSf)
Type Attach
Type Attach
Base Ply Ply Can Ply
$ELF-AD1JERING,SiSiEMS WITH BASi.INSULATiON AND'6PTION4L Top INS6LATION'OF THE SAME TYPE:
LWC_1
Structural
Min. 20b psi, min 2-
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
(Optional) Additional
OB500
SBS-SA
(Optional) One or
SBS-SA, APP-
120.0
concrete
inch Elastizell
layers of base insulation
more SBS-SA
SA
LWC-2
Structural .
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95+ GL
(Optional) Additional
(Optional) One or
SBS-SA, APP-
concrete
inch Elastizell
or H-Shield
OB500
layers of base insulation
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
LWC-3
Structural
Min. 200 psi, min.
Min. 2.0 pcf Insulfoam
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA, APP-
concrete
2-inch Elastizell
layers of base insulation
more SBS-SA
SA
_180.0
Struct ural
Min. 200 psi, min.
Min. 1.5-Inch ACFoam 11, ACFoam IH, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-4
I
concrete
2-inch Elastizell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3
APP-TA
or APPmTA
LWC-5
Structural
Min. 200 psi, min.
2-inch Celcore or
Min. 2.0 pcf Insulfoarn
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA, APP-
concrete
Mearicrete
layers of base insulation
more SBS-SA
SA
222.5
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-6
concrete
I
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
I
CR-20
layers of base insulation
CR-20
I
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearlcrete
. . .
FA3
-
APP-TA
or APP-TA
SELF.-ADHERING'SYSTEMS WITH BASE INSULATION AND COVERBOARD:
Structural Min. 200. psi, min 2- Min. 0.25-inch SECUROCK (Optional) one or SBS-S4'4PP-
LWC-7 Min. 1.5-inch, min. 2.0 pd insulfoam OB500 OBSOO SBS-SA more SBS-SA or SA, SBS-TA -120.0
concrete inch Elastizell Gypsum -Fiber Roof Board
APP-TA or APP-TA
LWC-8
Structural
Min. 200 psi, min 2-
Min. 1.56inch ACFoam 11, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECU ROCK
(Optional) One or
SBS-SA, APP-
concrete—
-inch Elastizell
or H-Shield
OB500
Gypsu m- Fi ber Roof Boa rd
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
—
APP-TA
or APP-TA
Structural
-
Min. 200 psi, min.
— - - -inch
Mih. 1.5 -ACFoam 11, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
.
(Optional) One or
SBS-SA, APP-
LWC-9
concrete
2Anch Elastizell
ISO 95+ GL, H-Shield,-HzShield-CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3 or min. 2.0 pcf Insulfoarn
.
APP-TA
orAPP-TA
structural
Min. 200 psi, min.
Min. 1.5-incliACFoam 11, ACFoam III, ENRGY 3,
(Optional) One or
SBS-SA, APP-
LWC-10
concrete
2-inch, Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Min. 0.25-in h-SECUROCK
-_
C!17.�
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearicrete
FA3 or min. 2.0 pcf Insulfoam
Gypsum -Fib rRoofBoard
APP-TA
or APP-TA
ASPHALT AN D/ORTOACHAPPUEDSYSTEMS:
LWC_11
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam 11, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECUROCK
BP -AA
(Optional) One or
SBS-AA, SBS-
concrete
inch Elastizell
or H-Shleld
OBSOO
Gypsum -Fiber Roof Board
OB500
APP-T�
more BP -AA or APP-
TA, APP-TA
225.0
TA
LWC-12
Structural
Min.'200 psi, min.
Min. 1.5-inc6 ACFoam 11, ACFoam III, ENRGY 3,
Mi n. 0.25-inch SECUROCK
BP -AA,
(Optional) one or
SBS-AA, SBS-
concrete
2-inc h Elastiz ell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum-Flber Roof Board
CR-20
APP-TA
more BP -AA or APP-
TA, APP-TA
180.0
FA3 or min. 2.0 pcf Insulfoarn
TA
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 15 of 26
r
TRINIT
Y ERD
TABLE4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
IVIDP
No.
(Note 1)
Concrete . (Note 14)
Type
Attach
Type
A ach
Base Ply
Ply
Cap Ply
(Psf)
Stru . ctural
Min. 200 psi, min.
Min. 1.5-inch ACFo.am 11, ACF I cam III, ENRGY 3,
Min. 0.25-inch'SECU ROCK
BP -AA,
(optional) One or
SBS-AA, SBS-
LWC-13
concrete
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR_20
APP-TA
more BP -AA or APP-
TA, APP-TA
-222.5
Mearlcrete'
FA3 ormin. 2.0 pcfInsulfoarn
.
TA
TABLE413: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Lightweight
AnchorSheet
Base Insulation'
Top Insulation
R . oof Cover (NoteAS)
No.
