HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY
St. Lucie County
NEMO I etc.
Certificate ofAuthorization #32455
353 Christian Street, Unit H13
Oxford, CT 06478
(203) 262-9245
ENGINEER
EVALUATE TEST
CONSULT CERTIFY
EVALUATION REPORT
CertainTeed Corporation
REVIEWED
�-OR
Evaluation Report 3520.03.04-R24
20 Moores Road
FI-2533-R23
Malvern, PA 19355
CODE COMP�-
ANCE
Date of Issuance: 09/19/2005
(610) 651-5847
ST. LUCIE CUUNTY
Revision 24:06/20/2019
SCOPE:
0qO^d'
This Evaluation Report is issued under Rule 61132 - an?t'ee
applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: FlintlasticO Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of 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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO I etc. 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 thejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 67-page Appendix.
Prepared by:
FILE -OPY
Robert J.M. Nieminen, P.E.
%
The facsimile seat appearingwas authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983
Niernmen, PE. on 061 This does not serve as an
Z-'
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC, LLC is not owned, operated ourcontrolled 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 Nienninen, P.E. does not have, norwill acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEM01 etc. nor Robert Nierninen, P.E. are, in anyway, 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.
NNEMOletc.
ROOFING SYSTEMS EVALUATION:
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 6' 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.
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
REFERENCES:
ERDY. Examination Reference Date
ERD (TST6049)
FM 4470
3504.06.01-1
06/0512001
ERD (TST6049)
Fly 4470
3513.08.02
08/15/2002
ERD (TST6049)
Fly 4470
03515.07.03
07/22/2003
ERD (TST6049)
Fly 4470
3519.12.03
12/22/2003
ERD (TST6049)
FM 4470/4474
3522.07.04
07/28/20G4
ERD (TST6D49)
FM 4470/4474
0284102.05-11
02/10/2005
ERD (TST6049)
FM 4470/4474
3533.01.06
01/06/2006
ERD (TST6049)
FM "70/"74
4674.11.01-1
03/21/2006
ERD (TST6049)
Physical Properties
3535.10.06
10/31/2006
ERD (TST6049)
FM 4470/4474
3521.07.G4-Rl
10/26/2007
ERD (TST6049)
Fly 4470/4474
02764.09.05-Rl
12/10/2007
ERD (TST6049)
FM 4470/4474
02762.03.05-RI
12/10/2007
ERD (TST6049)
Physical Propenies
C7290.01.08
01/16/20UB
ERD (TST6049)
Physical Properties
C10080.09,08
09/04/2008
ERD (TST6049)
FM �70/4474
C8370.08.08-RI
10/05/2009
ERD (TST6049)
FM 4470/4474
P6860.06.07-RI
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 447G/4474
C33980.12.10
12/22/2010
ERD (TST6049)
FM 4470/4474
C33830.02.11
02108/2011
ERD(TST6049)
TAS 117(B), Rupture
C35500.02.11
02109/2011
ERD (TST6049)
FM "70/4474
07820�07.12
0712412U12
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 (TST6D49)
Fly 4470/4474
C42280.08.12
08/20/2012
ERD (TST6049)
TAS 117(A)
A35880.04.12-Rl
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
C47320.03.14-111
04/01/2015
ERO (TST6049)
FM 4470/4474
CTR-SCE995.10.15
10/14/2015
ERD (TST6049)
FM 4470/4474
CTR-SC9935.01.16
01/14/2016
ERD (TST6049)
FM 4470
CTR-SC9920.01.16-111
01/20/2016
ERD (TST6D49)
FM 4470/"74
CTR-SCID420.01.16
01/25/2016
ERD (TST6049)
FM 4470/4474
CTR-SC9175.09.16-1
09/06/2016
ERD (TST6D49)
FM 4470/4474
CTR-SC9175.09.16-1
09/06/2016
ERD (TST6049)
FM 4470/4474
CTR-KlIS90.09.16-111
09/06/2016
NEMO ETC, LLC Evaluation Report 3520.03.134-IR24
Cenificate OfAuthorizotion #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL2533-R23
CertainTeed Flintlastic- Modified Bitumen Roof Systems; 1610) 651-5847 Revision 24: 06/20/2019
Page 2 of 6
NNEMOjetc.
