HomeMy WebLinkAboutEVALUATION REPORTC°i05
\,1 TRII' ITY
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
(610)651-SB47
SCOPE:
This Evaluation Report is
construction materials in
P.E. for use of the produ
compliance with they
DESCRIPTION: 441
LABELING: Labeling shah I
herein.
CONTINUED COMPLIANCE: Thl
Quality Assurance docume
this Evaluation Report by
changes or the referenced
Evaluation Report relative
ADVERTISEMENT: The Evalua
advertising literature. If ar
INSPECTION: Upon request, i
its distributors and shall be
This Evaluation Report
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, 1
CERTIRCATION OF INDEPENDENCE:
1. Exterior Research & Design,
in any company manufactut
2. Exterior Research & Desigi
distributing products it eval
3. Robert Nieminen, P.E. does
which the evaluation report
4. Robert Nieminen, P.E. does
product.
S. This is a building code eval
project on which this Evaluj
specifically for that purpose
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate ofAuthorization #9503
353 Christian Street
Oxford, CT 06478
g�EV�E�IED FOR (203) 262-9245
C®LjlG %0"'- ®u�'TY Evaluation Report3520.03.04-R20
S�a t'JJCJr �qol.-ssuance;
L2533-[219:
�® C01
qa09/19/2005
�!1—ision 20: 09/14/2017
Lied under Rule 61G20-3 andRhe applicable rules and regulations governing the use of
State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
Inder!, a Florda Building Code. The product described herein has been eJ
2L� (2017)a�ionda B_utldin Codaions noted herein. BY
aiEd'Bitu n-R6W steMS St.Lucie County
in accordance with the requirements the Accredited Quality Assurance Agency noted
Evaluation Report is valid until such time as the named product(s) changes, the referenced
tation changes, or provisions of the Code that relate to the product change. Acceptance of
:he named client constitutes agreement to notify Robert Nieminen, P.E. if the product
2uality Assurance documentation changes. Trinity) ERD requires a complete review of this
updated Code requirements with each Code Cycle.
on Report number preceded by the words 'Trinity, I ERD Evaluated" may be displayed in
portion of the Evaluation Report is displayed, then it shall be done in its entirety.
copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
Ivailable for inspection at thejob site at the request of the Building Official.
of pages 1 through 6, plus a 57-page Appendix.
DCA ANE1983
The remmResealappearing was as aliaeE b, Robert Memiaen,
P.EanW/14/2017. This dam not$er - an ele[VONraliysignetl
doamenc
.LC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
ig or distributing products it evaluates.
LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
lot have nor will acquire, a financial interest in any company manufacturing or distributing products for
are being issued.
lot have, nor will acquire, a financial interest in any other entity involved in the approval process of the
T. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
�7
' TRINITY! ERD
ROOFING SYSTEMS EVALUATI N:
I. SCOPE:
Product Category:
Roofing
Sub -Category:
Modified Bitumen Roof
Systems
Compliance Statem
nt: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed Corporation,
have demonstrated
Ompliance with the following sections of the 6`h 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:
i
