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OFFICE USE ONLY:
DATE FILED: ��6.Zo ' U bk; ��NW PERMIT #
REVISION FEE: �� �� 3t WPMy(aNO RECEIPT #
PLANNING& DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
FI2 RGINIA AVENUE
d V I FORTT P PIEE RCE FL 34982.5652 RECEIVED
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS J U N 2 0 2018
PROJECT INFORMATION ST. Lucie cQunty, Permitting
LOCATION/SITE
ADDRESS:
103 SE El Sito Ct. Port St Lucie
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
switching material from shingles to SA Nail Base and SA Cap sheet
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ccc1330002 , ST. LUCIE CO CERT. #:
BUSINESS NAME: Southeast General Contractors Group
QUALIFIERS NAME: Larry Mcdonald
ADDRESS: 10380 SW Village Center Dr. # 232
CITY: Port St Lucie STATE: FL ZIP: 34987
PHONE (DAYTIME): 8774073535 I Fes; 8777560007
OWNER/BUILDER INFORMATION:
NAME: Richard Sapienza
ADDRESS:103 SE El Sito Ct
CITY: Port St Lucie
PHONE (DAYTIME: 7542453311
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: N/A
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
FAX:
ZIP: 34983
ZIP:
SLCCC: 9123109
Revised 06/30/17 REVISION
8/20/2018 Florida Building Code Online
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FL #
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Comments
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RECEII ED
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Approved THESE PLANS AN n
ARE SUBJECT tit
REQUIRED BY FIELD INSPECTOR$ RA�i`
OYMPLNECESSARY IAPP APPLICABLE CODES.
O
CertainTeed Corporation -Roofing
20 Moores Road
Malvern, PA 19355
(610) 893-5400
mark.d.harner@saint-gobain.com
Mark Harrier
mark.d.harner@saint-gobain.com
Mark D. Harrier
18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
MR"oofl
odlfied Bitumen Roof Syst In
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report FILE Cori
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
FL2533 R19 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year (of Standard) Standard
Year
( 06 �— o -j 1 ASTM D6162
��`��
2008
—
ASTM D6163
ASTM
2008
D6164
ST. LUCIE COUNTY BUILDING DI ION ASTM D6222
REVIEWED FOR COMPLIANCE
2011
2011
REVIEWED Y /��/`66l ASTM D6509
2009
DATE FM 4470
2012
PLANS AN
ERN MIUST BE KEP N JOB FM 4474
2011
SITE OR NO INSPECTIONS) WILL BE MADE
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSba[V%2f8EtfOKaMJ8DZjrsl9llJrEkrQp/p3dp/o3d
1/2
-6/20/2018
Certified By
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/14/2017
09/15/2017
09/19/2017
12/12/2017
FL #
Model, Number or Name
Description
2533.1
Flintlastic Modified Bitumen
Modified Bitumen Roof Systems
Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL2533 R19 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL2533-
R19.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen, PE PE-59166
Design Pressure: +N/A/-635
Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Use.
Evaluation Reports
2.) The design pressure noted in this application
FL2533 R19 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL2533-
R19.pdf
relates to one specific system. Refer to the ER
Appendix for all systems and max design
Created by Independent Third Party: Yes
pressures.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
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EXTERIOR RESEARCH & DESIGN, I.I.C.
C)o Certificate of Authorization #9503
TRINITY I ERD 353 Christian Street
Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3520.03.04-11120
20 Moores Road J�s`Ra
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 6tmEditio_nd2017) Flo7id Btiildm�tCode sections noted herein.
DESCRIPTION :sElintlas,#c-&ModifiddlRitumen RooflSJPMS
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 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:
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 09/14/2017. This does not serve as an electronically signed
document.
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, 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.
5. This is a building code evaluation. Neither Trinity IERD 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.
ij
�\,I"TRiNinlERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: FlintlasticO Modified Bitumen Roof Systems, as produced by CertainTeed Corporation,
have demonstrated compliance with the following sections of the 6th 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 hereih.