En�
Examination
Reference
Date
ERD (TST6049)
I'M 4470/4474
CTR-SC12255.12.16
12/27/2016
ERD (TST6049)
Criticality
ICP-SC15630.09.17
09/0612017
ERD (TST6049)
Criticality
1CP-SC16225.09A7
09/06/2017
ERD (TST6049)
FM 4474
CRT-SC15775.17
09/13/2017
FM Approvals (TST1867)
FM "70
OE3A2.AM
03/30/1982
FM Approvals (TST1867)
FM 4470
3WOA4.AM
03/16/1993
FM Approvals (TSTIE67)
FM 4470
3WOA2.AM
03117/1993
FM Approvals (TST1867)
FM 4470
3WDA3.AM
03/17/1993
FM Approvals (T5TIS67)
FM 4470
IZ4A6.AM
09111/1996
I'M Approvals (TSTIE67)
FM 4470
3Y8AI.AM
09/30/1996
FM Approvals (TST1867)
Flyl 4470
2D5A9.AlA
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
10/1512001
FM Approvals (TST1867)
FM "70
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 "70
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3018579
10109/2003
FM Approvals (TST1867)
FM "70/4474
3020703
07/30/2004
FM Approvals (TST1867)
FIVI 4470/4474
3021759
06/03/2005
FM Approvals (TST1667)
FIA 4470/4474
3022038
0410SY2006
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals iTST1867)
FM "70/4474
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
FN4 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 (TST18671
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
FM Approvals (TST1867)
FM 447014474
305S491
12/0512016
FM Approvals (TST1867)
FM 4470/4474
3063970
09/14/2018
MTJ (TST2508)
Physical properties
DX08C4A
03/22/2004
MTl (TST2508)
Physical properties
DX2OE3A
03122/2004
MTl (TST2508)
Physical properties
DX2GE3A-001
01/134/2006
MT] (TST2508)
Physical properties
AX31GSA
08/21/2008
MTl (TST2508)
Physical properties
AX31G8D
09/05/2009
MTI (TST2508)
Physical properties
AX31GEF
06/05/2009
MTI (TST2508)
Physical properties
AX21GSC
01/28/2011
NEW (T5T6049)
FM 4474
4L-CTR-18-002.09.18-1; CTR-Cl, C2
09/21/2018
NEMD (TST6049)
FM4474
4L-CTR-28-002.09.18-2; CTR-C3
09/21/2018
NEMO (TST6049)
FM 4474
4L-CTR-18-002.10.18; CTR-A1, A2, C4
10/22/2018
NEMO (TST6049)
FM 4474
4L-CTR-18-002.03.19A; CTR-05 TO CS
03/07/2019
NEMO (TST6049)
FM 4474
4L-CTR-18-002.04.19B; CTR-C11
04/12/2019
NEMO (TST6049)
FM 4474
2L-CTR-19-001; CTR-C9 & CTR-CIO
04117/2019
PRI (TST5878)
Physical Properties
CTC-032-02-01
0111612008
PRI (TSTS878)
Physical Properties
CTC-G34-02-01
11/24/2008
PRI (TST5878)
Physical Properties
CTC-066-02-01
08/08/2011
PRI (TST5878)
Physical Properties
CTC-067-02-01
08/08/2011
PRI (TST5978)
Physical Properties
CTC-068-02-01
08108/2011
PRI (TST5878)
Physical Properties
CTC-07G-02-01
08/08/2011
PRI (TSTS878)
Physical Properties
CTC-071-02-01
08/08/2011
PKI (TST5978)
Physical Properties
CTC-093-02-01
08108/2011
PRI iTST5878)
Physical Properties
CTC-116-02-01
04103/2012
PRI (TSTS878)
Physical Properties
CTC-183-02-01
10/04/2013
PRI (TST5879)
Physical Properties
CTC-259-02-01
12/11/2015
ILL, LLC. (QUA9625)
Quality Assurance
Service Confirmation, R11656
03/09/2017
NEMO ETC, LLC Evaluation Report 3S20.03.04-RZ4
Certificate ofAuthofizotion #32455 6"EDITION (2027) FBC NON-HVHZ EVALUATION FL2533-R23
CertainTeed Flintlastic' Modified Bitumen Roof Systems; 1620) 651-5847 Revision 24: 06/20/2019
Page 3 of 6
NNEMOIetc.
