HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY EXTERIOR RESEARCH & DESIGN, I.I.C.
4 82. Lucie 'Count/ Certificate of Authorization €l9503
\-11T® IN'TYI ER® 353 Christian Street
(� Oxford, CT'06478
(203) 262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3520.03.04-1120
20 Moores Road FL2533-1119,-
Malvern, PA 19355 Date of Issuance: 09/19/2005
(610) 651-5847 Revision 20: 09/14/,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: Flintlastic® Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with therequirements 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 I 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 6, plus a 57-page Appendix.
Prepared by:
t J.M. Nieminen, P.E.
Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 09/14/2017. This does not serve as an electronically signed
document.
IFICATION OF INDEPENDENCE:
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.
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.
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.
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.
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.
��fRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Flintlastic® Modified Bitumen Roof Systems, as produced by Certa(nTeed Corporation,
have demonstrated compliance with the following sections of the a 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
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:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
Research and Design, I.I.C.
s ofAuthortzatlan #9503
Examination
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
TAS 117(B), Rupture
FM 4470/4474
FM 4470/4474
Physical Properties
FM 4470/4474
FM 4470/4474
TAS 117(A)
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470
FM 4470/4474
FM 4470/4474
Reference
3504.06.01-1
3513.08.02
03515.07.03
3519.12.03
3522.07.04
02843.02.05-11
3533.01.06
4674.11.01-1
3535.10.06
3521.07.04-111
02764.09.05-R1
02762.03.05-R1
C7290.01.08
C10080.09.08
C8370.08.08-R1
P6860.06.07-111
C30310.12.09
C30560.03.10
C31420.08.10
C33980.12.10
C33830.02.11
C35500.02.11
C37820.07.12
C37830.07.12
C42110.08.12
C39670.08.12
C42280.08.12
A35880.04.12-111
C44580.07.13
C46090.11.13-A
C45620.03.14
C46760.05.14
C47320.03.14-111
CTR-SC8995.10.15
CTR-5C9935.01.16
CTR-SC9920.01.16-R1
CTR-SC10420.01.16
CTR-SC9175.09.16-1
0 EDITION (2017) FBC NON-HVHZ EVALUATION
CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847
Date
06/05/2001
08/15/2002
07/22/2003
12/22/2003
07/28/2004
02/10/2005
01/06/2006
03/21/2006
10/31/2006
10/26/2007
12/10/2007
12/10/2007
01/16/2008
09/04/2008
10/05/2009
09/10/2009
12/17/2009
03/18/2010
09/21/2010
12/22/2010
02/08/2011
02/09/2011
07/24/2012
07/26/2012
08/13/2012
08/20/2012
08/20/2012
10/26/2012
07/25/2013
11/20/2013
03/27/2014
06/19/2014
04/01/2015
10/14/2015
01/14/2016
01/20/2016
01/25/2016
09/06/2016
Evaluation Report 3520.03.04-R26
FL2533-R19
Revision 20: 09/14/2017
Page 2 of 6
Kntbt
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
MTI(TST2508)
MTI (TST2508)
MTI (TST2508)
MTI (TST2508)
MTI (TST2508)
MTI (TST2508)
MTI (TST2508)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
UL, LLC. (QUA9625)
Research and Design, U.C.
a of Authorization #9503
Examination
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4474
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical properties
Physical properties
Physical properties
Physical properties
Physical properties
Physical properties
Physical properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Quality Assurance
Reference
CTR-SC9175.09.16-1
CTR-SC11590.08.16-RI
CTR-SC12255.12.16
CRT-SC15775.17
OE3A2.AM
3WOA4.AM
3WOA2.AM
3WOA3.AM
1Z4A6.AM
3Y8A1.AM
2DSA9.AM
3009502
3008869
3009610
3006025
3012321
3009814
3014502
3015444
3014692
3014751
3018579
3020703
3021759
3022038
3023458
3026128
3024311
3025766
3028410
3026964
3031262
3031199
3032172
3037127
3039848
3046104
3048520
DXO8C4A
DX20E3A
DX20E3A-001
AX31GBA
AX31GSD
AX31G8F
AX21G8C
CTC-032-02-01
CTC-034-02-01
CTC-066-02-01
CTC-067-02-01
CTC-068-02-01
CTC-070-02-01
CTC-071-02-01
CTC-093-02-01
CTC-116-02-01
CTC-183-02-01
CTC-259-02-01
Service Confirmation, R11656
eEDITION (2017) FBC NON-HVHZ EVALUATION
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847
�-\J TRINITY { ERD
Date
09/06/2016
09/06/2016
12/27/2016
09/13/2017
03/30/1982
03/16/1993
03/17/1993
03/17/1993
09/11/1996
09/30/1996
06/22/1999
12/12/2000
03/19/2001
10/15/2001
12/28/2001
07/29/2002
09/06/2002
04/04/2003
07/11/2003
08/05/2003
08/27/2003
10/09/2003
07/30/2004
06/03/2005
04/05/2006
07/18/2006
08/04/2006
11/01/2006
11/13/2006
02/19/2007
07/25/2007
11/30/2007
12/23/2008
06/12/2009
01/11/2010
12/02/2011
08/13/2013
09/19/2013
03/22/2004
03/22/2004
01/04/2006
08/21/2008
09/05/2008
06/05/2009
01/28/2011
01/16/2008
11/24/2008
08/08/2011
08/08/2011
08/08/2011
08/08/2011
08/08/2011
08/08/2011
04/03/2012
10/04/2013
12/11/2015
Exp.03/09/2020
Evaluation Report 3520.03.04-R20
FL2533-R19
Revision 20: 09/14/2017
Page 3 of 6
\/ TRINITY I ERD
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed
Corporation published installation instructions and the Limitations / Conditions of Use herein. The following
CertainTeed products make up the subject systems.
