HomeMy WebLinkAboutEVALUATION REPORTSRrCaVED
DEC 2 02018
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
Permitting DePartm®nt
ERD St' Lucie County
353 Christian Street
TRINITY I
oxford, CT 06478
SC (203) 262-9245
EVALUATION REPORT Ern����
TRI-BUILT
70Materials Group, LLC �-u twele CpunEvaluation Report A4Z9 U.IU.IF1.16027--R2
Rutherford, NJ 07070 •✓ Date of Issuance:10/23/2012
(800) 516-1485 Revision 2:09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6`h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
�ADvERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E on 09/25/2017. This does not serve as an electronically signed
do-ment.
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, I.I.C. 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 l ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
qqn�j'
tsdls.
0
LU
�TRINITY I ERD
Table
Deck
Application
Type
Description
-..
Page
IA-1
Woad
New or Reroof (Tear -Off)
A-2
Mech.
Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
IA-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech.
Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech.
Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech.
Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet Bonded Roof Cover
6
1E-1 Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Meth. Attached Base Sheet, Bonded Roof Cover
7
1E-2 Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
g
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
8
2A
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
B
Mech, Attached Base Insulation, Bonded Top Insulation Bonded Roof Cover
9
2B
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9
2C
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet Bonded Roof Cover
10
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover
16
4C
WPM
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17-19
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
.22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
The
1.
2.
3.
following notes apply to the systems outlined herein:
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 propercodified and/or FBC Approval documentation.
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.
i Structural concrete: Minimum 1-inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions.
Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and; far foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, I.I.C. d/b/a TrinitylERD
Certificate of Authorization 09503
Prepared by: Robert Nieminen, PE-59166
CH EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 51G1485
Evaluation Report A42970.30.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
!.
Appendix 1, Page 1 of 26
.- i
-,,l TRINITY ERD
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.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates areas 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.
D Dow INSTA STIK 0uik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c.
D OMG OlyBond 500 (OB500j: Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCartor SpotShot). Note: OlyBond Green maybe used where OlyBond 500 Is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c.
D Note: When multiple layers(s) of insulation and/or coverbaard are Installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance ofone-half the ribbon spacing.
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 ribbons spacing.
7. Unless otherwise noted, all insulations are Rat stock or taper board of the minimum thickness noted. Tapered polyisocyanurete at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system In the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psi (Min. 0.5-inch thick)
D OMG OlyBond 500 (OB500): MDP -45.0 psi (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBand 500 (08500): MDP -187.5 psi (Min. 0.5-inch thick I5O 95+GL)
D OMG OlyBond 500 (OB500): MDP -315.0 psi (Min. 0.5-inch thick ENRGY 3)
D OMG OlyBond 500(08500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11)
D ICP Adhesive & Sealants CR-20: MOP -117.5 psf (Min. 1.0-Inch thick)
8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN51/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI F%-1 or Testing Application Standard TA5105.
12. For existing substrates in a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC, d/b/a Trinity[ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 89503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
�! I KINITY J ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
a trkt,<•-Lr' t.,4 .'S"Kra4' ( "'.
k�.?r�,>?szt
Reference
Layer
- Material
Application
BP -AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM D4601, Type II
HA at 20-40lbs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
(SBS, Asphalt -Applied(
Cap Ply
TriBuilt SBS Granular
HA at 20-40 lbs/square
5BS-TA
(SBS, Torch -Applied(
Cap Ply
TriBuilt SBS Granular
Torch -Applied
SBS-SA
(SB5, Self -Adhering(
Base Ply
TriBuilt SA SBS Base
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
APP, Torch -Applied)
( pP I
Base Ply or Ply
TriBuilt APPSmo0th
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
(APP, Self -Adhering(
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
g
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:
OVA'v'driUARBRfrOVTYNS^�YiYC1l�AArCdACBE1E;f7E'fkADAEdEDINSLIjF(�fjBFR'TIB �7MWri
Vapor Barrier
Optlan q Primer
Type Attach
t
MDP IPs n
Insulation Adhesive
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60.0
VB.2.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Insta-Stik, 12-Inch o.c.