Section
Pro a
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6162
2008
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
Entib,
Examination
Reference
Date
ERD (TST6049)
ERD (TST6049)
FM 4470
3513.08.01-1
06/05/2001
ERD (TST6049)
FM 4470
FM 4470
08/15/2002
ERD(TST6049)
FM 4470
03515.07.0
3519.12.03
3522.07.04
07/22/2003
ERD
FM 4470/4474
3522.07.D4
12/22/2003
07/28/2004
0ST6049)
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
02843.02,05-11
02/10/200S
ERD (T576049)
FM 4470/4474
FM 4470/4474
3533.01.06
01/O6/2006
ERD (TST6049)
Physical Properties
4674.11.01-1
3535.10.06
03/21/2006
ERD (TST6049)
FM 4470/4474
3521.07.04-R1
SOJ31/2006
10/26/2007
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
02764.09.05-R1
12/10/2007
ERD (TST6049)
FM 4470/4474
Physical Properties
02762.03.05-R1
12/10/2007
12/20/2007
ERD (TST6049)
Physical Properties
C7290.01.08
C10080.09.08
09/04/2008
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C8370.08.08-R1
10/OS/2009
ERD (TST6049)
FM 4470/4474
P6860.05.07-R1
09/10/2009
ERD (TST6049)
FM 4470/4474
C30310.12.09
C30560.03.10
1Z/17/2009
ERD (TST6049)
FM 447D/4474
C31420.08.10
03/18/2010
09/21/2010
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C33980.12.10
12/22/2010
ERD (TST6049)
FM 4470/4474
TAS 117(B), Rupture
C33830.02.11
C35500.02.11
02/O8/2011
ERD MT6049)
FM 4470/4474
C37820.07.12
02/09/2011
07/24/2012
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C37830.07.12
07/26/2012
ERD (TST6049)
Physical Properties
FM 4470/4474
C42110.08.12
08/13/2012
ERD (T5T6049)
FM 4470/4474
C39670.08.12
C42280.08.12
08/20/2012
08/20/2012
ERD (TST6049)
ERD (TST6049)
TAS 117(A)
A35880.04.12-R1
10/26/2012
ERD (TST6049)
FM 4470/4474
FM 4470/4474
C44580.07.13
07/25/2013
ERD (T5T6049)
FM 4470/4474
C46090.11.13-A
C45620.03.14
11/2D/2013
ERD (TST6049)
FM 4470/4474
C46760.06.14
03/27/2014
06/19/2014
ERD (TST6049)
FM 4470/4474
C47320.03.14-RS
04/01/2015
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
FM
CTR-SC8995.10.15
10/14/2015
10/1412015
ERD (TST6049)
4470/4474
FM 4470
CrR-SC9935.01.16
ERD (TST6049)
FM 4470/4474
CTR-SC9920.01.16-RI
01/20/2016
ERD (TST6049)
FM 4470/4474
CrR-SC10420.01.16
CrR-SC9175.09.16.1
01/25/2016
09/06/2016
Exterior Research and Design, U.C.
CerWeate oJAuthorhotion B9503
6'"EDITION (2017)FBC NON-HVHZ EVALUATION
Evaluation Report 3520.03.04-R20
CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 6SI.5847
FL2533-R19
Revision 20: 09/14/2017
Page 2 of 6
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�JTRINIIY'ERD
PRODUCT DESCRIP11 N:
This Evaluation Rep rt covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed
Corporation publis ed installation instructions and the Limitations / Conditions of Use herein. The following
CertainTeed produc s makeup the subject systems.
"
_ TABLE I:ROLL-GOODS FOR FLINTLASTIC®.MODIFIED BRUMEN ROOF SYSTEMS
Type
Product
Specification
Reference
Grade
Type
din#lasti SA'%ISiil5W
GlasbaseTM Base Sheet
ASTM D4601
ASTM D4601
N/A
N/A
II
II
Base Sheets
All Weather/EmpireTM Base
ASTM D4601
N/A
II
FlexiglasTM Base
ASTM D4601
N/A
II
FlintlasticTM Base 20
ASTM D4601
N/A
iI
Flintlastic Poly SMS Base Sheet
ASTM D4601
N/A
II
Yosemite® Venting Base
ASTM D4897
N/A
II
Ply Sheets
Flintglas® Ply 4
ASTM D2178
N/A
IV
Flintglas® Premium Ply 6
ASTM D2178
N/A
VI
Base/Ply Membranes (