(Note 1)
Concrete
jNote �4)
MbP
(Psf)
Type
Fasteners
Attach
Type
Attach
Type,
Attach
Base Ply
.
Ply
:
Cap Ply
Min. 1.5-inch
Min. 22 ga.,
7-inch o.c. at
(Optional) Min.
Therma roof Composit I e, .
(optional if
Type B,
Min. 300 psi
.4-inch lap and
1.5-inc.h
Polytherm Composite or
(Optional if
using AA Base),
LWC-14
vented steel
Approved
�GAFGLAS
OMG CR
7-inch o.c. in
ACFoam 11, H
�HA
min. 0.5-inch Structodek
HA
using AA Ply)
One or more
SBS-AA,SBS-
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
BP -AA
BP -AA or APP-.
TA, AP�-TA
spans
spaced tenter
Max FA3 or
Roof Insulation or min.,
rows
Polytherm
0.75-inch FescoBoard
TA
(homogeneous)
Min. 22 ga.,
7-inch o.c. at
.
Min. 1.5-inch
Type B,
Min.300psi
GAFGLAS
OMG CIR
4-inch lap and
7-Inch o.c. in
ACFoam 11, H-
(optional) one
SBS-SA, APP-
LWC-15
vented steel
Approved
#75'
BSF
two, equally
Shield;Multi-
HA
None
N/A
SBS-SA,
or more SBS-SA
'SA,,SBS-TA
-4510
at - max. 5 ft
—spans
cellular LWC
spaced center
Max FA3 or
orAPP-TA
orAPP-TA
Polytherm
rows
Exterior Research and Design, U.C. d/b/ii Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 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 16 of 26
\\ �TRINITY I ERD
TABLE4C: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet (Note A below)
Roof Cover (Note 15)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(PS9
'GENERIC' CELLULAR LIGHTWEIGHT INSULATING CONCRETE:
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 BPF Shall 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 of53 lbf when
field of the sheet
BP -AA
TA
tested per TAS 105 orANS11SPR1 FX-1
CELCORE CELLULAR LtGKrWEIGHT INSULATING CONCRETE:
Min. 0.0179-inch
Tensilform S-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 Tensilform
Min. 200 psi, min. 2-inch thick Celcore
B1, B2, 133 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
LWC-18
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Celcore
BI through B12
two, equally spaced, staggered rows in the
more
SBS-AA
-45.0
structural concrete
OMG CR BPF
field of the sheet
1313-AA
Min. 26 ga., type HF
Bl,, 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, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
or structural concrete
or B12
field ofthe sheet
BP -AA
Min. 22 ga., type B steel
B1, B2, BJ1, 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, B8, 1310, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP -AA
Min. 22 ga., type B steel
B1, B2, 133, B4,
9-inch o.c. in a 3-inch lap,and 9-inch o.c. in
LWC-21
at max 6-ft-spans-dr
Min. 225 psi, min. 2-inch thick Celcore MF
B7,B8,B10,B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP -AA
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
LWC-22
at max 5 ft spans or
Min. 225 psi, mi F-
-B1,6r 132
two, equally spaced, staggered rows in the
BP7AA o . r APP-
SBS-AA, SEIS-
-45.0
structural concrete
Nall
field of the sheet
TA
TA or APP-TA
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 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
film top surface)
Nail
two, equal [�spaceclstaggered 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
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
B2
Trufast. FM-90
8-inch o.c. in a 4-inch lap and 8-inch o.c. in
BP-AAorAPP-
-SBS-AA,.SBS-
60.0
structural concrete
three equally spaced, staggered center rows
TA
TA or APP-TA
Min. 22 ga., type B steel
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
B2 (with poly-
Trufast FM-90
8-inch o.c. in a 4-inch lap and 8-inch o.c. in
One or I more
SBS-SA
SBS-SA, APP-
structura I concrete
film top Sur face)
three equally spaced, staggered center rows
or
SA, SBS-TA
-60.0
.
APP-TA
or APP-TA
Exterior Research and Design,. I.I.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
C"EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.16017-112
Revision 2: 09/25/2017
Appendix 1, Page 17 of 26
1W
I �qN
\]TRINITYIERD
TABLE4C: LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet (Note A below)
Roof Cover (Note IS)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(NoteA)
Fasteners
Attach
Base Ply
Cap Ply
(pso
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
B1 through B12
two, equally spaced, staggered rows in the
SBS-AA
-75.0
I structural concrete—
OMG CR BPF
field of the sheet
BP -AA
Min. 22 ga., type B steel
LWt-27
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
Polyglass
Trufast FM-2160
10-inch o.c. in a 4-inch lap and 10-inch o.c. in
(Optional) 1313-
SBS-AA, SBS-
-90.0
structural concrete
Elastobase Po y
three equally spaced, staggered center rows
AA or APP-TA
TA, APP-TA
ELASTIZELL CELLULAR UGHTwiIGHTINSULATING CONCRETE:
Min. 0.0179-inch
LWC-28
Tensilformi S-75 or min.