-75.0
VB-3.
ASTM D41
TriBulit SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-Inch o.c.
-157.5
VB-4.
ASTM D41
TriBulit SA SBS Cap "
Self -Adhering
CR-20, 12-Inch o.c.
-270.0
VB-S.
ASTM D41
TriBuilt SA 585 Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
17. Dens Deck shall be field -primed with PG300 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. 'MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 49503 6r"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 3 of 26
\,rTRINITY ERD
���"'�« -ar lrs4�. {;�.��. F `�'' "}{' ` 1'l1BLE�lA'1 WOObD
CICSS�RELYCO RUGT�01 on11ER
�F'�TEA UKE
CHANICA,LYA77AGFj
D'Qf�fi C1R5}(,EE, 80 QED1
W
UL.T[ON,80_gyI�00 aC,0 ER
System Deck Anchor5heet
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)
Min. 0.25-inch Dens
Polyglass G2 Base,
8-Inch o.c. in 4-
Deck, Dens Deck Prime,
Min.19/32-
CertainTeed Glasbase,
32 ga., 1-5/8-
Inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
inch plywood
Firestone MB Base, JM
inch diameter
Inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
at max. 24-
Perma-Ply28,Tamko
tin caps with 11
three, equally
ASTM C1289,
HA
0.75-inch FescoBoard
HA
BP -AA
BP -AA
SBS-TA,
-60.0
inch spans
Glass Base or
a annular ringspaced,
g '
p
type of iso-
yP P Y
(homogeneous) or min.
APP-TA
GAFGLAS #75
shanknails
staggered
cyanurate
0.5-Inch Structodek
center rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
8-inch o.c. In 4-
Min. 19/32-
CertainTeed Gase, e,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
Min. 0.25-inch Dens
(Optional)
5B5-SA,
W 2
inch I
plywood
Firestone MB Base, JM
Inch diameter
tin caps with 11
Inch o.c. In
three, equally
Approved,
ASTM C1289,
HA
Deck, Dens Deck Prime,
HA
585-SA
One or
more 585-
APP SA,
-60.0
28, Tamko
PerrnGlass
ring
g
spaced,
p
type ll polylso-
SECUROCK Gypsum-
SA or
SBS-TA or
inch spans
in h spans-
p
Base
Glass Base or
knails
shanknails
shank
staggered
cyanumte
Fiber Roof Board
qpp-TA
APP-TA
GAFGLAS#75
to
center rows
32 ga, 1-5/8-
6-inch o.c. in 4-
Inch lap and 6-
Min. 2-Inch
D-IS, OB500,
Min. 19/32-
Polyglass Elastobase
Inch diameter
Inch o.c. In
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
585-AA,
W-3
i
inch plywood
or Polyglass
tin caps with 12
four, equally
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS-TA,
-60.0•
map. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield Ca
fastener
Gypsum-
or
BP -AA
APP-TA
in
inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
er Roof Bo
Fiber
Fiher Roof Hoard
M-OSFA
M-OS
center rows
or ENRGY-3
oc
32 ga., 1-5/8-
6-Inch o.c. in 4-
inch lap and 6-
Min. 2-inch
D-ISOB500
, ,
(Optional)
Min. 19/32-
Polyglass Elastobase
Inch diameter
Inch o.c. in
ACFoam 11, III,
CR-20 or M-
D-I5,
One or
SBS-SA,
W-4
inch I
p.wood
or Polyglass
tin caps with 12
four, equally
H-Shield, H-
OSFA, atop
(Optional) Additional
OB500,
SBS•SA
more 505-
APP-SA,
-60.0'
at max. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield CG,
fastener
layers of base Insulation
CR-20 or
SA or
SBS•TA or
inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
M-OSFA
AP
AP TA
APP'TA
center rows
or ENRGY-3
oc
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
CertiOcate of Authorization #9503 6TM 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 4 of 26
