HomeMy WebLinkAboutREVISION 6-21-18OFFICE USE ONLY: lQ �l %
l / oy
DATE FILED. PERMIT # R
REVISION FEE: RECEIPT #
s'm
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCANNE®
1 2300 VIRGINIA AVENUE
' FORT PIERCE, FL 34982-5652 By
(772) 462.1553 St Ludo UK*
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
151 SE Bonita S permit 1
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
changing flat roof system from a nailbase to certainteed direct deck w98
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC1331451
BUSINESS NAME: Storm Team construction Inc
QUALIFIERS NAME: William B Edwards
ADDRESS: 4050 US HWY 1
CITY: Jupiter STATE: FL
PHONE (DAYTIME): 561-512-5891
OWNER/BUILDER INFORMATION:
NAME: Austin Watts
ADDRESS:151 SE Bonita Ct
CITY: Port saint lucie
PHONE (DAYTIME:
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
SLCCC.9123109
Revised 06130/17
ST. LUCIE CO CERT. #:
FAX:
I
FAX:
ZIP: 33477
ZIP: 34983
ZIP:
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gi USER: Public User•
i
Product Aoproval Menu > Product or application Search > Qpolication List > Application Detail wO:3 r4
FL2533-1119 ��Lill
IN'C�
Application Type Revision '
Code version 2017 S` . LUCIE COUNTY BUILDING DIV ION /
Application Status Approved REVIEWED FOR COM IANCE
REVIEW B
DATEP(al
Comments PLANS AND RMI MUST BE K ON JOB ,
Archived - SITE OR NO INSPECTION(S) WkL BE MADE
`'!d
Product Manufacturer #edri'aint—O' ed�C orporation Roofin
Address/Phone/Email 20_Moores:Road 1- n-
Malvern, PA 19355
(610).893-5400
mark.d.harner@saint-gobain.com.
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Mark Harney
mark.d.hamer@saintrgobain.com
Mark D. Harrier
18 Moores Road
Malvern, PA 19355
(610) 651-5847 THES�y �L.�ANS AND ALL PROPOSED WORK
Mark. D.Halner@saint-ECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
COMPLNECESSARY IPPLIICABLE ODES.
Roofing
Modi ed Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
03/09/2020
John W. Knezevich, PE
'77
s c' VIIZ
v, Validation ,Checklist Hardcopy Received
Fi 2533 gjg col 2017 01 COI Nfemineri.odf
Standard
ASTM D6162
ASTM D6163
ASTM D6164
ASTM Dill
ASTM D6509
FM 4470
FM 4474
Year
2008
2008
2011
2011
2009
2012
2011
Equivalence of Product Standards CONCEALED FASTENERS On ATE ACHNf ENTS FILE COPY -
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Certified By
Sections from the Code
Product Approval Method Method 1 Option. D
Date Submitted
09/14/2017
Date Validated
09/15/2017
Date Pending FBC Approval
09/19/2017
Date Approved
12/12/2017
IFL#
� - ';�M!ri"� iltoor•,aysrems- - .�
>:�_. ._ _sue • - ...._.,-a._.--
Limi�ts of User" .--
Approved for use in HVHZ. No
Installation Instructions'
FL2533 R19 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
R19.pdf
Verified By: Robert Nieminen,, PE 0E591.66
Design Pressure: +N/A/-635
Created by Independent Third Party.: Yes
other: 1.) Refer to ER Section 5 for Limits of Use.
2.) The design pressure noted in this application
Evaluation Reports
FL2533 R19 AE 2017 09 FINAL ER CERTAINTEED MODBIT 1`1_2533-
relates to one specific system. Refer to the ER
R19.pdf
Appendix for all systems and max design
Created by Independent Third. Party: Yes
pressures.
8acl• rdext
Contact Us:: 2e01 Rlafr Scone Road, Tallahassee FL 32399 Phone: 850-487-1024
The State of Florida is an AA/EEO employer. C2WAght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ::.Refund Statement
UnderFlorida law, email addresses are public records. If you do not want your e-mail address Feleased in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or traditional mail If you have any questions, please.contact 850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licenseeslicensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emaiis 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
address, please provlde the Department with an, email address which can be made" available to the pubric. To determine if you are a licensee under Chapter 455, F.S.,
please dick here..
