HomeMy WebLinkAboutREVISION- -e
r_
OFFICE USE ONLY::
DATE FILED:
REVISION FEE: ', - /V Y. (%y
SCANNE-1 PERMIT # O 0 7 pV v CO
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FILECnFORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMI RRILNSISION
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
4201 Rose Ln
Permit 1804-0561
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Changing flat roof from nailbase to a self adhered Florida buidling code W98 FL2533-R19
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC1331451 ST. LUCIE CO CERT. #:
BUSINESS NAME: Storm Team Construction Inc
QUALIFIERS NAME: William B Edwards
ADDRESS: 4050 US HWY 1 1
CITY: Jupiter STATE: FL
PHONE (DAYTIME): 561-512-5891
i
I
OWNER/BMI)ER INFORMATION:
i
NAME: Sharon Price
ADDRESS:4201 Rose Ln
CITY: Port Saint Lucie STATE: FL
PHONE (DAYTIME: —
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
SLCCC: 9123109
Revised 06130117
FILEI C
FAX:
rax:
ZIP: 33477
ZIP: 34982
r,_
i
Professtonal, Regulation
BQS Home I Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search
Florida
Product Approval j
r USER: Pubilc User
to
Detail'
Product Apyroval Menu > Product or Applicatinn Search > implication List > Appliwtion � CVJ
FL2533-R19
' FL #' ST. LUCIE COUNTY BUILDING DIVI ION .
Application -Npe Revision
Code Version
2017 REVIEWED FOR COMPLIANCE
REVIEWED Y
Application. Status Approved
DATE
PLANS AND PERMIT 140ST SE KEP N JOB
Comments SITE OR NO INSPECTION(S) WILL BE MADE
Archived -
Product Manufacturer
Address/Phone/Email
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTP.ACTOR OR RECORD
Authorized Signature
Technical Representative
Address/Phone/Email
FILE COPY
Quality AssRepresentative
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)
r•
ill SE PIANO AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPUCABLE CODES.
d6itai" nTeea-Corpo o„ 41
20 Moores. Road
�Malvem, PA 19355
(610)893-5400
mark.d.harner@saint-gobain.com
Mark Hamer
mark.d.harner@saint-gobain.com
Mark'D.'Hamer
18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark. D.Hamer@saint-gobain.com
Roofing
.Modified Bitumen Roof System
7Eval ation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166�
03/09/2020"�
John W. Knezevich, PEi
d Validation. Checklist - Hardcopy Received W`
Fi 7533 R19 COI NO 01 COI Nieminen pdf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
Equivalence of Product Standards
• Certified, By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
i
Method 1 Option D
09/14/2017
09/15/2017
09/19/2017
12/lV2017
Limits of Us `-' - �v
Installation Instructions
Approved for use in HVHZ: No
FL2533 R19 II 2017 09 FINAL AS ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ: Yes
R19.pdf
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.
2.) The design pressure noted In this application
Evaluation Reports
FL2533 R12 AE 2017 09 FINAL ER CERTAINTEED MODI3 FL2533-
relates to one specific system. Refer to the ER
BJ-9_.pdf
Appendix for all systems and max design j
Created by Independent Third Party: Yes
pressures.
i Sack rle:ri
i
Contact Us ::I2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyl!ght 2007-2013 State of.Florida. :: Privaw Statement :: Accessibility Statement :: Refund Statement
Under,Florida.law, email addresses are public records. If you do not want your e-mail addressreleased in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant,to Section
455:275(1)„Florida Statutes, effective October 1, 2012, licensees.licensed under Chapter455, F.S. must provide the Department with an.emall address If they have
one. The emails provided may be ;used for official comalIunication with the licensee. However email addresses are public record. If you do'not wish to supply a personal
address, please provide the Department with an email address.which can be made available to the public. To determine if you area licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
®.® eCheik ®,
Credit Card
Safe
i
i '
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
TRINITY ERD Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3520.03.04-1120
20 Moores Road F1.2533-1119
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 611520-3 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 eh Edition (2017) Florida Building Code sections -noted herein.
LABELING: Labeling shall be in accordance
herein.
the Accredited Quality Assurance Agency noted
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Reportrelative to updated Code requi ements 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 inspecti jr 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 hoinne seal appearing was authorized by Robert Nleminen,
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,1 ERD1 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 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.