�l TRINITY ERD
TABLEv'1At' OOD'G�CKS'�NE
-LOW5T fiCl'10
E OOFr(TOF)oR REC01'fER
S,S7,kNIgTVPEA 2� MEC �A 1(CI�.LJ;YI�TTAfH_PyQ
G, Utt,S ..E ...ONp,
fa'yft�, UUU[ONPBONQEU.,ROQ..GQ:„E
System
Deck
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MOP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
12-Inch o.c. In 4-
Min. 0.25-inch Dens Deck,
Min. 19/32-
Polyglass
OMG Flat
Inch lap and 12-
(Optional) FBC
Dens Deck Prime, SECUROCK
inch plywood
Elastobase or
Bottom Plates
Inch in two,
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, SBS-
W-5
at
Polyglass
(square) with
equally spaced,
equally
ASTM C3289,
HA
Mtn. 0.75-Inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
•60.0
spans
Inch spans
inch
Elastobase
Roofgrip 912
staggered center
hype ll polyiso-
(homogeneous) or min. 0.5-
Poly
cyanurate
Inch Structodek High Density
rows
Fiberboard Roof Insulation
Mch
Poi glass
y
OMG Flat
12-inch o.c. in 4-
inch lap and 12-
(Optional) FBC
(Optional)
inch plywood
plywood
Elasto6ase or
Bottom Plates
Inch o.c. in two,
Approved,
Min. 0.25-Inch Dens Deck,
One or
SBS-SA, APP-
W 6
max. 24-
Po lass
(square) with
equally spaced,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more 585-
SA, SBS-TA
-60.0
in
inch spans
Elastobase
Roofgrip g12
staggered center
type 11 polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
Poly
cyanurate
TA
rows
;yy�,a,rA'yar} p,a,��,_
S�yr�._ TAl4M�H Off'-dECS-'Nf�40N5TRU.. 'ARE07`!E •O P)OrEG0�1'lI
�., r,I�.� "gift ai`"3
.. _, SYSTFy(uJ,,TYf)E48 .N).=. A'NICALLYlA SAG' FD,BASE 1 SULATI8U 6ED�TOi1L,4T,• O ,
4 D DiR00. CO g
System
Deck 1)
Base Insulation layer
Top Insulation layer
Roof Cover (Note 15)
MOP
No.
(Note
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
EN 3, H-Shield
Dekfast We or TruFast
1 per
x
(homogeneous) or min. 0.5-Inch
HA
using AA Ply)
AA Base) One or
SBS-AA, SBS-TA,
-60.0
spans
or Polytherm
MP-3 with TruFast DP
1.33 ft
Structodek High Density Fiberboard
BP
more BP -AA or
APP-TA
Roof Insulation
APP-TA
Exterior Research and Design, U.C. d/b/a 7rinity)ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization o9503 6'EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
� TRINITY I ERD
r fiy4`t'�
IED
frf "�°' S`YSTEMR;E: NO�N5D LATED Nl GHA, N(C�LBYtA SHE 60o ORF •OV
t
System
1)
Base Sheet -
Roof Cover (Note 15)
MOP
No
Deck (Note
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
Poly, Polyglass G2 Base, CertainTeed
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-Inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W 1
p4-Inch
Glasbase, Firestone MB Base, JM Perma-
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c, a two, equally spaced, staggered
more BP -AA or
TA APP TA
-52.5
pat ans
24-Inch spans
Ply 28, Tamko Glass Base or GAFGIAS #75
orTruFast MP-3 with TruFast HD
center rows
APP-TA
Min. 19/32-Inch
PolyglassElastobaseorPolyglass
Dekfast Hex with Dekfast #14 or TruFast MP -One
-Inch-Inch o.c. In 4-Inch lap and 12-inch
ormore SBS-
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast HD
o.c. two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5•
24-Inch spans
centea r rows
APP-TA
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-Inch
(Optional) One or
SBS-AA, SBS-
W-3
plywood at max.