PP)
Flintlastic® APP Base T
Flintlastic®—STA
ASTM D6509
N/A
N/A
ASTM D6222
S
I
Flintlastic® STA plus
ASTM D6222
5
I
Flintlastic® STA
ASTM D6222
5
I
Flintlastic° STA Plus
ASTM D6222
S
I
Cap Membranes (APP)
Flintlastic® GTA
ASTM D6222
G
I
Flintlastic® GTA CoolStarTM
ASTM D6222
G
I
Flintlastic® GTA-FR
ASTM D6222
G
Flintlastic® GTA-FR CoolStar-
ASTM D6222
G
Flintlastic SA PlyBase
ASTM D1970
N/A
N/A
Black Diamond® Base Sheet
ASTM D1970
N/A
N/A
Base/Ply Membranes (
BS)
Flintlastic SA Mid Ply
Flintlastic Ultra Glass SA
ASTM D6163
S
I
ASTM D6163
5
I
Flintlastic Base 20
ASTM D6163
S
I
Flintlastic Base 20T
ASTM D6163
5
Flintlastic Ultra Poly SMS Base Sheet
ASTM D6164
S
Flintlastic FR Dual Cap
ASTM 06162
G
5lintlastl'cSATCepiR9
ASTM D6163
G
I
Flintlastic 5 ap FR oolStar-
ASTM D6163
G
I
Flintlastic Cap 30
ASTM D6163
G
Flintlastic Cap 30 CoolStar-
ASTM D6163
G
I
Flintlastic FR Cap 30
ASTM D6163
G
I
Flintlastic FR Cap 30 CoolStarTM
ASTM D6163
G
Flintlastic FR Cap 30 T
ASTM D6163
G
I
Flintlastic FR Cap 30 T CoolStar-
ASTM D6163
G
I
Cap Membranes (SBS)
Flintlastic SA Cap
ASTM D6164
G
I
Flintlastic SA Cap CoolStar-
ASTM D6164
G
Flintlastic FR-P
ASTM D6164
G
I
Flintlastic FR-P CoolStarTM
ASTM D6164
G
Flintlastic GMS
ASTM D6164
G
I
Flintlastic GMS CoolStarTM
ASTM D6164
G
I
Flintlastic GTS
ASTM D6164
G
II
Flintlastic GTS CoolStarTM
ASTM D6164
G
II
Flintlastic GTS-FR
ASTM D6164
G
II
Flintlastic GTS-FR CoolStaf
ASTM D6164
G
11
Flintlastic Premium FR-P
ASTM D6164
G
II
Flintlastic Premium FR-P CoolStarTM
ASTM D6164
G
II
Exterior Research and Design, I.I.C.
Cert/lftte ofAuthorlruuoa N3so3 eEDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report3520L2S33-R20
CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651.5847 Revision 20: 09/14/2017
Page 4 of 6
S. LIMITATIONS:
5.2
This is a bt
Designer of
for permitter
5.2
This Evaluate
5.3
Refer to a cL
5.4
For steel det
with FBC 26(
5.5
The roof sy;
members st
Jurisdiction.
Approval dot
5.6
Forrecoverii
5.7
For mechanic
for the selec
FBC Chapter
professional
Prevention C
137. Asseml
Prevention D
5.8
For assembli
assembly sha
rational analy
5.9
For mechanic
existing deck
to the minima
FX-1 or Testin
5.10
For bonded in
existing deck c
any surface a
with AN51/SPf
124 shall be cc
5.11
For bonded it
system shall t
Authority Havi
Loss Preventic
5.12
Metal edge at
FBC Chapter 1(
RAS 111, excl
1609.3(3).
5.13
All products in
FN0
tiJ TRINITY I ERD
ding code evaluation. Neither Trinity(ERD nor Robert Nieminen, P.E. are, in any way, the
ecord for any project on which this Evaluation Report, or previous versions thereof, is/was used
or design guidance unless retained specifically for that purpose.
m Report is not for use in HVHZ jurisdictions.
rent UL Roofing Materials Directory for fire ratings of this product.
installations, foam plastic insulation shall be separated from the building interior in accordance'
1.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
ern evaluation herein pertains to above -deck roof components. Roof decks and structural
ill be in accordance with FBC requirements to the satisfaction of the Authority Having
Load resistance of the roof deck shall be documented through proper codified and/or FBC
Imen4�Yinn
itallations, the existing roof shall be examined in accordance with FBC 1511.