TRINITY] ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen) Roof Systems
Compliance Statement: Flintlastic® Modified) Bitumen Roof Systems, as produced by CertainTeed Corporation,
have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through
testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations /Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard Year
1504.3.1 Wind FM 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 D62-22 2011
1507.11.2 Physical Properties I ASTM 66509 2009
3. REFERENCES:
Entity Examination Reference Date
ERD (TST6049). FM 4470 3504.06.01-1 06/05/2001
ERD (TST6049) FM 4470 3513.09.02 08/15/2002
ERD (TST6049) FM 4470 03515.07.03 07/22/2003
ERD (TST6049) F.M 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 OZ/10/2005
ERD (TST6049) FM 4470/4474 3533.01.06 01/06/2006
ERD (TST6649) FM 4470/4474 4674.11.01-1 03/21/2006
ERD (TST6049) Physical Properties 3835.10.06 10/31/2006
ERD (TST6049) FM 4470/4474 3521.07.04-111 10/26/2007
ERD (TST6049) FM 4470/447402764.09.05-111 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 (TST6049) Physical' Properties C10080.09.08 09/04/2008
ERD (TST6049). FM 4470/4474 C8370.08.08-111 10/05/2009
ERD (TST6049) FM 4470/4474 P6860.06.07-111 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(8), 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) A35880.04.12-111 10/26/2012
ERD (TST6649) 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 C47320.03.14-111 04/01/2015
ERD (TST6049) FM 4470/4474 CTR-SC8995.30.15 10/14/2015
ERD (TST6049)' FM 4470/4474 CTR-SC9935.'01.16 01/14/2016
ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016
ERD (TST6049) FM 4470/4474' CM-SC10420.01.16 01/25/2016
ERD (TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016
Exterior Research and Design, UC. Evaluation Report 3520.03.04-R20
Ccrr1JYmLc fAudmrlc duu.N9503 GTM[DrriON(2017)n3c NON -I IVHZ EVALUATION rL2.533-R19
CertainTeed Flintlastic® Modfied Bitumen Roof Systems; (610) 651-5947 Revision 20:09/14/2017
Page 2 of 6
I
TRINITY I ER®
I
Enti Examination Reference Date
ERD (TST6049) FM 4470/4474 CTR-SC9175,09.16-1 09/06/2015
ERP M76049) 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 3Y8A1.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 30IS444 07/11/2003
FM Approvals (TST1861) 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 I 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 "70/4474 3032172 06/12/2009
FM Approvals (TST1867) FM 4470/4474 3037127 01/11/2010
FM Approva Is (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! DX2OE3A 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. AX31GBF 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-034-021-01 11/24/2008
PRI (TST5878) PhysicalPiopertles LTC-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 LTC-070-02-01 08/08/2011
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-259-02-01 12/11/2015
UL, LLC. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 03/09/2026
I
Exterior Research and Design, LLC. Evaluation Report 3520.03.04-1120
Cerb lcateojAuthaNration #9503 6TMEDITION (2017) FBC.NON-HVHZ EVALUATION FL2533-R19
CertainTeed Fiintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/24/2017
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
r,-+F in-rn-4 nrnri,irte rnnLa iin thin -mbip_Ct SVStems.
i
TABLE 1 ROLL -GOODS FOR FUNTLASn ct MODIFIED BITUMEN ROOFSYSTEMS-..
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Flintlasti&.SA N:ailBase
ASTM D4601
N/A
II
Glasbase— BaselSheet
ASTM D4601
N/A
II
All Weather/Empire'"° Base
ASTM D4601
N/A
II
FlexiglasT" Base
ASTM D4601
N/A
II
Flintlastic'" Base 20
ASTM D4601
N/A
II
Flintlastic Poly $MS Base Sheet
ASTM.D4601
N/A
JI
Yosemite® Venting Base
ASTMD4897
N/A
11
Ply Sheets
Flintglas® Ply 41
ASTM D2178
N/A
IV
Flintglas®.Premium Ply 6
ASTM D2178
N/A
VI
Base/Ply Membranes (APP)
Flintlastic® APR Base T
ASTM D6509
N/A
N/A
Flintlastic® STA'I
ASTM D6222
S
I
Flintlastic" STAiPlus
ASTM D6222
S
I
Cap Membranes (APP)
Flintlastic® STAB
ASTM D6222
S
I
Flintlastic®STOIus
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 M@braves (SBS)
Flint astic SATP yBase
ASTM D1970
N/A
N/A
B ack Diamond® Base S eet
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
Gap M�embraries!(SBS_)—
_ ►
Flintlastic FR Dual Cap _
ASTM D6162
6
I
Flint) ti SA Cary FR
ASTM D6163
G
I
Flintlastic SA'Cap FR CoolStar'
ASTM D6163
G
I
Flintlastic Cap 30
ASTM D6163
G
I
FlintlastiC Cap 30 CoolStar-
ASTM D6163
G
I
Flintlastic FR Cap 30
ASTM D6163
G
I
Flintlastic FR Cap 30 CoolStar'
ASTM D6163
G
I
Flintlastic; FR Cap 30 T
ASTM D6163
G
I
Flintlastic FR Cap 30 T CoolStarTM
ASTM D6163
G
I
Flintlastic SA:Cap
ASTM D6164
G
I
Flintlastic SA Cap CoolStar—
ASTM D6164
G
I
FlintlastIC FR-'P
ASTM D6164
G
I
Flintlastic FR;P CoolStar'"
ASTM D6164
G
I
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 CoolStar—