TABLE,I::ROLL-GOODS FOR FLINTLASTIC® MODIFIED BITMEN ROOF SYSTEMS
U
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Flintlastic® SA NailBase`4?
ASTM D4601
N/A
II
Glasbasel Base Sheet —
ASTM D4601
N/A
II
All Weather/Empire- Base
ASTM D4601
N/A
II
FlexiglasTM Base
ASTM D4601
N/A
II
Flintlastic' 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 (APP)
Flintlastic® APP Base T
ASTM D6509
N/A
N/A
Flintlastic® STA
ASTM D6222
S
I
Flintlastic® STA Plus
ASTM D6222
S
I
Cap Membranes (APP)
Flintlastic® STA
ASTM D6222
S
I
Flintlastic® STA Plus
ASTM D6222
S
I
Flintlastic® GTA
ASTM D6222
G
I
Flintlastic® GTA CoolStarTM'
ASTM D6222
G
I
Flintlastic" GTA-FR
ASTM D6222
G
I
Flintlastic® GTA-FR CoolStarTM'
ASTM D6222
G
I
Base/Ply Membranes (SBS)
Flintlastic SA P1yBase
Black Diamond° Base Sheet
Flintlastic SA Mid Ply
ASTM D1970
ASTM D1970
ASTM D6163
N/A
N/A
S
N/A
N/A
I
lUltra Glass SA
Fli::is
ASTM D6163
S
I
Base 20
ASTM D6163
S
I
Base 20 T
ASTM D6163
S
I
Ultra Poly SMgBase eet
ASTM D6164
S
I
Cap Membranes (SBS)
FR Dual Cap
ASTM D6162
G
I
Flintlastic SA Cap FR
ASTM D6163
G
I
Flintlastic SA Cap FR CoolStarTM'
ASTM D6163
G
I
Flintlastic Cap 30
ASTM D6163
G
1
Flintlastic Cap 30 CoolStarTM'
ASTM D6163
G
I
Flintlastic FR Cap 30
ASTM D6163
G
I
Flintlastic FR Cap 30 CoolStarTM
ASTM D6163
G
I
Flintlastic FR Cap 30 T
ASTM D6163
G
I
Flintlastic FR Cap 30 T CoolStarTM
ASTM D6163
G
1
'Flintlastic SA Cap j
ASTM D6164
G
I
"FIT to lastic SA Cap CoolStar-
ASTM D6164
G
I
astic FR-P
ASTM D6164
astic FR-P CoolStarTM
ASTM D6164
astic GMS •
ASTM D6164
astic GMS CoolStarTm
ASTM D6164
G
astic GTS
RiumFR-P
ASTM D6164
G
stic GTS CoolStarTM
ASTM D6164
G
astic GTS-FR
ASTM D6164
G
stic GTS-FR CoolStarTM
ASTM D6164
G
stic PremiumFR-P
ASTM D6164
Gstic
Premium FR-P CoolStarTM
ASTM D6164
GUI
Research and Design, LLC. Evaluation Report 3520.03.04-R20
eofAuthorizotion#-gso3 6T"EDITION (2017) FBCNON-HVHZ EVALUATION FL2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 651-5847 Revision 20: 09/14/2017
Page 4 of 6
1 �
`/ TRINITY � ERD
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityERD 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 HVHZ jurisdictions.
5.3 Refer to a current LIL Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing.,roofdecks, fasteners shall-bein-th
eJ
existing deck for withdrawal resistancg: —A-qualified esign professional`shall review the dat-for comparison
o the minimum regwreme`nts for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the the
of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (excep gi of er`s), shall be designed and installed for wind loads in accordance with
FBCzChapter- 6 and-reste`d-for fesis anceirLaccor.dance-with.ANSI/SRRI ESA- or Roofing Ag �licat_ion-Standard,
TA 1r1;-except-the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
Research and Design, LLC. Evaluation Report 3520.03.04-R20
r ojAuthorizatlon #9s03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
CertainTeed Flintlastic° Modified Bitumen Roof Systems, (610) 651-5847 Revision 20: 09/14/2017
Page 5 of 6
6. INSTALLATION:
7.
8.
9.