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90cir
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-AA, SBS-
75'at max. 5 ft spans or
Range 11
B1 through B12
OMG CR BPF
in two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-30.0
field of the sheet
TA
structural concrete
Min. 0.0179-inch
Tensilform S-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-5A, APP-
LWC-29
0.0205-inch Tensilform
Range 11
film top surface)
OMG CR BPF
in two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-30.0
75 at max. 5 ft spans or
field of the sheet
APP-TA
or APP-TA
structural concrete
L\IVC-30
Min. 22 ga., type B steel
at max. 5 ft spans or
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-
structural concrete
Range 11
1311 through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-45.0
field of the sheet
TA
-WCm31—
Min. 22 ga., type B steel
at max'5 ft spans.or
Min. 200 psi, min. 2-Inch thick Elastizell
132 (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-
st-ructural-ccincrete
Range 11
film too surface)
OMG CR BPF
t wo, equally spaced, staggered rows in the
S135-SA or
SA, SBS-TA
-45.0
-_
.
I field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
- Min-350 psi, min. 2-inch thick Elastizell
with Z�ll-Lre-te-Fibers,-supple-mentally
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
attached with Roofg - 1 and_3_
rip #2 _i rich,
B2
Nails (min. 1.8-
three, equally spaced, staggered rows in the
One or more
TA, SBS-SA,
-60.0
structural concrete
plates at 1 per 8 ft2
inch)
field of the sheet
BP -AA
APP-TA or
APP-SA
Min. 22 ga., type B steel
Min. 350 psi, min. 2-inch thick Elastizell
with Zell -Crete Fibers, supple -mentally
B2 (with poly-
Trufa;�TwinLoc
-6-ins;l c- in a 4-inch lap and 6-inch o.c. in
SBS-SA, APP-
LWC-33
at max 5 ft spans or
attached with Roofgrip #21 and 3-inch
film top surface)
Nails (min. 1.8-
three, equally spaced, staggered rows in the
SBS-SA or
APP-TA
SA, SBS-TA
-60,0
structura I concrete
plates at I per 8 ft2
inch)
field of the sheet
or APP-TA
M.EARLcRETE CEULUL,AR LIGHTWEIGHT INSULATING CoNcRETE:
in. 24 ga., type B steel
'C-34 ;Inch
Trufast FM-90
7.5-inch o.c. in a 3-inch lap and 10-inch C.
0
Lwr x
na 5 ft Spa ns or
a max5ftspans r Min. 200 psi, min. 2 thick Mearlcrete
BI through B12
or
in two, equally spaced, staggered rows in the
t Te
0
C ne
Me or more
SBS-AA
-30.0
s 'c t
tructural concre e
OMG CR BPF
field of the sheet
P
BP -AA
B AZ
Exterior Research and Design, LLC. d/b/a-TrinitY I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
C"EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.16027-112
Revision 2:09/25/2017
Appendix 1, Page 18 of 26
TPRJNITY ERD
TABLE 4C: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRuCTJON oR REROOF (TEAR -OFF)
SYSTEM TYPE E: MECHANICALLY -ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet, (Note A below)
Roof. Cover (Note 1S)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga., type B steel
Trufast FM-90
-7-inch. o.c. in a 4-inch lap and 7-inch o.c. in
One or more
LWC-35
at max 5 ft spans or
Min. 30b psi, min. 2-inch thick Mearlc'rete
'B1,B2 or B12
or
t . wo, equally spaced, staggered rows in the
BP -AA or APP-
SBS-AA, SBS-
-45.0
tru
s ctural concrete
OMG CR BPF
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
B2 (with poly-
Trufast FM-90 or
74nch o.c. in a'4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
—
LWC-36
at max5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
film top surface)
dMG 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
LWC-37
Min. 22 ga., type B steel
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearicrete
131, B2, B3, B7 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
two, equally spaced, staggered rows in the
One or more
BP -AA or APP-
SBS-AA, SBS-
-5
structural concrete
B11
OMG CR BPF
field of the sheet
TA
TA or APP-TA
.5
Min. 22 ga., type B steel
B2 (with poly-,
Trufast FW9 10 or
7-ifich o.c. in a 4 -inch lap. and 7-incfi o.c. in
one or more
SBS-SA, APP-
.
LWC-38.
atmax5ftspansor
Ir
Min. 300 psi, min. 2-inch thick Mearicrete
film top surface
OMG CR 13PF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SB S-TA
-52.5
structural concrete
.