Product Approval Accepts:
® ®.. ®
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\.1 TRINITI( ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
CertainTeed Corporation Evaluation Report-3520.03.04•1120
20 Moores Road FL2533-R19
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 6:h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: F.lintlasttc®�Modtfled.Brtumen,Roof System "
LABELING: Labeling shall be in accordance with the requrements 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 DC4ANE1983
The facsimile seal appearing was authorized by Robert.Nleminen,
P.E. on 09A4/20M This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.I.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.
5. This is a building code evaluation. Neither Trinity IERD not 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.
QTRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen RoofSystems
Compliance Statement: Fiintlastic® Modified Bitumen Roof Systems, as. produced by CertainTeed Corporation,
have demonstrated`complianee with the following sections of the 6th Edition (2017) Florida Building Code through
testing in accordance with the following Standards. Compliancer is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Windy
FINI 4474
2011
1504.7
Impact
FM 4470
'2012
1501.11.2
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 D809
2009
3. REFERENCES:
99tAy
Examination
Reference
Date
ERD (TST6049)
FM 4470
3504.06.01-1
0610S11001
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
12122/2003
ERD (TST6049)
FM 4470/4474
3522.07.04;
07/29/2004
ERD (TST6049)
FM 4470/4474
0284102.05-11
02/10/2005
ERD (TST6049)
FM 4470/4474
3533.01.06
01/06/2006
ERD (TST6049)
FM 4470/4474.
4674.11.01-1
03/21/2606
ERD (TST6049)
Physical Properties
3835.16.06,
10/31/2006
ERD (TST6049)
FM 4470/4474
3521.07,04-111
10/26/2007
ERD (TST6049)
FM4470/4474
02764.09.05-R1
12/10/2007
ERD (TST6049)
FM 4470/4474
02762.03.05=111
12/10/2007
ERD (TST6049)
Physical Properties
C7290.01.08
01/16/2008
ERD (T5T6049)
Physical Properties
C10080.09.08
09/04/2008
ERD (TST6049)
FM 4410/4474
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
09/11/2010
ERD (TST6049)
FM 4470/4474
C33980.12.10
12/22/2010
ERD (TST6049)
FM 4470/4474
Q 830.02.11
02/08/2011
ERD (TST6049)
TAS•117(0),'Rupture
C35500.02.11
02/09/2011
ERD (TST6049)
FM 4470/4474
C37820.07.12
07/24/2012
ERD (TST6049)
FM 4470/4474
C3783M07.12
07/26/2012
ERD (TST6049)
Physical Properties
C4211008.12
68/13/2012
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)
A35880.04.12-111
10/26/2012
ERD(TST6649)
FM 4470/4474
C44580.07.13
07/25/2613
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-RI
04/01/2015
ERD (TST6049)
FM 4470/4474
CiR-SC8995.10.15
10/14/2015
ERD (TST6049)
FM 4470/4474
CTR-SC993$.01.16
01/14/2016
ERD (TST6049)
FM 4470
CTR-SC9920.01.16-R1
01/20/2016
ERD (TST6049)
FM 4470/4474'
CTR-SC10420.01.16
01/25/2016
ERD (TST6049)
TM 4470/4474
CTR-SC9175.09A6-1
09/06/2016
Exterior Research and Design,,i1C.
Evaluation: Report 3520.03.04-1120
C-of/mtc fA.d-,1—tl0'. WW09
0i EDMdN(2o17)r6cANON-i ivi iz cvALUA'n6N
FL2533-R39
CertainTeed Flintiastic® Modified Bitumen. Roof Systems; (610) 651-5847
Revision 20: 09/14/2017
Page 2 of6'
�l TRINI7YIERD
Entint
Examination
Reference
Date
ERD (TST6049)
FM 4470/4474
CTR-SC9175.09.16-1
09106/2016
ERD (TST6049)
FM 4470/4474
CTR-SC11590.08.16-R3
09/06/2016
ERD (TST6049)
FM 4470/4474
CTR-SC12255.1216
12/27/2016
ERD (TST6049)
FM 4474
CRT SC15775.17
09/13/2017
FM Approvals (TST1867)
FM 4470
6E3A2.AM
03/30/1982
FM Approvals (TST1867)
FM 4470
3W0A4.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
3y8A1AM
09/30/1996
FM Approvals (TST1867)
FM 4470
ZDSA9AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3009502
22/12/2000
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
07/29/2001
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
3623458
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
MOM
03/22/2004
MTI (TST2508)
Physical properties
DX20EM-001
01/04/2006
MTI (TSTZ508)
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 (TST5878)
Physical.Properties
CTC-066-02-01
08/08/2011
PRI (TSTS878)
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
08/09/2011
PRI (TST5878)
Physical Properties
CTC-071-02-01
08/08/2011
PRI (TST5878)
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-259702-01
12/11/2015
UL, I.I.C. (QUA9625)
Quality Assurance
Service Confirmation, R11656
Exp. D3/09/2020
Exterior Research and Design, LLC. Evaluatlon Report 3520.03.04-RZ0
CeftiftcateofAuthorizatfon49503 6n'EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-SB47 Revision 20: 09/14/2017
Page 3 of 6
ERD
TRINITY I
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
CPrtainTPPd nroducts make uD the subiect systems.