ASTM D6164
G
II
Flintlastic- Premium FR-P
ASfiVI D6164
G
II
Flintlastic Premium FR-P CoolStar'
ASTM D6164
G
11
Exterior Research and Design, LLG Evaluation Report 3520.03.04-R20
eertykate of Authorization #9503 6TM EDITION (2017) FBC NON-HVH2 EVALUATION FL2533-R19
certainTeed FOntlastic® Modified Bitumen Roof Systems; (610) 651-SB47 Revision 20[ 09/14/2017
Page 4 of 6
I I
I
TKINITY I ERD
S. LIMITATIONS: 1
5.1 This is a building code evaluation. Neither TrinityJERD 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 Hi VHZ 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 of 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 s hall 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 1-2.9, 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 Lass
Prevention Data Sheet 1-29 (January 2016) for Zone'2/3 enhancements.
1
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 for 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 TA5
124 shall be conducted on mock-upsiof 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-S2 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 ES4 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 16093(1), 1609.3(2) or
1609.3(3). 1
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
I
Exterior Research and Design, I.M. Evaluation Report 3520.03.04-R20
Certificate of Aatharizatinn 49503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-R19
CertainTeed Flintlastic® Modified Bitumen Roof Systems; (029) 651-5847 Revision 20: 09/14/2017
Page 5 of fi
UTRINITYI'ERD
6. INSTALLATION:
6.1 Flintlasti& 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 testingfor wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided Iby 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 0A entity for manufacturi g,facilities covered by F.A.C. Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409, karen.b chmann@us:ul.corn
- THE 57-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.L.C. Evaluation Report 3520.03.04-R20
Certificate of Authorization #9503 a 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
FTRINITYIERD
APPENDIX 1 ATTACHMENTRECLUIREMENTS FOR WIND RESISTANCE
Table_
Deck
1.UPLIFT
Application
Type
Description
Page
SA
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-6
16
Wood
New, ReroDf'(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
1D
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
13-15
1E-2
Wood
New, Reroof (Tear-O or Recover
_ _ E -
Non-lnsulatediLMech-fAttached,BaseSheet,. Bonded Roof Cover
16-17 ,
__
2A
-Er—s f-.-ct-u- - -
Steel or Structural'Concre#e • �NewFReroof (Tear -Off) or Recover r��
B -
- ech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
1&20
2B
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
39
Concrete
New or Reroof (Tear -Off)
A-3
Bonded Temp Roof/VaporBarrier, Bonded insulation, Bonded Roof Cover
36
37
3C
4A
Concrete
LWIC
- - - New-orReroof (Tear -Off)- - -
New or Reroof (Tear -Off)
_ F-_
A-1
Non -Insulated, Bonded Roof Cover
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
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded insulation, Bonded Roof Cover
45.
5B
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
6B
Gypsum
Gypsum
Reroof (Tear -Off)
Reroof (Tear -Off)
A-1
A-2
Bonded Insulation, Bonded Roof Cover
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48-49
50
6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover O1
6D Gypsum. Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51
7A Various Recover A4 Bonded Insulation, Bonded Roof Cover 52-57
713 Various Recover F Non -Insulated, Bonded Roof Cover 57
The followina notes apply to the systems outlined 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. Load resistance 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 Roofgrlp 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 FIIntFast3"Insulation Plates. Minimum 0.75-Inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG #12 or #14 Roofgrlp 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 FIIntFast 3" Insulation Plates. Minimum 0:75-inch steel penetration and
engage the top flute of the steel deck.
➢ Structural Concrete: OMG #14 Roofgrlp 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 FlintFast #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 Trinity) ERD Evaluation Report 3520.03.04-RZO for F1.2533-1119
Certificate of Authorization #9503 6T" 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 1 of 57
'\JTRINITYIERD
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, periite, 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 maybe substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet screws and plates are installed through the1WIC 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 1n.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.