Elastobase Poly
Roofgrip #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
center rows
APP-TA
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-Inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip #12
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0•
24-inch spans
center rows
APP-TA
tt��4��
'"; r c'r t ,,t> SV6ZE._n
:q
rr"aVi < „�st, , :ar, FrNONI SUI[W D,.BO.DED`ItDQ. ..ER
�
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psf)
W 5
Min. 15/32-Inch plywood
(Op D41
None
SBS-SA
al) SBS-
SBS-SA, APP-SA, SBS-TA
-90.0
at max. 24-Inch spans
APP-T
APP-TA
W 6
Min. 15/32-Inch plywood
-
(Optional) ASTM D41
lywood joints are covered with 4-Inch wide strips of TriBuilt SA
TnBuiIt SA SBS Base
Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
-97.5
at max. 24-Inch spans
SBS Base, rolled into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
hie 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
EXTERIOR RESEARCH & DESIGN, LLC.
RzcelVED Certificate of Authorization #9503
�OfC 20?O1B 353 CHRISTIAN STREET, UNIT #13
Permitti OXFORD, CT 06478
Sr Luce epanment (203) 262-9245
Evaluation Report A42960.10.12-R6
PO Box70 FL16048-116
Rutherford, NJ 07070 SCANNED Date of Issuance: 10/25/2012
(800) 516-1485 BY Revision 6: 09/25/2017
SCOPE:
St. Lucie Count,
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 611, Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE3983
l� aaF"
TRINITY I ERD
EVALUATION REPORT
TRI-BUILT
Group, LLC
The facsimile seal appearing was authorized by Robert Nieminen,
V.E. on 09/25/2017. Tbi, does not serve n an electronically slgn,l
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. TrinitylERD 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 purpose.
CL
ppp
g0
`ffi
LU
LL
.f TRINITY1 ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G3S5
2005
1507.2.4
/ 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R3
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing
R16814
12/10/2015
UL, U.C. (QUA9625)
Quality Control
Service
Confirmation
Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
5. LIMITATIONS:
5.1 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 purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
i
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 526-1485 Revision 6: 09/25/2017
Page Z of 6
J TRINITY I ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
S.S Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
& Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS,
Adhesive
Florid i Product Approval
Underlayments
ICP Adhesives PolysetO AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBondT"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
'r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
S.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
' Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of'the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
' Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certli lcate of Authorization #9503 6'" EDITION (2017) FBc NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
ERD
J TRINITY
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
y ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built 5/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure =-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 sfsf
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Underlayment:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) S16.1485 Revision 6: 09/25/ZO17
Page 4 of 6
TRINITY I ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 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.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-121)•
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
Tri-Built S/A HTTU
1
Underlayment
Lugged
rig
>. K�i�t1 c,✓
f ntiy a4"s rNo
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization H9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
TRINITY i ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUAUTYASsURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
RECEIVED
DEC 2 61018
PC DEC
EXTERIOR RESEARCH &DESIGN, LLC:
on #9503
S4 Lucie Qougti, 353 CHRI TIAN STREET, UCertificate of INIT #13
TRINITY ERD OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway SCANNED FL10674-1113
Toledo, OH 43659 13Y Date of Issuance: 02/06/2012
(740) 404-7829 St. Lucie county Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity[ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed; then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through S.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1993
LU
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
�
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl ERD is not owned, operated or controlled by any Company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
�l TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Prooertv
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Enti
Examination
Reference
Date
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol. 3
02/15/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
06CA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
11CA34308
02/18/2012
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
02/01/2014
UL LLC (TST9628)
Wind Resistance
4786126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 DevonshireT" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition Duration', Duration Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition Oakridge', Oakridge* and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any Way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate ofA"thariration u9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
\`, I RINI- Y I ERD
5.4 Wind Classification:
SAA All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Va,d = 150 mph (Vuir = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Va,d =150 mph (Veer = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
SAA Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 51G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
Berkshire shingles require minimum five (5) nails per shingle.
WeatherGuard' HP shingles require minimum six (6) nails per shingle.
Devonshire'" shingles require minimum six (6) nails per shingle.