This Evaluation Report covers FlintlasticO 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
TYPE
1: ROLL-GoODS FOR FLINTLASTIC* MODIFIED BITUMEN ROOF SYSTEMS
PRODUCT SPECIFICATION
REFERENCE GRADE TYPE
Base Sheets
FlintlasticO SA NaiIBase
ASTM D4601
N/A
11
Glasbase'm Base Sheet
ASTM D4601
N/A
11
All Weather/Empire T" Base
ASTM D4601
N/A
11
Flexiglas'" Base
ASTM D4601
N/A
11
FlintlaStiCTM Base 20
ASTM D4601
N/A
11
Flintlastic Poly SMS Base Sheet
ASTM D4601
N/A
11
YosemiteO Venting Base
ASTM D4897
N/A
I fl
Ply Sheets
FlintglasO Ply 4
ASTM D2178
N/A
IV
FlintglasO Premium Ply 6
ASTM D2178
N/A
VI
Base/Ply Membranes (APP)
Flintlastic- APP Base T
ASTM D6509
N/A
N/A
Flintlasti0 STA
ASTM D6222
5
1
FlintlasticO STA Plus
ASTM D6222
S
I
Cap Membranes (APP)
FlintlasticO STA
ASTM D6222
S
I
Flintlastic- STA Plus
ASTIVI D6222
S
I
Flintlastics GTA
ASTM D6222
G
I
Flintlastica GTA CoolStar—
ASTM D6222
G
I
FlintlasticO GTA-FR
ASTM D6222
G
I
FlintlasticO GTA-FR CoolStu-
ASTM D6222
G
I
Base/Ply Membranes (SBS)
Flintlastic' SA PlyBase
ASTIVI D1970
NIA
N/A
Black Diamond- Base Sheet
ASTIVI D3.970
N/A
N/A
Flintlastic* SA Mid Ply
ASTIVI D6163
S
I
Flintlastic* Ultra Glass SA
ASTIVI 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 CoolStarTm
ASTM D6163
G
I
Flintlastic* FR Cap 30
ASTM D6163
G
I
Flintlastic' FR Cap 30 CoolStaff
ASTM D6163
G
I
Flintlastic' FR Cap 30 T
ASTIVI D6163
G
I
Flintlastic* FR Cap 30 T CoolStar—
ASTM D6163
G
I
Flintlastic* SA Cap
ASTIVI D6164
G
I
Flintlastic' SA Cap CoolStarT'
ASTM D6164
G
I
Flintlastic' FR-P
ASTIVI D6164
G
11
Flintla5tic* FR-P CoolStar�
ASTM D6164
G
I
Flintlastic* GIVIS
ASTM D6164
G
I
Flintlastic' GM5 CoolStaff
ASTM D6164
G
I
Flintia5tic' GTS-FR
ASTM D6164
G
11
Flintlastic* GTS-FR CoolStar"
D6
G
11
2 Pr2mium FR-P
ASTM 164
G
H
22�
n!!,,!t!�c: Prmiurn FR-P CoolStar"
ASTM D6164
G
11
NEMO ETC, LUC Evaluation Report 3S20.03.04-RZ4
Certift.W of Auth.,hotio. #3245S rEDITION (2017) FBC NON-HVHZ EVALUATION FL2S33-R23
Certainreed FlintlaStic- Modified Bitumen Roof Systems; (610) 651-S847 Revision 24: 06/20/2019
Page 4 of 6
ONEMOletc.
5.1 This is a building code evaluation. Neither NEM01 etc. 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 This Evaluation Report does not purport to address codified fire requirements. Refer to a current Approved 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
FEIC 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 I 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 F8C 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
ANISI/SPRJ IA-1, ASTM E907, FIVI 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(l), 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.