a _ TABLE 1 ROLL -GOODS FORFLINTLASTfC� MUDIFIED BITUMEN
R00FSYSTEMS`-
Type
Product
Speclfication
Reference
Grade
Type
Base Sheets
Flintlastic®SA'NailBase
ASTM D4601
N/A
II
Glasbase'" Base Sheet
ASTM D4601
N/A
II
All Weather/Empird' Base
ASTM D4601
N/A
II
Flexiglas' Base
ASTM D4601
N/A
II
Flintlastic'm 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(I GTA-FR
ASTM D6222
G
I
Flintlastic® GTA-FR CoolStarTM
ASTM D6222
G
I
Base%PA hranes(SBS)
Flint a Ic 1 P VBase
ASTM D1970
N/A
N/A
8 ac lamon ®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
N
f Ca- Mem`branesE(SBS)
�.. -.
Flintlastic7 FR Dual Cap- ,. _
ASTM D6162
G
I
Flintlastic S Cap FR
ASTM D6163
G
I
Flintlastic SA'Cap FR CoolStarTM
ASTM D6163
G
I
Flintlastic Cap 30
ASTM D6163
G
I
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
1
Flintlastic FR Cap 30 T CoolStatlm
ASTM-D6163
G
1
Flintlastie SA Cap
ASTM D6164
G
1
Flintlastic7 SA Cap CoolStarTM
ASTM D6164.
G
1
Flintlastic FR-P
ASTM D6164
G
I
Flintlastic FR-P CoolStarTM
ASTM D6164
G
I
Flintlastic GMS
ASTM D6164
G
1
Flintlastic GMS CoolStar'
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 CoolStar�"
ASTM D6164
G
II
Flintlastic" Premium FR-P
ASTM D6164
G
II
Flintlastic Premium FR-P CoolStarl
ASTM D6164
G
II
Exterior Research and Design, LLC. Evaluation.Report3520.03.04-R20
eertficate of Authodzatlon#9503 6TMEDrnON (2017) FBC NON-HVHZ EVALUATION FL2533-R19
CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 6S3-5847 Revision 20: 09/14/2017
Page 4 of 6
rTRINIWIERD
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 HVHZ jurisdictions.
5.3 Refer to a current UL 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 III, except the basic wind speed shall be determined from FBCFigure 16093(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 Authorizafion #9503 67N EDITION-(2017) FBC NON HVHZ EVALUATION FL2533-R19
CertainTeed Flintlastico Modified Bitumen Roof Systems, (610) 651-5847 Revision 20: 09/14/2017
Pages of 6
QOTRRINITYIERD
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. "MOP" = 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 CIA requirements.
9. 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 -
Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-R20
Cert#7cate ofputhorizatlon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION 1.2533-1119
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-SM7 Revision 20: 09/14/2017
Page 6 of 6
\ICRINITY I ERD
r.APPENDIXI ATTpCHMENTREQUIREMENTSFOR_WINDUPuFrRESISTANCEV.