J�TRINITYIERD
6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation
published installation instructions, subject to the Limitations / Conditions of Use herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 2504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
QUALITY ASSURANCE ENTITY:
UL, LLC.—QUA9625; (414) 248-6409, karen.buchmann@us.ul.com
- THE 57-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Research and Design, I.I.C. Evaluation Report 3520.03.04-R20
�oJAuthorirotTonl19503 6'EDITION (2017) FBC NON-HVHZ EVALUATION F1.2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 6 of 6
'J TRINITY I ERD
I
TA — ;
REROOF (TOvt-OFF)
SYSTEM TYPE E NON -INSULATED NIECHA I ALY ATTACHED BA
� .: , . .-.. : .:. . - .. , .: ASE SHEET, BONDED ROOF..
System Deck Base Sheet Roof Cover (Note 14) MDP
No (Note 1) Base Fasteners Attach Ply Cap (psf)
SELFADHERING SYSTEMS: :;, - •. . •: . •, . ',�;, -
-
9-inch o.c. at min. 3-inch lap and 12-Inch o.c, in
W-51
Min.15/32-inch plywood at
max 24inch spans
Flintlastic SA NailBase
Simplex MAXX Cap
two (2), equally spaced, staggered center rows;
(Optional) SBS-
SBS-SA
*
Stress plates shall be primed with FlintPrime
SA
45.0
(ASTM D41) primer.
W-52
Min. 15/32-inch plywood at
Flintlastic SA NailBase
Min. 1-inch long, 12 ga. Simplex
6-inch o.c. at min. 2-inch la and 6-Inch o.c. in
P
(Optional) SBS-
max 24-inch spans
P
Metal Cap Nails
four (4), equally spaced, staggered center rows
SA
SBS-SA
-52.5
Min. 19/32-inch plywood at
32 ga., 1-5/8-inch dia, tin caps
8-inch o.c. at min. 2-inch lap and 8-inch o.c. in
W-53
max. 24inch spans
Flintlastic SA NailBase
with 11 ga. annular ring shank
three (3), equally spaced, staggered center
(Optional) SBS-
SBS-SA
-52.5
nails
rows
SA
Min. I
plywood at
32 ga.,1-5/8-inch dia. tin caps
8-inch o.c. at min. 2-inch lap and 8-inch o.c. in
W-54
24-inc sp
max. 24-inch spans
Flintlastic SA NailBase
with 11 ga. annular ring shank
three (3), equally spaced, staggered center
(Optional) SBS-
SBS-SA
-60.0
nails
rows
8-inch o.c. at min, 3-inch lap and 8-inch o.c. In
W-55
Min. 15/32-inch plywood at
max 24-inch spans
Flintlastic SA NailBase
Simplex MAXX Cap
three (3), equally spaced, staggered center
(Optional) SBS-
SBS-SA
rows; Stress plates shall be primed with
SA
-67.5
FlintPrime (ASTM D41) primer.
W-56
t
ffMm. 19/32-inch plywood, at
J:,;- :- .
max 24-inch spans
Flintlastic SA NailBase
32 ga.,1-5/8 inch dia. tin caps
with it ga. annular ring shank
(Optional) SBS-
)
SA
SBS-SA
75.0
6-inch o.c. at min. 2-inch lap and 6-inch o_c. in
—
four (4), equally spaced, staggered center rows
r
nails
Cap nails: 1-inch diameter,
W 57
Min.15/32-inch plywood at
Flintlastic SA NailBase
0.032-inch thick metal cap with
7-inch o.c, at min. 4-inch laps and 7-inch o.c. in
(Optional) SBS-
max 24-inch spans
0.120" shank diameter, annular
five (5), equally spaced, staggered center rows
SA
SBS-SA
-75.0
ring shank nails
W-58
Min. 19/32-inch plywood at
Flintlastic SA NailBase
32 ga., 1-5/8-inch dia. tin caps
with 11 ga. annular ring shank
o.c. at min. 2-inch lap and 4-inch in
(Optional) SBS-
max 24-inch spans
nails
four (
four (4), equally spaced, staggered centerr rows
SA
SBS-SA
-105.0
;HYBRID SYSTEMS .' �.•.. s;. t:.
.. • � .
VV-59
Min.19/32-Inch exterior grade
g
Glasbase; Plexiglas; Flintlastic
Base as All Weather Empire
/ P
32 ga., 1-5/8-inch dia. tin caps
with it ga. annular ring shank
9-inch o.c. at 4-inch lap and 12 Inch o c. In two
SBS-AA SBS TA
plywood at max 24-inch spans
Base; Poly SMS Base; Ultra Poly
nails
(2), equally spaced, staggered center rows
SBS-SA-H
or APP-TA
-45.0*
SMS Base
Glasbase; Flexiglas; Flintlastic
W-60
Min. 15/32-inch plywood at
Base 20; All Weather / Empire
Min. 1-inch long, 12 ga. Simplex
6-inch o.c. at 3-inch lap and 6-inch o.c, in four
SBS-AA, SBS-TA
max 24-inch spans
Base; Poly SMS Base; Ultra Poly
Metal Cap Nails
(4), equally spaced, staggered center rows
SBS-SA H
or APP-TA
52.5
SMS Base
Exterior Research and Design, I.I.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
CertalnTeed
6' EDITION (2017) FBC NON-HVHZ EVALUATION
Evaluation Report
Appendix 1, Page 13 of 57