NEMO ETC, LLC Evaluation Report 3520.03.04-R24
Cenoficate ofAuthotization #32455 eEDITION (2017) FRC NON-HVHZ EVAWATION F1.2533-1123
CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Revision 24: 06/20/2019
Page 5 of 6
ON EMO I etc.
6.1 FlintlasticO 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.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
LI L, LLC. — QLA9625; (414) 248-6409, karen.buchmann@ us.ul.com
THE 67-PAGES THATFOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC, LLC Evaluation Report 3520.03.134-R24
certificate ofAuthon2ation #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FLZS33-R23
CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 6S1-S847 Revision 24: 06/20/2019
Page 6 of 6
ONEMID I etc.
APPENDIX 1:ATTAOHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5
1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-8
1C Wood New, Rerocif (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9
1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10-11
1E Wood New, Reroof (Tear -Off) or Recover D Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 12-14
117-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17
IF-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 18-19
0 M. 17M. �71-7_0-�w @_ N 3-OLCove ED
2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech, Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 20-22
2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mach. Attached Insulation, Bonded Roof Cover 23-27
2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Much. Attached Base Sheet, Bonded Roof Cover 28-30
3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-38
3B Structural concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 38
3C Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39
4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40-43
4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 44-46
4C Lightweight concrete New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47-52
4D Lightweight concrete Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52
5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RoofCover 53
so Cementitious wood fiber New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded RoofCover 54
5C Cernentitious wood fiber New, Reroof (Tear -OR) or Recover C Mach. Attached Insulation, Bonded RoofCover SS
SO Cementitious wood fiber New, Renoof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 55
6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56-58
6B Existing gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58-59
ISC Existing gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 59
ED Existing gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60
7A Various Recover A-1 Bonded Insulation, Bonded RoofCover 61-67_
7B Various Recover F Non -Insulated, Bonded Roof Cover 67
NEMO ETC, LUC Evaluation Report 3520.03.04-R24 for F1.2533-1123
Certificate of Authorization U32455 6"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019
Prepared by: Robert Niernmen, PE-59166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5947 Appendix 1, Page 1 of 67
NNEMOjetc.
The following notes apply to the systems outlined herein.
" 7 , `TC
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MT753f, djk7baf ;pff;e,;"Qs;R-w7dMcks shallibe in titicordance7ivitni F 7requlremenisfo iffe 55tiifm� iFfic"EM17a
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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 Roolgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Eakfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HID with Trufast 3"
Metal Insulation Plates or FIIntFa5t #14 Fastener with FlintFast 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 HID with ONG 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 H12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-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 414 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 FlintFast 3" Insulation Plates, Minimum 1-inch embedment. Fasteners installed with a pilot
hole in accordance with the fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board orgypsum-based roof board that meets the CA requirements
of F.A.C. Rule 61620-3 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 insulation board for System Type D (mechanically attached base sheet, handed roof cover),
whereby the base sheet screws and plates are installed through the UNIC to engage the structural steel or concrete deck. The structural deck shall be of equal argreater 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 ofthe roof deck shall be documented through proper
codified and/or FBC Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FIVI Loss Prevention Data Sheet 1-29 (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 b51'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 foyer below.
>
Dow I NSTA-STIK Qulk Set insulation Adhesive (D-IS):
Continuous 0.75 to I inch wide ribbons, 12-inch o.c.
>
ICP Adhesives Polyset BOARD -MAX:
Continuous 3-inch ribbons, 12-inch o.c.
>
ICP Adhesives Polyset CR-20:
Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c.
),
Millennium One Step Foarnable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-inch wide ribbons, 12-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 OiyBand 500 or OIyBDnd Green (OR500):
Continuous 0.75-inch wide ribbons, 12-inch o,c, (PaceCart or SpotShot)
Note: When multiple layers(s) ofinsulodon andlor coverboard are installed in ribbon -applied adhesive, boards shall be staggeredfrom layer-to-loyer.
>
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 may be 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) @ 12Anch o.c.
MDP -105.0 psi (Min. 1.0-inch)
•
Ashland Pliodeck (A-PD) @ 6-mch o.c.