Table
Deck
Application
Type
Description
was`
1A
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-6
16
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation; Bonded Roof Cover
7
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
8-9
ID
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
10-12
1E-1
Wood
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
1345
1E-2
Wood
New, Reroof (Tear-0 or Recover
E
Nan Insulated�Mech.rAttached,Base.Sbeet, Bonded Roof Cover
16-17
2A
Steel nr5tructural'Concrete--==NewTReroof
(Tear -Off) or Recover r
B
tech Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
18-20
213
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation; Bonded Roof Cover
21-25
2C
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
26-28
3A
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover-
29-36
3B
Concrete
New or Reroof (Tear -Off)
A-3
Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover
36
3C
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
37
4A
LWIC
New orReroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-39
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet,: Bonded Insulation, Bonded Roof Cover
40
4C
LWIC
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
41-44
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
45
513
CWF
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover
46
5C
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
46
5D
CWF
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
47
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
48-49
6B
Gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
6C
Gypsum
Reroof (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
51
bD
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded. Roof Cover
51
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
52-57
7B
Various
Recover
F
Non -Insulated, Bonded Roof Cover
57
The following notes apply to the systems outiined'herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Loadresistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows.. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal Insulation Plates or FIIntFast #14 Fastener with FIIntFast 3" Insulation Plates. Minimum 0.75-Inch plywood penetration or minimum 1-inch wood plank. embedment.
➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
Insulation Plate, Trufast DP or HD with Trufast 3" Metal. Insulation Plates or FlintFast #12 or #14 Fastener with FlIntFast 3" Insulation Plates. Minimum 0J5-Inch steel` penetration and
engage the top flute of the steel deck.
➢ Structural Concrete: .OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation. Plates or F(intFast #14. Fastener with FIIntFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed
with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03.04-R20 for FL2533-1139
Certificate of Authorization #9503 6' EDITION.(2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57
�.JTRINtTrIERD
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements
of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulationboardfor System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet screws and plates 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.
5. Preliminary insulation attachment for System Type 0: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet -29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
• Hot asphalt (HA): Full coverage at 25-30 Ibs/square
• Ashland Pliodeck.(A-PD): Continuous 0.75 inch wide ribbons,l2-inch o.c. Ribbons ofsubsequent layers shall be perpendicular to those In the layer below.
➢ Dow INSTA-STIK Quik Set Insulation Adhesive.(D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,l2-inch o.c.
➢ Millennium'PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons,12-Inch o.c.
• OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons,12-inch o.c. (PaceCartor SpotShot)
➢ ICP Adhesives CR-20: Continuous 2.5.to34nch wide ribbons, 12-inch o.c.
➢ Note: When multiple.loyers(s);of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggeredfrom layer -to -layer.
➢ 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 flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe 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:
Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min.1.0-Inch)
➢ Ashland-Pllodeck (A-PD) @ 6-Inch o.c. MDP -277.5 psf (Min.1.0-Inch)
Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch)
Millennium One Step Foamable Adhesive (M-OSFA): MDP -157S psf (Min.1.0-inch)
Millennium PG-1 Pump Grade Adhesive.(M-PG3): MDP -157.5 psf (Min.1.0-inch)
➢ OMG OlyBond500 (OB500): MOP -45.0 psf (Min.A.5-Inch Multi -Max FA3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GI:)
➢ OMG OlyBond 500 (OB500): MDP-315.0psf (Min.,05-Inch ENRGY 3).
➢ OMG OlyBond 500 (OBSOD): MDP -487.5 psf (Min. 0.5.1nch ACFoam 11)
➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch)
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 ANSi/SPRI WD1, FM Loss
PreventionData 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 Sheet1.29 (January2016) for
Zone 2/3 enhancements.
10. 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, 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 FX-1 or Testing Application, Standard TAS 105.
Exterior Research and Design, I.I.C. d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 for FL2533-R19
Certificate of Authorization #9503 dm EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20r09/14/2017
Prepared by: Robert,Nleminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57
�.I�INITY I ERD
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 Concrete Deck or Recover Applications using System Type 6, the insulation is optional.
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
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications
CEBTAINTEED FLINTIASTICm. MODIFIED BRUMEIti COMPONENTS &APPLICATI601M, ETHODS
Reference
layer
Material
Application
BP -AA
Base
Glasbase;.All Weather/Empire Base; Flexlglas.Base; Flintlastic Base 20
Hot asphalt at 20-40 Ibs/square
Ply
One or more FlintglasPly 4;FlintglasPremium Ply 6
(Base and Ply sheets, Asphalt -Applied)
BP-AA2
Base
Yosemite Venting Base
Hot asphalt in 24-Inch diameter spots in 30-
(Base, Spot -Asphalt -Applied)
i
inch grid pattern
Bp,AA3
Base
Yosemite Venting Base
Hot asphalt in 9-inch diameter spots In grid.
.(Base, Spot -Asphalt -Applied)
pattern noted-hereln.