Y Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing —Starter Strip Shingle and Starter Strip Plus:
Felt underlayment Deck
SaRadhered
WeatherLocke
l urderlayment
Drip_ Drip edge
edge
Nails located
2"-3" from eave
Install first Sell -sealing adhesive
Starter Strip
shinglew p positioned along eave
6' removed
Starter Strip shingle overhangs eaves and rakes Si" Y
Se[+dhand
Wwlhednctle
Marla ment
edge
eave
Plus ovehangs eaves and rates 114--0/4-
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RS
Cert-f'cote ofAuthod,.don n9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
Norms] Mansrd or Arss Wrn
Wiml Areas High Wind dssnms y
Ams p.m visntos normal.* At. vlarrtos f mrtss
t v�ilAl�n•t t ¢• ]B z t
SEsposurs
Espoalai6n
6.2.7 Minimum Nailing — Berkshire®:
Saahn slip
- •e • a s�
t Sir I 9Vf I 9Vf I 9Yft•
Standard Fastening Pattern
�J TRINITY I ERD
Normal Mans" or Aran par&
Mad Areas High Wind desvanssV
Aron pars Wantos normales Arns visntos fusrtss
]i S18' E:pma rs
Eiposlal6n
sealon strip
U tia d, nlhdo
s
s s
s
l
94Y
h
9'
B@'
eVf
t
t„
Mansard or Steep Slope Fastening Pattern
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RS
Certificate of Authorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R33
Owens Corning Asphalt Root Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing —Devonshire T":
7" I 8" t 8"8' r 7"
araer
5-5/8' exposure Sealant location
Exposicl6n de 5 SfS ping Uhicad6n del sellada
Standard 6-Nail Fastening Pattern
J
C TR►NITY .ERD
.c
Nails
s•-
Ten 1" Spots of Asphalt Roof Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinitionm Duration, Duration® Premium Cool & TruDefinition*
Duration" Designer Color Collection:
Standard Fastening Pattern
Fastening for Slopes Greater Than 21:12
� w•.wn muww....am
Mansard or Steep Slope Fastening Pattern
stoning Pattern
si..xnsnsuwgsru.mn
r unl rypa
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization a9503 6T"EDITION (20171 FBCNON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing —TruDefinition* OakridgeO,OakridgeO:
4 Nail Pattm
Esquema con 4 davos
t• r
65/e"Expa.un flip 55/a'Expowie
fayostddn da 66/B➢�R Glares Eryodscn de 56/9puf¢
Standard Fastening Pattern
I r
I KINITY I ERD
6 Nall Pattern
Esquema con 6 dms
1' r
65/8"Expowne Cbvm 55/a"Expowre
Eryosf,Un de 55/8➢dg. Exposfuin de 65/6pulg.
ua Grta+m Thin 21.12
fwW�'alentlne �.. Mn
r MY.>Yr�
i-
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailine—WeatherGuard®HP:
6-Nall Fastening Pattern
t• / tlE 19a
ELfJw��6i4in
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
Certificate o/Authorixotion 99503 C'EDITION (2017) FBC NON.HVHZ EVALUATION FL30674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
TRINITY i ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
FIB• 1 4
t-- neramywna
DiMian ZIIN P
4
P I
y P
//
P
I
6.3.4 Minimum Nailing — WeatherGuardO HP Hip and Ridge:
Fig. A
P.INWM
f—gleclbn
Nulls
A I I I I
I I I
•_II 'i ♦ ♦
�EfNONP
Fig. C Hip & Ridge Shingle Fastening
Toovp,
T
M(M FUM
T'
"A'
s aaw..
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-Rg
Certificr,w of Avtharizarion#9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
TRINITY ERD
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Stdaat Strip
6' Etpoeim
6.3.6 Minimum Nailing— DuraRidgeT' Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
r— fivmnng N5id D-aenim
D'vtuiondninm Aim[
Diroaitr,dJ wvm prvbni,wte
• I I
ssv:.'c�auj I I
I I
pJ 1 i i
.. 7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named CA entity for information on which plants produce products covered by Florida Rule 9N3 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RB
Certificate of Authorization p9903 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8