Ily attached insulation or membrane or strip -bonded insulation, the maximum design pressure
d assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
1.6. Zones 2 and 3 shall employ an attachment density designed by a qualified design
resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss
to Sheet 1-29, Roofing Application Standard.RAS 117 and Roofing Application Standard RAS
es marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss
:a Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
with all components fully bonded in place, the maximum design pressure for the selected
meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
s is permitted for these systems.
ly attached insulation or membrane over existing roof decks, fasteners shall be tested in the
r withdrawal resistance. A qualified design professional shall review the data for comparison
n requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
Application Standard TAS 105.
ilation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing roof surface shall be examined for compatibility with the adhesive to be installed. If
ditions exist that bring system performance into question, field uplift testing in accordance
IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
ducted on mock-ups of the proposed new roof assembly.
ulation or membrane over existing substrates in a recover installation, the existing roof
capable of resisting project design pressures on its own merit to the satisfaction of the
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Data Sheet 1-52 or Testing Application Standard TAS 124.
chment (except gutters), shall be designed and installed for wind loads in accordance with
Ind tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
t the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
roof assembly shall have quality assurance in accordance with FAC Rule 61620-3.
Exterior Research and Design, I.I.C.
Ced!lrmeo)Authari:addnA9so3 eEDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report 3520L2S33-R20
Certalni Flintlastic® Modified Bitumen Roof Systems; (610) 651-5S47 FL/14/2017
Revision Z0: 09/14/2017
Page 5 of 6
6. INSTALLATION:
6.1 Flintlastic® M
Published inst
6.2 System attach
Design Pressu
the ultimate
applied). Refe
7. BUILDING PERMIT RE
As required by the B
this product.
8. MANUFACTURING P
Contactthe named
9. QUALITY ASSURANCE
UL, U.C. — QUA9625;
- TM.
Exterior Research and Design, LLC.
CerNj(mte OfAuthonuman 09503
l -J I RINIIY ERD
Wiltied Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation
Illation instructions, subject to the Limitations / Conditions of Use herein.
vent requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
e is the result of testing for wind load resistance based on allowable wind loads, and reflects
assing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
to FBC 1609 for determination of design wind loads.
Official or Authority Having Jurisdiction in order to properly evaluate the installation of
entity for manufacturing facilities covered by F.A.C. Rule 61620-3 CIA requirements.
248-6409, karen.buchmann@us.ul.com
THAT FOLLOW FORM PART OFTHIS EVALUATION REPORT -
6TeEDITION (2017) FBC NON-HVHZ EVALUATION
Flintlastic® Modified Bitumen Roof Systems; (610) 651-SS47
Evaluation Report 3520.03.04-R20
FL2533-R19
Revision 20; 09/14/2017
Page 6 of 6
- IAOLLIU 7YUD PECKS— NEW CONS'
-. SYSTEM TYPE D: INSULATED, MECHANICALL
System Deck Insulation layers)
No� (Note 3) Type Attach
Base
SELF -A DHERING SYSTEMS: ,'
Min. 19/32-Inch Min. 1.5-Inch, One
W-34 plywood at max 24- or more layers, Prelim.
Attach Flintlastic SA NallNote
loch spans any combination
f-
i
Min. 15/32-Inch
W-35
plywood at max 24-
inch spans
W-36
Min. 15/32-Inch
plywood at max 24-
Inch spans
'- HYBRID SYSTEMS.
Min. 35/32-Inch
W-37
plywood at max 24.
Inch spans
W-38
W-39
,,jTRINIlYjERD
IUCTION, REROOF (TEAR-OFpf oR RECOVEfL-
kTTACHEDBASE$HEFT, BONDEDROOFCOVER`
Base or Anchor Sheet Roof Cover (Note 14) MDP
Fasteners Attach
Ply Cap (psf)
Flintfast 31n. Insulation Plates
Min.1.5-Inch, One
with FIIntFast #12 or#14,
or more layers,
Prelim.
