HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN, U.C.
Certificate ofAuthorization #9503
TRINITY I ERD SCANNED 353 Christian Street
BY Oxford, CT 06478
StLucie County(203) 262-9245
.
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box70 FL16027-112
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 61h 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 haimile seal appearing was authorized by Robert Nieminen,
P.E on 09/25/2017. This does notsem wan electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, U.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. 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.
\ TRININ ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing -
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with the following sections of the 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
Pro a
Standard
Year
1504.3.1
Wind
FM4474
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/39/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680:03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2DSA9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-R2
Cenifimre ofAotharizalon 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 2 of 4
'N"" I RINIIY f ERD
i
' TABLE1E-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER `
- SYSTEM TYPE E:NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOFCOVER -^
System
Base Sheet
Roof Cover�(Note 15)
Mop
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
Poly Polyglass G2 Base, CertainTeed
OMG Fla[ Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W-1
plywood at max.
Glashase, Firestone MB Base, JM Per ma-
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-52.5
24-in[h spans
ply 28, Tamko Glass Base or GAFGLAS #75
or TruFast MP-3 with TruFast HD
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast 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 [op surface
3 with TruFast HD
o.c, in two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5`
24-inch spans
center rows
APP-TA
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
OMG 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
-60.6
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
TABLEiF: WOOD DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE Ft NON-1 NSULATED, BONDED ROOF COVER -
System
Roof Cover (Note 15)
MOP
No.
Deck
Primer
(psf)
Joint Treatment
Base Ply
Ply
Cap Ply
W 5
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. 24-inch spans
APP-TA
or APP-TA
W-6
Min. 15/32-Inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-Inch wide strips of TriBuilt SA
TriBuilt 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, U.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL16027-R2
Certificate of Authorization #9503 6EDITION (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 8 of 26
Q"TRINITYIERD
15. Unless otherwisenoted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE1:TRI•BUILTRODF COVERS
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type 11
(Base and Ply sheets, Asphalt -Applied)
HA at 20-40 lbs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
Cap Ply
TriBuilt SBS Granular
HA at 20-40lbs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
ThBullt SBS Granular
Torch -Applied
(505, Torch -Applied)
SBS-SA
Base Ply
TrlBulIt SA SBS Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TnBuilt SA SBS Cap
:APP-TA
Base Ply or Ply
TrlBUIIt APP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBullt APP Smooth, TriBuilt APP Granular
APP SA
Cap Ply
TriBuilt SAAPP 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; STRURURAI CONCRETE DECK; ADHERED INSULATION PER TABLE 3A - -
Option N
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
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
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive,l2-inch o.c.
-157.5
VB-4.
ASTM D41
ThBuilt SA SBS Cap
Self -Adhering
CR-20, 12-Inch o.c.
-270.0
VB-5.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
%'^. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6'H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/2512017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26