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
Examination
Reference
Date
ERD (TST6049)
FM 4470
3504.06.01-1
06/05/2001
ERD (TST6049)
FM 4470
3513.08.02
08/15/2002
ERD (TST6049)
FM 4470
03515.07.03
07/22/2003
ERD (TST6049)
FM 4470
3519.12.03
12/22/2003
ERD (TST6049)
FM 4470/4474
3522.07.04
07/28/2004
ERD (TST6049)
FM 4470/4474
02843.02.05-11
02/10/2005
ERD (TST6049)
FM 4470/4474
3533.01.06
01/06/2006
ERD (TST6049)
FM 4470/4474
4674.11.01-1
03/21/2006
ERD (TST6049)
Physical Properties
3535.10.06
10/31/2006
ERD (TST6049)
FM 4470/4474
3521.07.04-111
10/26/2007
ERD (TST6049)
FM 4470/4474
02764.09.05-R1
12/10/2007
ERD (TST6049)
FM 4470/4474
02762.03.05-R1
12/10/2007
ERD (TST6049)
Physical Properties
C7290.01.08
01/16/2008
ERD (TST6049)
Physical Properties
C10080.09.08
09/04/2008
ERD (TST6049)
FM 4470/4474
C8370.08.08-R1
10/05/2009
ERD (TST6049)
FM 4470/4474
P6860.06.07-R1
09/10/2009
ERD (TST6049)
FM 4470/4474
C30310.12.09
12/17/2009
ERD (TST6049)
FM 4470/4474
C30560.03.10
03/18/2010
ERD (TST6049)
FM 4470/4474
C31420.08.10
09/21/2010
ERD (TST6049)
FM 4470/4474
C33980.12.10
12/22/2010
ERD (TST6049)
FM 4470/4474
C33830.02.11
02/08/2011
ERD (TST6049)
TAS 117(B), Rupture
C35500.02.11
02/09/2011
ERD (TST6049)
FM 4470/4474
C37820.07.12
07/24/2012
ERD (TST6049)
FM 4470/4474
C37830.07.12
07/26/2012
ERD (TST6049)
Physical Properties
C42110.08.12
08/13/2012
ERD (TST6049)
FM 4470/4474
C39670.08.12
08/20/2012
ERD (TST6049)
FM 4470/4474
C42280.08.12
08/20/2012
ERD (TST6049)
TAS 117(A)
A35880.04.12-R1
10/26/2012
ERD (TST6049)
FM 4470/4474
C44580.07.13
07/25/2013
ERD (TST6049)
FM 4470/4474
C46090.11.13-A
11/20/2013
ERD (TST6049)
FM 4470/4474
C45620.03.14
03/27/2014
ERD (TST6049)
FM 4470/4474
C46760.06.14
06/19/2014
ERD (TST6049)
FM 4470/4474
C47320.03.14-R1
04/01/2015
ERD (TST6049)
FM 4470/4474
CTR-SC8995.10.15
10/14/2015
ERD (TST6049)
FM 4470/4474
CTR-SC9935.01.16
01/14/2016
ERD (TST6049)
FM 4470
CTR-SC9920.01.16-RI
01/20/2016
ERD (TST6049)
FM 4470/4474
CTR-SC10420.01.16
01/25/2016
ERD (TST6049)
FM 4470/4474
CTR-SC9175.09.16-1
09/06/2016
Exterior Research and Design, U.C. Evaluation Report 3520.03.04-R20
Certiftate ofAuthorizatlon #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION F1.2533-R39
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 2 of 6
TRINITY I ERD
Enti Examination Reference Date
ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016
ERD(TST6049) FM 4470/4474 CTR-SC11590.08.16-R1 09/06/2016
ERD(TST6049) FM 4470/4474 CTR-SC12255.12.16 12/27/2016
ERD(TST6049) FM 4474 CRT-SC15775.17 09/13/2017
FM Approvals (TST1867) FM 4470 OE3A2.AM 03/30/1982
FM Approvals (TST1867) FM 4470 3WOA4.AM 03/16/1993
FM Approvals (TST1867) FM 4470 3WOA2.AM 03/17/1993
FM Approvals (TST1867) FM 4470 3WOA3.AM 03/17/1993
FM Approvals (TST1867) FM 4470 1Z4A6.AM 09/11/1996
FM Approvals (TST1867) FM 4470 3YSAI.AM 09/30/1996
FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals (TST1867) FM 4470 3009502 12/12/2000
FM Approvals (TST1867) FM 4470 3008869 03/19/2001
FM Approvals (TST1867) FM 4470 3009610 10/15/2001
FM Approvals (TST1867) FM 4470 3006025 12/28/2001
FM Approvals (TST1867) FM 4470 3012321 07/29/2002
FM Approvals (TST1867) FM 4470 3009814 09/06/2002
FM Approvals (TST1867) FM 4470 3014502 04/04/2003
FM Approvals (TST1867) FM 4470 3015444 07/11/2003
FM Approvals (TST1867) FM 4470 3014692 08/05/2003
FM Approvals (TST1867) FM 4470 3014751 08/27/2003
FM Approvals (TST1867) FM 4470 3018579 10/09/2003
FM Approvals (TST1867) FM 4470/4474 3020703 07/30/2004
FM Approvals (TST1867) FM 4470/4474 3021759 06/03/2005
FM Approvals (TST1867) FM 4470/4474 3022038 04/05/2006
FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals (TST1867) FM 4470/4474 3026128 08/04/2006
FM Approvals (TST1867) FM 4470/4474 3024311 11/01/2006
FM Approvals (TST1867) FM 4470/4474 3025766 11/13/2006