—
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded is follows:
> Bl: P61y&ss G? Base; 132: Polyglass Elostobase orPolyglass Elastobase Poly; B3: GAFGLAS #75; B4:'GAFGLASStratavent Nailable Venting Base Sheet; 135:GAFGLAS Ply 4; B6: GAFG . LAS FlexPly 6; B7: JM Perma Ply
No. 28; B8: JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier B11: Tamko Glass -Base; B12: Tamko Vapor -Chan
Exterior Research and Design, LLC. cl/b/� Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
e" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitu men RobfSystems; (800) 5164485
Evaluation Report A42970.10.12-R2 for FL16027-112
Revision 2:09/25/2017
Appendix 1, Page 19 of 26
QOTPRJNITYI:ERD
TABLE SA: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION 611 REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
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
(ps,f).
CWF-1
Min. ?.5-inch Tecturn
Min. 1.5-Inch ACFoarn 11,
D-IS or.
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
(Optional) One or
SBS-AA, SBS-TA,
Plank or Tecturn LS Plank
ISO 95+GL, H-Shield I
Polytherm; ENRGY-3
OB500
inch Structodek High.Derisity Fiberboard Roof
OB500
BP -AA
more BP -AA or APP-
APP_TA
_45.0
Insulation
TA
CWF-2
Min. 2.5-inch Tectu m
Min. 1.5-inch ACFoam 11,
ISO 95+GL, H-Shie d.
I
DAS or
Min. 0.25 . -inch Dens Deck, Dens - Deck Pr . iinne,
D-IS or
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA,
Plank or Tecturn LS Plank
Polytherm, ENRGY-3
OB500
SECUROCK Gypsum -Fiber Roof Board
OB500
A PP -.TA
more SBS-SA or
APP-TA, APP-SA
45.0
APP-TA
Min. 2.5-inch Tectum'
Min. 1.5-inch ACFoam 11,
Min. 0.25-inch Dens beck, Dens Deck Prime,
(Optional).One or
C . WF-3
Plank or Tectum LS Plank
ISO 95+GL, H-S.hield,
CR-20
SECUROCK Gypsum -Fiber Roof Board or min. 0.5'_
inch Structodek High D ensity Fiberboard Roof
CR-20
BP -AA
more BP -AA or APP-
SBS-AA, SBS-TA,
-52.5
Polytherm, ENRGY-3
TA
APP-TA
Insulation
tW,F-4
Min. 2.5-inch Tectum
Min. 1.5-inch ACFoarh 11,
ISO 95+GL, H-Shield,'
CR-20
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA;
Plank or Tectum LS Plank
Polytherm, ENRGY-3
SECUROCK Gypsum -Fiber Roof Board
Ck-20
APP7TX
more SBS-SA or
APP-TA, APP-SA
-52.5
APP-TA.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F116027-112
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision. 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Page 20 of 26
System
No.
CWF-5
CWF-7
"�,JTFUNI-ry � ERD
TABLE SB: CEMENTITIOLIS WOOD FIBER DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF),
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR, SHEET, BONDED INSULATION, BONDED ROOF COVER
Deck
AnchorSheet
Base Insulation
Top, Insulation
Roof Cover (Note 15)
MOP
(Note
Type
Fastener
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 15-inch
Min. 0:25-inch Dens Deck, Dens
Min. ��S-inch
Polyglass
9-inch o.c. in4-Inch
ACFoarn 11, ACFoarn
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
lap and 12-inO OX..
III, ISO9S+GL1 H-
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
or . Tecturn L I S
Polyglass
Inuldek
in two, equally
Shield, I ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
BP -AA
one or more
SBS-TA,
-30.0*
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
Polythemn or Multi-
min. 0.5-inch Structodek High.
BP -AA or
APP-TA
Polyg . lass G2 Base
center rows
Max FA3
Density Fiberboard Roof.
APP-TA
Insulation
Min. 25-inch
Polyglass
9�inch o.c. in 4-inch
Min. 1.5-inch
-
K
Tecturn Plan,
Elastobase,
Trufast
lap and 12-inch o.c.
A CFoarn 11; ACFoa'm
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
or Tectu rn LS
Polyglass
I nuldek
in two, equally
111, ISC95+GLo H-
Shield, ENRGY 3,
HA
Deck Prime, SECLI ROCK Gypsum-
HA
orAPP-
One or more
SBS-S,A,
-30.0*
Plank
Elastobase Poly,
Loc-Nall
spaced., staggered
Fiber Roof Board
TA
SBS-SA or
APP-TA,
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
Trufast
9-inch o.c. in 4-inch
lap and 18-in.ch o.c.
ACFoarn 11, ACFown
Deck -Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
.Elastobase,
Polyglass
Twin
in two, equally
Illo IS095+GL, H-
HA
Fiber Roof Board..Min. 0.75-inch
FescoBoard (homogeneous) or
HA
BP -AA
On . e or more
SBS-AA,
SBS-TA,
or Tectum LS
Plank
Elastobase Poly,
Loc-Nall
spaced, staggered,
Shield, ENRGY 3.
min. 0.5-inch Structodek High
BP -AA or
APP-TA
-45.0*
Polyglass G2 Base
center rows
Polytherin or Multi-
Density Fiberboard Roof
APP-TA
MaxFA3
Ansulation
Min. 2.5�inch
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-inch
Tecturh Plank
Elastobase,
Trufast
lap and 18 . -inch o.c.