MDP -277.5 psf (Min. 1.0-inch)
•
Dow INSTA-STIK Quk Set Insulation Adhesive (D-15):
MDP -120D psf (Min. 1.0-inch)
•
ICP Adhesives Polyset CR-20:
MDP -117.5 psf (Min. 1.0-inch)
•
Millennium One Step Foarnable Adhesive (M-OSFA):
MDP -157.5 psf (Min. 1.0-inch)
•
Millennium PG-1 Pump Grade Adhesive (M-PG1):
MDP -157.5 psf (Min. 1.0-inch)
•
OMG OlyBond 500 (OB500):
MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3)
•
OMG O[yBond 500 (OB500):
MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL)
•
OMG OlyBond 500 (013500)�
MDP -315.0 psf (Min. 0.5-inch ENRGY3)
•
ONIG OlyBond 500 (OB500);
MDP -487.5 psf (Min. 0.5-inch ACFoann 11)
NEMO ETC, U-C
Evaluation Report 3520.03.04-R24 for F1.2533-1123
Certificate ofAuthorization
#32455
EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019
Prepared by:
Robert Klieminen, PE-59166
CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 ofn
ONEMOletc.
8. Bonded polyisocyanurateinsulation boards shall be maximum 4x4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone I 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. Commonlyused methods are ANSI/SPRI WDI, 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.
10. For assemblies with all components fully bonded in place, the maximum design pressure forthe 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
require me nts for the system. Testing and analysis shall be in accordance with ANSI/SPR I FX-1 or Testing Application Standard TAS 105.
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, I'M 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. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming
agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use ofthese fistings
in new construction or re -roof (tear -off) applications is at the discretion of the Designer of Record and Authority Having Jurisdiction.
10 Q_Me—ss o-treWl Mel
�93=1111092=_
REFERENCE
LAYER
MATERIAL
APPLICATION
BP -AA
(Base and Ply sheets, Asphalt -Applied)
Base
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Hot asphalt at 20-40 lbs/square
Ply
One or more Fl I ntglas P ly 4; Fl I ntg1as Premium Ply 6
BP-AA2
(Base, Spot-Asphalk-Applied)
Base
Yosemite Venting Base
Hot asphalt in 24-inch diameter spots in
30-inch grid pattern
BP.AA3
(Base, Spot -Asphalt -Applied)
Base
Yosemite Venting Base
Hot asphalt in 9-inch diameter spots in grid
pattern noted herein.
BP-AA4
(Ba, She Asphalt Applied)
Base
Yosemite Venting Base
Hot asphalt in 9-Inch wide ribbons spaced
as noted herein.
BP-CA2
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Henry #903 Adhesive at 1.5 gal/square
BP-CA3
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o.c.
SB5-AA
(SOS, Asphalt Applied)
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Hot asphalt at 20-40 lbs/square
Ply
One or more Flintlastic Base 20; Flintlastic Poly SMS Base; FlIntlastic Ultra Poly SMS Base
Cap
Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar; Flinflastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P
CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
NEMO ETC, ULC
Certificate of Authorization 932455
Prepared by: Robert Nienninen, PE-59166
So" EDITION (2017) FBC NON-HVHZ EVALUATION
CertalnTeed Flintlastic- Modified Bitumen Roof Systems; (6101 651-SB47
Evaluation Report 3520.03.04-R24 for F1.2533-1123
Revision 24: 06/20/2019
Appendix 1, Page 3 of 67
NNEMOjetc.
CERTAINTEEo FLINTLASTIC' MODIFIED BITUMEN COMPONENTS &APPLICATION MaHODS (CONTINUED)
.. ... .. ...
REFERENCE LAYER
MATERIAL
APPLICATION
Base
Flintlastic Base 20; Plintlastic Poly SIAS Base; Flintlastic Ultra PolySMS Base
Note:
Base plycures overnight priorto application ofthe ply orcap ply.
FlintBond Brush or Karnak No. 81 Cold
SBSCA1
Ply
Flintlastic Base 20; Flintlastic Poly SIMS Base; Flintlastic Ultra PoIySMS Base
Process Modified Bitumen Adhesive Brush
Cap
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FIR Dual Cap; Flinflastic FR-P; Flintlastic FR-P
PSS, Cold -Applied)
Grade at I gal/square
CoolStar; Flinflastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flinflastic GMS
CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA2
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Henry #903 Adhesive at 1.5 gal/square.