5. Preliminary insulation attachment for System Type, D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates areas 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 25-30lbs/square
➢ Ashland Pliodeck (A-PD): Continuous 0.75 Inch wide ribbons,12-inch o.c. Ribbons of subsequent 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,l2-inch o.c.
_➢_ QMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons,12 inch o.c. (PaceCart or SpotShot)
➢ ICP Adhesives CR-20: - - - - - -Continuous 2.5 to-3-inch wide ribbons, 12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive; boards shall -be staggeredfrom_laygr-to-layer.- - - - _ - --- - -
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulationboardshall 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 may be substituted with the following Maximum
DesignPressure.(MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather If MOP 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 Pliodeck (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)
A Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min.1.0-inch)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (MIn:1.0-inch)
➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-Inch Multi -Max FA3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL)
OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3).
➢ OMG OlyBond 500 (OBSOD): MDP -487.5 psf (Min. 0.5-Inch ACFoam 11)
➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0=inch)
S. Bonded polyisocyanurate insulation boarcisshallbemaximum 4x4ft.
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 AN51/SPRI WD1, FM Loss
Prevention Data 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 Sheet 1-29 (January 2016) for
Zone 2/3 enhancements.
the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no
10. For assemblies with all components fully bonded in place, the maximum design pressure for
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 Applicatloft. Standard TAS 105.
Evaluation Report 3520.03.04-R20 for FL2533-R19
Exterior Research and Design, I.I.C. d/b/a Trinity )ERD
6 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Certificate of Authorization #9503 Appendix 1, Page 2 of 57
Prepared! by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847
V TRINITY 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 D, 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.
'' _• .. .. _. .LEHTAINTEEbiFuivTLASTIC®, MODIFIED,i3ITUMEN COMPONENTS & APPLICATION METHODS
Reference^
Layer
Material
Application
Bp -AA
Base
Glasbase; All Weather/Empire Base; Flex(glas Base; Flintlastic Base 20
Hot asphalt at 20-40 Ibs/square
Ply
One or more Flintglas Ply 4; Fllntglas Premium 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-Appiled)
— - - - - _ _ __
Inch grid pattern
BP-AA3
Base
Yosemite Venting Base
Hotasphaltln9=inch diameter -spots -In grid
(Base, Spot -Asphalt -Applied)
pattern noted herein.
BP-AA4
Base
Yosemite Venting Base
Hot -asphalt in 9-inch wide ribbons spaced
(Base,Strfp-Asphalt-Applfed)
as noted herein.
BP-CA2
Base/Ply .
Glasbase; All Weather/Empire Base; Flexlglas Base; Flintlastic Base 20
Henry #903 Adhesive at 1.5gal/square
Base/Ply
Glasbase; All Weather/Emplre 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; Flintiastic 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, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(ses,,Asphall-Applied)
Cap;Flintlastic FR P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintiastic Ultra Poly SMS Base
Note:
Base ply cures overnight prior to application of the ply or cap ply.
FIIntBond Brush or Kamak No. 81 Cold
SBSCA1
Process Modified Bitumen Adhesive Brush
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
(ses, Cold -Applied)
Grade at 1 gal/square
'Cap
Flintiastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar;
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; FllntlasticPoly SMS 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
(ses, Cold-Applfed)
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR,P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Exterior Research and. Design, LLC, d/b/a Trinityi ERD Evaluation Report 3520,03,04-R20 for FL2533-R19
Certificate of Authorization #9503 67" 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 3 of 57
`,f TRINITY JERD
r - -:: • '• •` . CERTAINTEED FLINTIASTIC MODIFIED BRUMEN COMPONENTS & APPLICATION METHDDS�[CONTINUED), '; }
j.
Reference
Layer
Material
Application
SBS-CA3
(SBS, Cold-Applled)
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-Inch o.c.