ACFoam ll, ACFoam
III, ISO95+GL, H_
Min. 0.25-inch Dens Deck, Dens
.
SBS-SA
(Optional)
SBS-TA,
or Tecturn LS
Polyglass
Twin
in two, equally
Shield, EN RGY 3,
HA
Deck Prinfe, SECUROCK Gypsum-
H A
or APP-
One or more
SBS-SA,
-45.0*
E16.s.tobase Poly,
Loc-Nail
spaced, staggered
Fibdr:Roof Board
TA
SBS-SA or
APP-TA,
—Polyglass G2 Base
center rows
Polytherm or Multi-
APP-TA
APP-SA
MaxFA3
Exterior Researckand Design, ULC. d/b/a Trinity I ERD Evalua I tion Report A42970.10.12-R2 fo . r FL1602'7-RZ
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017.
Prepared by: Robert Nieminen, PE-59166 TRI-.BUILT Modified Bitumen Roof �ysterns; (800) 516-1485 Appendix 1, Page 21 of 26
no,
\J WNITTIERD
TABLE SCi CEMENTITIOUS WOOD FIBERPECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER,
_____��STEM-`FYPEB�.
MECHANICALLY ATTACHED BASE INSULATION, BONDEOTOP INSULATION" BONDED ROOF COVER
System
D eck (Note 1),
Base Insulation -Layer--__
Top Insulation Layer
Roof Cover (Note it)
MDP
No.
. .
Type,
Fasteners
Afti-ch—
---_ 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—
i sing
(Opti6nalifu ' AA
S BTS.- A A,
CVVF-9
Tecturn Plank or
Shield or
with Polymer GypTec or TruFast
I per 4 fe
High Density Fiberboard
HA
pt nal,
Base) One or more BP -AA
SBS-TA,
-45.0*
Tecturn LS Plank
Polythc
irm
TL 3 in; Plate with TL Fastener
Roof Insulation
pl�
y
-or-APPrTA
APP-TA
TABLESID: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SY5TEMTYPtC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck (Note 1)
Base Insulation Layer
Top Insulation
Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
NO.
(Psf)
Min. 2.5-inch
(optional) one or
Min. 0.25-inch Dens Deck, Dens Deck Prime
WF-10
Tectum Plank or
more layers, any
or SECUROCK Gypsum -Fiber Roof.Board or
.
Trufast Twin Loc-Nails
I fit'
(Optional if using
(Optional if using AA
SBS-AA,
Tectum . LS Plank
combination, loose
m in 0.5-inch Structodek High Density
tmin..1-inch embedment)
per 2
AA Ply) BP -AA
Base) One or more BPrAA
SBS-TA,
-45.0*
laid
Fiberboard Roof Insulation
or APPmTA
APP-TA
TABLE SE: -CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION OR RER06F (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck.(Not - e 1)
Base Sheet
Ro . of Cover (Note 15)
MDP
Base
Fasteners
Attach
Base Ply
Cap Ply'
No.
(Psf)
CWF-11
Min. 2.5-inch Tecturn Plank
Polyglass Elastobase, Polyglass Elas tobasie
Tiufast Inuldek
9-inch o.c. in 4-inch lap and 12-inch ox� in two,
(Optional):One or
SBS-AA SBS-TA1
or Tecturn LS Plank
I
Poly, Polyglass G2 Base
Loc-Nall
equally spaced, staggered center rows
more BP -AA or APP-TA
. .
APP'�;
-30;0*
rWF12
Min. 15-inch Tectum Plank
Polygl.ass El . astobase, Polyglass Elastobase
Trufast Twin Loc-
9-inch o.c. in 4-inch lap and 18-Inch o�c� in two,
(Opt ional) One or
SBS-AA, SBS7TA,
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equ . ally spaced, staggered center rows
more BP -AA or AP134A
APP-TA
-4 -5-0.1
Exterior Research and.Design, LILC d/b/a Trinity I - ERD
Certificate of Authorization #9503 Evaluation Report A42970.10.12-R2 for F1.115027-112
EDITION (2017) FBC NON-HVHZ EVALUA71ON Revision 2:09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI.-BUILT Modified Bitumen Roof Systems; (800) S16-148S Appendix 1, Page 22 of 26
��TRIN'ITYJERD
TABLE 6A: GYPSUM DECKS — REROOF (TEAR -OFF)
SYSTE M TYPEA-1: BONDED INSULATION, BOND ED ROOF COVER
System
Deck (N . otes I 8i 12)
-pase Insulation Lqyer
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Psf)
G-1
Existing, sound poured gypsum
Min. 2.0 pcf, Insulfoarn
OB500
(Optional) additional layers(s) of bas�
OB500
SBS-SA
(Optional) One
SBS-SAI APP-SA
-112.5
or gypsum plank deck
insulation
or more SBS-SA
G-2
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3 or
(Optional) additional layers(s) of -base
(Optional) One
SBS-SA, APP-SA,
or gypsum plank deck
H-Shield
OB500
insulation'
OB 1 500
SBS.-,SA
o-r-more SBS-SA
SBS-TA or APP-TA
-112.5
orAPP-TA4--.I_
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3'or
in. 0.25-inctiSECUROCK Gyps uM-
(Optional) One
SBS SA, APP-S.Al
G-3
or gypsum plank deck
H-Shield or min. 2.0 pcf, Insulfoam.