BP,AA4
Base
Yosemite Venting Base
Hot asphalt in 9-inch wide ribbons spaced
-(Base, Strlp.Asphalt-Applied)
as noted herein.
BP-CA2
Base/Ply
Glasbase; All Weather/Empire Base; Flexigias Base; Flintlastic Base 20
Henry #903 Adhesive at 1.5 gal/square
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Millennium Hurricane Force Membrane
BP CA3
Adhesive, beads spaced 6-Inch o.c.
Base
Flintlastic. Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply
One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic' Ultra Poly SMS Base
SBS-AA
Hot asphalt at 20-40 Ibs/square
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; F.lintlasticFR Cap.30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(ses,;Asphalt-Applied)
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Note:
Base.ply curesovernight prior to application of the ply or cap ply.
FIintBond Brush or Karnak No. B1 Cold
SBS-CAl
Process Modified Bitumen. Adhesive Brush
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
(SBS,.Cold•Applledi
Grade at 1gal/square
Cap
Flintlastic FR Ca 30; Flintlastic FR Cap. CoolStar, Flintlastic FR Dua(Ca ; Flintlastic FR-P; Flintlastic.FR-P CoolStar,
p p p
Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply
Flintlastic Base 20; Flintlastic Poly Base; Flintlastic Ultra Poly SMS Base
SBS CA2
Henry #903 Adhesive at 1.5 gal/square.
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30, Flintlastic FR Cap.30 CoolStar, Flintlastic FR Dual
ISM, Cold -Applied)
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar,
Flintlastic GMS; Flintlastic GMS CociStar
Exterior Research and Design, I.I.C. d/b/a Trinity[ ERD Evaluation Report 3520.03.04-1120 for FL2533-1119
Certificate of Authorization #9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 57
T��TRJNITY I ERD
CERTAINTEEDFUNTLASTIC, MODIFIED,BfTUMENCOMPONENTS&APPLICATIONMETHODS(CONTINUED}c:
Reference
Layer
Material
Application
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
SBS-CA3
Adhesive, beads spaced 6Tinch o.c.
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30;, Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual
(58S,Cold-Applled)
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar,
FlintlasticGMS; Flintlastic GMS CoolStar
Base
Flintlastic Ultra Poly SMS Base, Flintlastic Base 20T
Ply
One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS=TA
Torch -Applied
Cap
Flintlastic FR Cap 30 T; Flintlastic FA Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar, FlintlasticGTS-FR;
(SBS,Tcrch-Applled)
Flintlastic GTS-FR CoolStar; FllntClad
Base
One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP-TA
Torch -Applied
Cap
Flintlastic STA; Flintlastic STA Plus; FlintlasticGTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR
(APP,Torch-Appiled)
CoolStar
SBS-SA-H
Base/Ply
Black Diamond Base Sheet; Flintlastic Ultra Glass SA
Self -Adhering
(SBS, Self -Adhering, Hybrid Systems)
-
Base
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
Self -Adhering
Ply
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
(SBS, Self -Adhering)
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
16. "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, I.I.C. d/b/a Trinity I ERD Evaluation Report3520.03.04-R20 for FL2533-R39
Certificate: of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 57
(-)o
\,ITRINITYIERD
VU .70,40 (TEAR OFF) OR OVER -1
--TABIL 00
'SYSTEM TYPE: E:. NON4NSULATE MECHANICALLY D, MECHANICAL, tl),64SE SHEET, QQ_PE 9
System
Deck
Base Sheet
Roof Cover (Note 14)
MDP
No.
(Note 1)
Base
Fasteners
Attach
ply
—Cap
(Psf)
Flintfast 3 in. Insulation Plates with
(optional) BP-
Min. 15/32-Inch plywood
Glasbase; Flexiglas, Flintlastic
FlintFast #12 or #14; Trufast3" Metal
6-Inch o.c at 4-Inch lap and 6-Inch o.c. in three
AA, SBS-AA,
SBS-AA, SBS-
-97.5
W-89
at max 24-Inch spans
Base 20; Poly SMS Base; Ultra
insulation Plates with DP or HD; OMG 3
(3), equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
PoIV SMS Bast; Yosemite
in. Round Metal Plates with OMG #14 HD
APP-TA
Min. 15/3Nhch plywood
OMG 3 In. Round Metal Plates with OMG
6-Inch o.c. at 4-Inch lap and 6-Inch o.c. in three
APP-TA
APP-TA
-97.5
W-90
at max 24-inch spans
Flintlastic APP Base T
#14 HD
(3), equally spaced, staggered center rows.