Attach
Flintlastic SA NailBase
Trufast 3" Metal Insulation
any combination
Plates with DP or HD, OMG 3
in. Round Metal Plates with
OMG#14HD
Flintfast 3 in. Insulation Plates
Min.1.5-Inch, One
with Flintfast 1112 or #14;
or more layers,
Prelim.
Attach
IintlasticSA NailBase
Trufast 3" Metal Insulation
any combination
Plates with DP or HD,, OMG 3
In. Round Metal Plates with
2MG#14HD
Flintfast 3 in. Insulation Plates
Min.1.5-Inch, One
Prelim.Trufast
with FlintFast #12 or 414,
or more layers,
y
Attach
=Base20;
lySMSany
3" Metal Insulation
combination
Base
Plateswith DP or HD; OMG 3
(n. Round Metal Plates with
CMG #14 HD
MIn. 19/32-Inch
Min. 1.5-inch, One
Prelim.
Glasbase;. Flexiglas;
plywood at max 24-
or more layers,
Attach
Base Poly SMS
Note
Inch spans
any combination
Base Ultrstica
Base; Ultra Poly SMS Base
S
Min. 15/32-inch
Min. 1.5-inch, One
Glasbase; Flexiglas;
with FllntFast#12 or#14,
plywood at max 24-
or more layers,
y
Prelim.
Flintlastic Base 20; Poly SMS
Trufast 3" Metal Insulation
inch Spans
any combination
Attach
Base; Ultra Poly SMS Base
Plates with DP or HD; OMG 3
In. Round Metal Plates with
OMG #14 HD
8-Inch o.c. at min. 3-Inch lap and fl-
inch o.c. In two (2), equally spaced,
staggered center rows; Stress plates
shall be primed with FIIntPrime
(Optional)
SBS-SA
SBS-SA
-62.5•
(ASTM D41) primer or FlintPrime SA
6-Inch o.c. at min. 2-inch lap and 6-
inch o.c, in three (3), equally spaced,
staggered center rows; Stress plates
shall he primed with FIIntPrime
(Optional)
SBS-SA
SBS-SA
-97,5+
(ASTM D41) primer or FIIntPrime SA.
6-Inch o.c. at min. 2-Inch lap and 6-
inch o.c. In four (4), equally spaced,
staggered center rows; Stress plates
shall be primed with FlintPrime
(Optional)
SBS-SA
SBS SA
-127.5•
(ASTM D41) primer or FIIntPrime SA.
6-Inch o.c. at 4-inch lap and 6-Inch
o.c. In three (3), equally spaced,
staggered center rows; Stress plates
shall be primed with FlintPrime
SBS-SA-H
SBS-AA, SBS-
TA or APP-TA
-97.5
(ASTM D41) primer or FlintPrime SA.
7-inch O.C. at 3-inch lap and 7-Inch
o.c. in three (3), equally spaced,
staggered center rows
SBS-SA-H
SBS-AA, SBS-
TA or APP-TA
-105.0
6-Inch o.c. at 4-inch lap and 6-Inch
o.c. in four (4), equally spaced,
staggered center rows; Stress plates
shall be primed with Fin tPrime
SBS-SA-H
SBS-AA, SBS-
TAorAPP-TA
-127.5
(ASTM D41) primer or FIIntPrime SA
Exterior Research and Design, I.I.C. d/b/a Trinity)ERO
Certificate of Authorization 49503 Evaluation Report 3520.03.04-R19 for FL2533-R18
FBC d Corporation;
on; (61 ) 651 Revision 19: 06/06/2027
Prepared by: Robert Nleminen, PE-59166 Certaln7eed Corporation; (610) 651.5847
Appendix 1, Page 10 of 57