OB500
Fib Roof Board
r
OB500
SBS-SA
or more SBS-SA
SBS-TA or APP TA
or APP-TA
Existing, sound poured gypsum.
Min. 1.5-inch ACFoam II;_ ENRGY 3,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
G-4
orgypsum plank deck
H-Shleld or Multi -Max FA3-
M-.OSFA
insulation and/or min. 0.25-inch
MOSFA
SBS-SA
or more SBS-SA
SBS-TA or APP-TA
-202.5
SECLI ROCK Gypsurri-Fiber Roof Board
or APP-TA
G-5
Existing, sound poured gypsum
Min. 1.5-inch, min..2.0 pcf Insulfoarn
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
G-6
Existing, sound poured gypsum
_Min. 1.5-Inch., . min. 2.0 pcf Insulfoarn
CR-Z0
Min. 0.25-Inch SECUROCK Gy psum-
CR-2 1 0
SBS-SA I
(Optional) One
or more SB . S-SA
SBS-SA, APP. SA,
-240.0
or gypsum plank deck
a
.
Fiber Roof Board
SBS-TA or APP-TA
or APP -TA
Min. 0.25-inch Den's Deck, Dens
(Optional
(Optional if using
G-7
Existing, sound poured gypsurn
Deck Prime or StCOROCK Gypsum-
CR-20.
None
N/A
if using
AA Base) One or
SBS-AA, SBS-TA,
-245.0
or gypsum plank deck
fiber Roof Board
AA Ply)
more BP -AA or
APP-TA
BP -AA
APP-TA
Existing, sound . poured gypsum
Min. 1.5-inch Affoam 11, ACFoam III,.
(Optional) additional layers(s) of base
(Optional) One
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-SA,.APP-SA,
-257.5.
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
Exterior Research and.Design, U.C. d/b/a Trinity I ERD -10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 EDITION (2017).FBC NON-HVHZ EVALUATION Evaluation Report A42970 Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitum . en Roof Systems; (800i S16-1485 Appendix 1, Page 23 of 26-
k ",,�TPJN1TYjER.D
TABLE68: GYPSUM DECKS -7 REROOF (TEAR -OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulati on
Top Insulation
Roof Cover (Note 15)
No
(Note 1)
Type
Fasteners
(Note 11)
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap PI y
MDP
(Psf)
Polyglass
9-inch o.c. in 4-
Min. 1�5-inch
Min. 0.25-inch Dens, Deck, Dens
.
Existing, sound
Elastobase,
Trufast �M-
inch lap, and 18-
ACFoam 11, ACFoam
Deck Prime, SECLI ROCK Gypsum-
1
(Optional)
G-9
poured gypsum
Polyglass
75 or FM-
inch o.c. in two,
III, IS095+GL H-
Fiber Roof Board, Min. 0 .75-inch
One or more
SBS-AA,
or gypsum
Elastobase Poly,
90 or Twin
equally spaced,
I
Shield, ENR�Y 3,
HA
FescoBoard (homogeneous) or
.
HA
BP -AA
BP -AA or
SBS -TA,
-45.0*
plank.cleck
Polyglass G2 Base
Loc-Nails
stag gered center
Polytherm or Multi-
min. 0.5-inch Structodek HI gh
APP-TA
APP-TA
rows
Max FA3,
Density Fiberboard Roof
Insulation
TABLE 6C: GYPSUM DECKS.-- REROOF (TEAR -OFF) OR RECOVER
SYSTEIVITYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck (Note 1)
Base Insulation
Top Insulation Layer,
Roof Cover (Note IS)
IVIDP
Type -
Fasteners - Note 11)
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(Psf)
(Optional) One or
Min.:0.25Anch Dens Deck, Dens Deck
G-10
Existing sound
poured gypsum or
more layers, any
Prime or SECUROCK Gypsum -Fiber
Roof Board or min. 0.5-inch
Trufast Twin Loc-
Nails (min. 1-inch
1 per 2 ft2
(Optional if
using AA Ply)
(Optional if using AA Base) One.