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra PolySMS Base
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual -
Cap; Flintlastic FR-P; Flintlastic CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P:CoolStar,
Flintlastic GMS; Flintlastic GMS CoolStar
SBS-TA
(SBS, Torch -Applied)
Base
Flintlastic Ultra Poly SMS Base; Flintlastic Base 20T
Torch -Applied
Ply
One or more Flintlastic Ultra Poly SMS Base; Flintlastic:Base 20T
Cap
Flintlastic FR Cap 30 T, Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR;
Flintlastic.GTS-FR CoolStar; FlintClad
APP TA
(APP,Torch-Applied)
Base
One or more Flintlastic APP Base T, Flintlastic STA; Flintlastic STA Plus
Torch Applied
___
- - Cap -
Flintlastic STA; Flintlastic.STA.Plus;-FlintlasticGTA; Flintlastic GTA CoolStar, Flintlastic GTA-FR; Flintlastic GTA-FR
CoolStar --- _ _— - - - -- - -- -- - — ----- _
SBS-SA-H
(SOS, Self -Adhering, Hybrid Systems)
Base/Ply
Black Diamond Base Sheet; Flintlastic Ultra Glass SA
_
Self -Adhering
SBS-SA
(SBS, Self -Adhering)
Base
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
Self -Adhering
Ply
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar; FIintlasticSA 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 ERD Evaluation Report 3520.03.04-R20 for F1.2533-1119
Certificate:of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 6Si-5847 Appendix 1, Page 4 of 57
�l TRINITY I ERD
TABLE 1E 2 WOOD DECKS NEW CONSTRUCTION, REROOF (TEAR OFF) oR RECOVER
TYPE E NON=INSULATED, MECHANICALLY ATTACHED.l3A5E SHEET; BONDED RQG+f C0�/fR . ;+
SYSTEM
System
Deck
Base Sheet
Roof Cover (Note 14)
MDP
No.
(Note 1)
Base
Fasteners
Attach
Ply
Cap
(Psf)
Flintfast3 in. Insulation Plates with
(Optional) BP -
Min. 35/32-inch plywood
Glasbase; Plexiglas; Flintlastic
FlintFast #12 or #14; Trufast 3" Metal
6-inch 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
Poly SMS Base; Yosemite
in. Round Metal Plates with OMG,#14 HD
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 three
APP-TA
APP-TA
-97.5
W 90
at max 244nch spans
Flintlastic, APP Basel
#14 HD
(3), equallyspaced, staggeredcenter rows.
Min.15/32-inch plywood
Glasbase; Flexiglas; Flintlastic
Base 20• All Weather / Empire
p
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 SMSBase; Ultra Poly
FIIntFast#14; Trufast 31' Metal Insulation
(3) equally spaced, staggered center rows
SBS-TA
SBS-TA
SMS Base; Yosemite
plates with Trufast HD
- - -
Min. 19/32=inch plywood-
Glasbase_Flexiglas; Flintlastic
- —
-Note
7 inch o.c. at 3 inch lap and 7-Inch o.c. in three
BP -AA, SBS-
AA, 585-TA or
SBS rA, SBS-
-105.0
W-92
at max 24-inch spans
Base 20; Poly SMS Base; pltra
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 24inch spans
(3), equally spaced, staggered center rows
#14
Flintfast 3 in. Insulation Plates with
(Optional) BP-
Min.15/32-inch plywood
Glasbase; Plexiglas; Flintlastic
FlintFast #12 or #14; Trufast 3" Metal
6-inch o.c, at flinch lap and 6-inch 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 #14 HD
APP-TA
Min.15/32-inch plywood OMG 3 in. Round Metal Plates with OMG 6-Inch o.c. at 4-Inch lap and b-inch o.c. In four APP-TA
APP-TA -127.5
W-95 Flintlastic APP Base T
at max 24-inch spans #14 HD (4), equally spaced, staggered center rows.
S '
COW, APPIiEDSySTEMS �= '' - -
Glasbase; Flexiglas Base;
Min. plywood
Flintlastic Base 20; All Weather/
Flintfast3 in. Insulation Plates with
8-inch o.c, at 4-inch lap and 8-Inch o.c. In three
(Optional)
SBS-CA1
-52.5
.15/32-inch
at max 24-Inch spans
Empire Base; Yosemite Venting
FlintFast #12 or#14; Trufast 3" Metal
(3), equally spaced, staggered center rows
SBSCAI
Base; Flintlastic Poly SMS Base;
Insulation Plates with DP or
Flintlastic Ultra Poly SMS Base
TABLE 1F WOOD BECKS'- NEW CONSTRUCTION oitRE :ROCIF(TEAR OFF)
SYSTEMTYPEF:NON-IIVSIlLATEDBONDEO.RQOFGQI[ER ,
System Deck Roof Cover (Note.14) MDP (psf)
No. Primer (Note 1)
Base Ply Cap.
97-__ _ Min.15/32-Inch plywood at max 24-Inch spans FlintPrime or FlintPrime SA SBS-SA-H (Optional) SBS-TA, APP-TA SBS-TA, APP-TA-112.5.
W-9 1 Min. 15/32-inch,plywood at max 24-Inch spans FIIntPrime or FlintPrime SA , ((tSBSES`All (Optional) SBS-SA S65_SA _ u q 27.5
11111"pF
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report 3520.03.04-1120 for FL2533-R19
Certificate of Authorization #9503 &P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/201.7
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems;:(610) 651-5847 Appendix 1, Page 17 of 57