FM Approvals (TST1867) FM 4470/4474 3028410 02/19/2007
FM Approvals (TST1867) FM 4470/4474 3026964 07/25/2007
FM Approvals (TST1867) FM 4470/4474 3031262 11/30/2007
FM Approvals (TST1867) FM 4470/4474 3031199 12/23/2008
FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals (TST1867) FM 4470/4474 3037127 01/11/2010
FM Approvals (TST1867) FM 4470/4474 3039848 12/02/2011
FM Approvals (TST1867) FM 4470/4474 3046104 08/13/2013
FM Approvals (TST1867) FM 4470/4474 3048520 09/19/2013
MTI (TST2508) Physical properties DX08C4A 03/22/2004
MTI (TST2508) Physical properties DX20E3A 03/22/2004
MTI (TST2508) Physical properties DX20E3A-001 01/04/2006
MTI (TST2508) Physical properties AX31G8A 08/21/2008
MTI (TST2508) Physical properties AX31G8D 09/05/2008
MTI (TST2508) Physical properties AX31G8F 06/05/2009
MTI (TST2508) Physical properties AX21G8C 01/28/2011
PRI(TST5878) Physical Properties CTC-032-02-01 01/16/2008
PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008
PRI(TSTS878) Physical Properties CTC-066-02-01 08/08/2011
PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-068-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-070-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-071-02-01 08/08/2011
PRI (TSTS878) Physical Properties CTC-093-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-116-02-01 04/03/2012
PRI (TST5878) Physical Properties CTC-183-02-01 10/04/2013
PRI(TST5878) Physical Properties CTC-259-02-01 12/11/2015
UL, I.I.C. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 03/09/2020
Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-R20
Certificate of Authoriratian#9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-1119
CertainTeed Flintlastic® Modified, Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 3 of 6
f
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 1: ROLL -GOODS FOR FLINTLASTICO MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Flintlastic® SA NailBase
ASTM D4601
N/A
II
G sbase— Base Sheet
ASTM D4601
N/A
II
All Weather/Empire'"" 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 (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 CoolStar-
ASTM D6222
G
I
Base/Ply Membranes (SBS)
Flintlastic SA PlyBase
ASTM D1970
N/A
N/A
Black Diamond® Base Sheet
ASTM D1970
N/A
N/A
Flintlastic SA Mid Ply
ASTM D6163
S
I
Flintlastic Ultra Glass SA
ASTM D6163
S
I
Flintlastic Base 20
ASTM D6163
S
I
Flintlastic Base 20 T
ASTM D6163
S
I
Flintlastic Ultra Poly SMS Base Sheet
ASTM D6164
S
I
Cap Membranes (SBS)
Flintlastic FR Dual Cap
ASTM D6162
G
I
Flintlastic SA Cap FR
ASTM D6163
G
I
Flintlastic SA Cap FR CoolStarl
ASTM D6163
G
I
Flintlastic Cap 30
ASTM D6163
G
I
Flintlastic Cap 30 CoolStar m
ASTM D6163
G
I
Flintlastic FR Cap 30
ASTM D6163
G
I
Flintlastic FR Cap 30 CoolStarT"
ASTM D6163
G
I
Flintlastic FR Cap 30 T
ASTM D6163
G
I
Flintlastic _FR Cap 30 T CoolStar'"
ASTM D6163
G
I
intlastic SA Cap
ASTM D6164
G
I
Flintlastic SA Cap CoolStar'""
ASTM D6164
G
I
Flintlastic FR-P
ASTM D6164
G
I
Flintlastic FR-P CoolStaff
ASTM D6164
G
I
Flintlastic GMS
ASTM D6164
G
I
Flintlastic GMS CoolStaff
ASTM D6164
G
I
Flintlastic GTS
ASTM D6164
G
II
Flintlastic GTS CoolStar'""
ASTM D6164
G
II
Flintlastic GTS-FR
ASTM D6164
G
II
Flintlastic GTS-FR CoolStarl"
ASTM D6164
G
II
Flintlastic Premium FR-P
ASTM D6164
G
II
Flintlastic Premium FR-P CoolStarlm
ASTM D6164
G
II
Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-R20
Certif)cateofAuthorizatlon#9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 4 of 6
TRINITY I ERD
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 roof 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
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 satisfaction 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 (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, 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.