Min. 15/32-inch plywood
Glasbase; Flexlglas; Flintlastic
Base 20; All Weather/ Empire
FlIntfast 3 In. Insulation Plates with
8-Inch o.c. at 4-Inch lap and 8-Inch o.c. at three
(Optional) BP -
AA, SBS-AA or
SBS-AA or
-97.5
W-91
at max 24-Inch spans
Base; Poly SMS Base; Ultra Poly
FlintFast #14; Trufast T'Metal Insulation
(3) equally spaced, staggered center rows
SBS-TA
SBS-TA
SMS Base; Yosemite
Plates with Trufast HD
Min. 19/32-Inch plywood
-Inc
Glasbase, Flexiglas; - FlIntlastic
7-inch o.c. at 3-Inch lap and 7-Inch o.c. In three
BP -AA, SBS-
AA, SBS TA or
SBS-AA, SR$-
-105.0
W-92
at max spans
Base 20; Poly SMS Base; Ultra
Note 2
(3), equally spaced, staggered center rows
APP-TA
TA or APP-TA
Poly SMS Base; Yosemite
W-93
Min. 19/32-inch plywood
Flintlastic APO Base T
OMG,3 In. Round Metal Plates with OMG
#14 HD or Dekfast Hex Plate with Dekfast
7-inch o.c. at 3-Inch lap and 7-Inch o.c. In three
APP-TA
APP-TA
-105.0
at max 24-inch spans
(3), equally spaced, staggered center rows
014
Flintfast 3 In. Insulation Plates with
(Optional) BP-
Min. 15/32-inch plywood
Glasbase; Flexiglas, Flintlastic
FlintFast #12 or #14; Trufast 3" Metal
6-Inch o.c. at 4-inch lap and 64nch o.c. In four
AA, SBS-AA,
SBS-AA, SBS-
-127.5
W-94
at max 24-Inch spans
Base 20; Poly SMS Base; Ultra
Insulation Plates with DP or HD; OMG 3
(4), equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
Poly SMS Base, Yosemite
In. Round Metal Plates with OMG #141,11)
APP-TA
Min.. 15/32-Inch plywood OMG 3 In. Round Metal Plates with OMG 6-inch o.c. at 4-Inch lap and 6-Inch o.c. In four APP-TA APP-TA -127.5
W-95 Flintlastic APP Base T d center rows.
at max 24-inch spans #14 HD (4), equally spaced, staggereCOLD
y. 7:--
APPLIED SYSTEMS
Glashase; Flexiglas Base;
Min. 15132-Inch plywood
Flintlastic Base 20; All Weather]
Flintfast 3 In. Insulation Plates with
8-Inch o.c. at 4-Inch lap and 8-Inch o.c. In three
(Optional)
SB5-CA1
-52.5
W-96
at max 24-inch spans
Empire Base; Yosemite Venting
FlintFast #12 or #14; Trufast 3" Metal
(3), equally spaced, staggered center rows
SBS-CA1
Base; Flintlastic Poly SMS Base;
Insulation Plates with DP or HD
Flintlastic Ultra Poly SMS Base
61
. 4'FF
.',AABL6iF'.'W6dD BECKS' -NEW CONSTRUCTION oikk bftfiAR61-
'-INSULATEMACINDE D R0CIFCOVkR
SYSTEMTYRE FN 0N
System
No.
Deck
(Note 1)
Primer
Roof Cover (Note 14)
MOP (psf)
Base
Ply
Cap
iak
-
Min. 15/32-Inch plywood at max 24-Inch spans
-inch plywood at max 24-Inch spans Min. 15/32
FlintPrIme or FlIntPrime SA
FlintPrImeor FlintPrIme SA
SBS-SA-H
� _�Sjl�ft
(Optional) SBS-TA, APP-TA
(Optional) SBS-SA
SBS-TA, APP-TA
LSVSTS_A1111111111%
-112.5
@K-22,A7=5
Exterior Research and Design, ULC. d/b/a Trinity( ERD Evaluation Report 3520.03.04-1120 for FL2533-1119
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert'Nieminen, PE-59166 CertaInTeed Flintlastic® Modified Bitumen Roof Systems;;(610) 651-5847 Appendix 1, Page 17 of 57