SB - S-AA, SBS-
gypsum plank deck
combination, loose
laid
Structodek High Density Fiberboard
embedment)
BP -AA
or more BP -AA or APP-TA
TA, APP-TA
-45.0*
Roof Insulation
TABLE 6D: GYPSUM DECKS— REROOF (TEAR -OFF)
SYSTEM TYPE E: NOWINSULATED, MECHANICALLY AtTACWED.BASE SHEET, BONDED ROOF COVER
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MDP
No.
_ia— �e._
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(Psf)
G-11
Existing sound poured
gypsum or gypsum
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-�A SBS-TA,
ffAA'
plank deck
Poly, Polyglass G2 Base
Twin Loc-Nails
—two;-equally spaced, staggered center rows
BP -AA or APP-TA
PP T
45.0*
Fxterior'Research and Design, LLC. d/b/a Trinity] ERD. Evaluation Report A42970.10.12-R2 for FL1602 . 7-R2-
Certificate of Authorization #9503
EDITION (2017) FOC NON-HVHZ EVALUATION Reviiion 2:09/25/2017
Prepared by: Robert Nidminen, PE-59166 TRI-B.UILT Modified Bitumen Roof System . s; (800) 516-1485 Appendix 1, Page Z4 of 26
QTRERD,
TRINI
TABLE 7A: RECOVER APPLICATIONS
'SYSTEM TYPEA-1- BONDED INSULATION, BONDED ROOF COVER
System Base insulation Layer Top Insulation Layer Roftir Cove (Note 15)
Substrate
No. Type Attach Type Attach Base MY MPP
: P ...
(Optional) additional lay&s(s) of base Cap ph. (psf)
Existing
R-1 asph Itic roof Min. 1.5-inch Multi -Max FA3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA (Optiona6ii) 0 e. r (00 SBS-SA, APP-sA,
SECUROCK Gypsum -Fiber Roof Board .SBS-SA-orAPP-TA SB S-TA or Alp-p-TA -67.5.
R-2 Existing Min. 2.0 pcf Insulfo . am (Optional) additional layers(s) of base D*-IS (Optional) One of
asph I altic roof D-1S.. insulation SBS-SA SBS-SA* more SB S7SA, . APp_SA -90.0
Existing Min. 1.5-inch ACFoa.m 11 or ENRGY 3 or -min. Min. 0.25-inch SECUROCK Gypsum -Fiber
R-3 D-IS D-IS SBS-SA (0131tional) One or more. SBS-SA, APp-SA,
asphaltic roof 2.0 pcf Insulfoam Roof Board
SBS-SA or APP-TA SBS-TA or APP-tA -90.0.
Existing (Optional) additional layers(s) of base
R-4 asphaltic roof Min. 1.5-inch ACFo.am 11 or ENRGY 3 D-IS insulation and/or min. 0.25-inch D-IS SBS-SA (0113tionail) Oneor rnore SBS-SA, APP-SA,
SECUROCK Gypsum -Fiber Roof Board SBS_SA or APP-TA S.13S-TA or APP-TA -9011.0
Existing
R-5 Min. 1.5-inch, min. 2.0 pcf Insulf6am OB500. (Optional) additional layers of base OBSOO SBS-SA . Ptional) 0 1 ne or more
asphaltic roof insulation �SBS-SA SBS-SA, APP�SA -120.0
R-6 Existing Mi . n. 1.5-inch, min. 2.0 pd Insulfoarn. OB500 Min. 0.25-inch SECUR.00K GypsuM7Fiber. (Optional) one or more
asphaltic roof Roof Board OBS00 SBS-sA slls-sA, APP-sAl,
-SBS-SAorAPP-TA SBS'TA or APP-TA -1.20.0
Existing Min. 1.5-inch ACFoam 11, ENRGY 3 or H- '(Optional) additional layers(s) of base
R-7 asphaltic roof Shield OB500 insulation and/or min. 0.25-inch OB500 SBS-SA (Optional) One.or more SBS-SA, APP-SA,
SECUROCK Gypsum -Fiber Roof Board SBS-SA orAPP-TA SBS-TA or APP-TA
(Optional) additional layers(s) of base
R-.8 Existing Min. 1.5-inch ACFoam 11, ENRGY 3.,.H- M_ M_
asphaltic roof Shield or Muiti-Max FA3 OSFA insulation and/ormin. 0.25-inch SBS-SA (Optional) One or more SBS-SA, APP-SA
OSFA
SECUROCK Gypsum -Fiber Roof Board SBS-SA-or APP�TA -157-5:
S6S-TA or AP'P-�A
R-9 Existing Min. 2. . 0 pcf Insulfoam (Optional) additional layers(s) of.base
asphaltic roof CR-20 CR-20 SBS-SA (Optional) one or more.