Exterior Research and Design, LLC. Evaluation Report 3520.03.04-R20
Certificate of Authorization#9503 6TMEDITION (2017) FBC NON-HVHZ EVALUATION FL2533-1119
CertainTeed Fllntlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 5 of 6
TRINITY J ERD
6. INSTALLATION:
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 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
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:
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409, karen.buchmann@us.ul.com
- THE S7-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-R20
Certlflcate ofAuthorizatlon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017
Page 6 of 6
\I TRINITY ERD
TABLE 1E=1; WCIOD DECKS= NEVU CONSTRUCTION oa REROOF TEAR -OFF)
SYSTEM TYPE S: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet
Roof Cover (Note 14)
MDP
No.
(Note 1)
(PSO
Base Fasteners Attach
Ply Cap
SELF,- ADHERING SYSTEMS:
9-inch o.c. at min. 3-inch lap and 12-inch o.c. in
W-51
Min. 15/32-inch plywood at
Flintlastic SA NailBase
Simplex MAXX Cap
two (2), equally spaced, staggered center rows;
(Optional) SBS-
SBS-SA
-45.0*
max 24-inch spans
Stress plates shall be primed with FlintPrime
SA
(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 lap and 6-inch o.c. in
(Optional) SBS-
SBS-SA
-52.5
max 24-inch spans
Metal Cap Nails
four (4), equally spaced, staggered center rows
SA
I ood at Min.19/ 32-inch p
32 ga., 1-5/8-inch dia. tin caps
8-inch o.c, at min. 2-inch lap and 8-inch o.c. in
(Optional) SBS-
W-53
max. 24-inch spans
Flintlastic SA NailBase
with 11 ga. annular ring shank
three (3), equally spaced, staggered center
SA
SBS-SA
-52.5
nails
rows
Min.19/ 32-inch P Yw at I
plywood
32 ga., 1-5/8-inch dia. tin caps
8-inch o.c. at min. 2-inch lap and 8-inch o.c. in
(Optional) SBS-
W-54
max. 24 inch spans
Flintlastic SA NailBase
with 11 ga. annular ring shank
three_(3),_equally spaced, staggered center
SA
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
Flintlastic SA NailBase
Simplex MAXX Cap
three (3), equally spaced, staggered center
(Optional) SBS-
SBS-SA
-67.5
max 24-inch spans
rows; Stress plates shall be primed with
SA
FlintPrime (ASTM D41) primer.
W-56
Min. 19/32-inch plywood at
32 ga., 1-5/8-inch dia. tin caps
6-inch o.c. at min. 2-inch lap and 6-inch o.c. in
(Optional) SBS-
max 24-inch spans
Flintlastic SA NailBase
with 11 ga. annular ring shank
four (4), equally spaced, staggered center rows
SA
SBS-SA
-75.0
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-
SBS-SA
-75.0
max 24-inch spans
0.120" shank diameter, annular
five (5), equally spaced, staggered center rows
SA
ring shank nails
W-58
in. 19/32-inch p ywoo t
ga., -5 8; nch dia. tin ea' 5
-inch o:� a min.'' -Inc i ap an flinch o-c. i
(Optional) SBS-
-max - pans
mttasiic 7aii ase
ga, annular rin n
our 4 regoalipi aced lrts 8�[271[tenter rows
SA
S -
105.0
nal s
HYBRID SYSTEMS.
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
W 59
Min. 19/32-inch exterior grade
Base 20; All Weather / Empire
with it ga, annular ring shank
9-inch o.c. at 4-inch lap and 12-inch o.c. in two
585-SA-H
SBS-AA, SBS-TA
45.0*
plywood at max. 24-inch spans
P � P
Base; Poly SMS Base; Ultra Poly
y y
nails
(2), equally spaced, staggered center rows
or APP-TA
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, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847
Evaluation Report 3520.03.04-1120 for F1.2533-1119
Revision 20: 09/14/2017
Appendix 1, Page 13 of 57