insulation S6S-SA SBS-SA, APP-SA -240.0
Existing Min. 0.25-inch SECUROCK Gypsum -Fiber
R-10 � Min. 2.0 pcf Insulfoarn CR-W (Optional) One. or more
asphaltic-roof�_ Roof Board CR-20 SBS-SA SBS-SA, APP-SA,
SBS-SA or APP-TA SBS-TA or APP-TA' -240.0.
hein. r5--inc� �Ult�ra-Max or Multi-M.ax FA-3,
Existing (Optional) additional layers(s) of base
R-11 min. 1.3-inch ACFoam-111-oc, , �in. 1.0-inch CR-20 insulation and/or min. 0.25-inc . h (Optional) One or more
asphaltic roof ISO 95+GL, H-Shield, H-Shield CG or ENRGY CR-20 SBS-SA SBS-SAAPP-SA
SECUROCK Gypsdm-Fiber' Roof, Board SBS-SA or APP-TA SBS-TA or APP .-240.0*
3 -TA
Existing
(Op ional)-additional layers(s) of base
R-12 Min. 2-inch ACFoam 11, ENRGY-3 or H-Shield CR-20 insulation andio-r-m-in. O.-2-5,nch CR-20 SBS-SA (Optional), One or more I SBS-SAj APP-SA,
asphaltic roof SBS-SA or APP-TA -247.5.
SECUROCK Gypsum -Fiber Roof Board--_ SBS-TA or APP-TA
Existing Min. 6.25-inch Dens Deck, Dens Deck
R-13 Min. 1.5-inch MuIti7Max FA3 D-IS. Prime of D-IS BP-AA-SBS�__ I (Optional) One or more SBS-AA, SBS-TA or
asphaltic roof or SECUROCK Gypsum -Fiber Ro SA, APP-TA _PZAA or AP
I Board - BPzAA-or AP APP-TA. -67-51
ng Min. 0.25-inch Dens Deck, Dens Deck
R-14 Exist! Min. 1.5-inch ACFo.am 11 or ENRGY .3 or min. D-IS. Prime or SECUROCK G BP -AA SBS- (Optional) One or more
asphaltic roof. 2.Opcfinsulfbam. ypsum-Fiber Roof D-IS SA, APP-TA BP -AA or APP- SBS-AA, SWTA_or__
Board. TA APP-TA wo-
Exterior Research*and, Design, ULt. d/b/a Trinity.11EIRD
Certificate of Authorization #9503 Evaluation- Report A42970. 10.12-112 for FL1602'7
EDITION (2017) FBC NON-HVHZ EVALUATION -R2.
Prepared by: Robert Nleminen, PE59166 TR.I-,BUILT Modifiied. Bitumen Roof Syste . ms; (800 . )516-148S Revision 2:09/25/2017
Appendix 1, Page-25 of 26
� N
Tpj I TY I E K'D
TABLE 7A: RECOVER APPLICATIONS
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Substrate
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
R-15
Existing
Min. 1.5-inch ACFoarn 11, ENRGY 3, H-Shield
Min. 0.25-inch Dens Deck, Dens beck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
asphaltic roof
or ISO 95+GL
OB500
Prime or SECUROCK Gypsum -Fiber Roof
OB500
SA, APP-TA
BP -AA or APP-TA
APP-TA
-127.5
.
Board
R-16
Existing
Min. 1.5-inch AtFoam 11, ENRGY 3, H-Shield
M�_
Min . .0. 1 25-inch SECU - ROCK Gypsum -Fiber
M_
BP -AA SBS-
(Optional) one or more
SBS-AA, SBS-TA or
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,
R-17
Existing
min. 1.3�inch ACFoam III or min I.G-inch
: CR-20
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional). One or more
asphaltic roof
ISO: 95+GL, H-Shleld, H-Shield CG or ENRGY
Roof Board
CR-20
BP -AA
BP�AA
SBS-AA
-225.0
3 or min. 2.0 pcf Imulfoarn
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
1148
Existing
min. 1.3-inch ACFoarn III or min. 1.0-inch
[CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
(Optional) One or more
asphaltic roof.
ISO.95+GL, H-Shield, H-Shield CG o.r.ENRGY
Roof Board
CR-20
APP-TA
APP-TA
APP-TA
-232.5.
3 or min. 2.0 pcf Insulfoam
__j
TABLE !B: ' RECOVER APPLICATIONS
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
system
Deck .
Primer
Roof Cover (Note 15)
MDP
Base Ply
Ply
cap Ply
No.
(PsQ
R-19
Existing
asphaltic*roof
ASTM D41
BP -AA (Optional if using asphalt ap plied Ply)
(Optional if using'asp'halt applied Base) BP-AAorAPP-TA
SBS-AASBS-TAAOP-TA
-45.0
Exterior Researcii-and, Design, WC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL26027-112,
Certificate of Authorization #95 ' 03 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166
TRI-,BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Page 26 of 26