Cap
Flintlostic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P
(SBS, Cold -Applied)
CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flinflastic Base 20; Flinflastic Poly SMS Base; Flintlastic Ultra Poly SIAS Base
SBS-CA3
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
(SBS, Coki-Applied)
Adhesive, beads spaced 6-inch D.C.
Cap
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flinflastic FR-P
CODIStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; FlIntlastic GMS CoolStar
Base
Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA
(SBS, Torch -Applied)
Torch -Applied
Ply
One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
Cap
Flintlastic PR Cap 30 T, Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar
Base
One or more Flintlastic APP Base T, Flintlastic STA; Flintlastic STA Plus
APP-TA
(APP, T.,ch-A,pMd)
Torch -Applied
Cap
Flinflastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR
CoolStar
SBS-SA-H
(SES, Self-Adherng, HJ,,W S,,Wro�)
Base/Ply
Black Diamond Base Sheet, Flintlastic Ultra Glass SA
Self -Adhering
(gas7
(PR 'nt la"st7SAP I 'vB a se. �FILT
ead'17qSA =1dP1
rih
CO.
(�,Rntfqlc SA Ca Ill i ntlastic SA Cap PR CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FIR Cool Star
16, Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP I imitations. The lesser of the MDP listings below vs. those in Table 3Aap plies:
VAPOR BARRIER
OPTIONS; SrRUCTURALCONCRETE DECK; ADHERED INSULATION PER TABLE 3A� (The lesser of the MDP listings below vs� those
'in Table 3A a p plies)
OPTION
#
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MDP (PSF)
TYPE
ATTACH
VB-1.
FlintPrime
Flintlastic SA PlyBase
Self -adhering
OB500,12-inch D.C.
-82.5
VB-2.
FlintPrime
Flintlastic GTA
Torch -applied
M-OSFA or M-PG1, 12-inch D.C.
-420.0
VB-3.
FlintPrime
Flintlastic Base 20 T, FlintlasticFRCap30TorFlintlasticGTS
Torch -applied
M-OSFA or M-PG1, 12-inch D.C.
-495.0
17. "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.
NEMO ETC, LUC Evaluation Report 3520.03.04-R24 for FL2S33-1123
Certificate ofAuthorization 932455 V"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019
Prepared by: Robert Niammen, PE-S9166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 67
ONEMOjetc.
TABLE IF-2: WOOD DECKS — NEW CONSTRUCTION, REACCIF (TEAR -off) OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BON DIED ROOF COVER
System
Deck
Base Sheet
Root Cover (Note 15)
MDP
No.
(Note 1)
Base
Fasteners
Attach
Ply
Cap
(Psf)
Glasbase; Flexiglas; Flintlastic
Flintfast 3 in. Insulation Plates with
(Optional) BP-
Min. 15/32-inch plywood
Base 20; Poly SMS Base; Ultra
FlintFast P12 or 914; Trufast 3" Metal
6-inch o.c. at 4-inch lap and 6-inch o.c. in three
AA, SBS-AA,
SBS-AA, SBS-
W-95
at max 24-inch spans
Poly SMS Base; Yosemite Venting
Insulation Plates with DP or HD; OMG 3
(3), equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
-97.5
Base
in. Round Metal Plates with OMG 414 HD
APP-TA
Min. 15/32-inch plywood
OMG 3 in. Round Metal Plates with ONIG
6-inch o.c. at 4-inch lap and 6-inch o.c. in three
W-96
at max 24-inch spans
Flintlastic APP Base T
M14 HD
(3), equally spaced, staggered center rows.
APP-TA
APP-TA
-97.5
Glasbase; Flexiglas; Flintlastic
Flintfast 3 In, Insulation Plates with
(Optional) Bp-
Min. 15/32-inch plywood
Base 20; All Weather/ Empire
8-inch o.c. at4-inch lap and 8-inch o.c. at three
SBS-AA or
W-97
at max 24-inch spans
Base; Poly SMS Base; Ultra Poly
FlintFast#14; Trufast3" Metal Insulation
(3) equally spaced, staggered center rows
AA, SBS-AA or
SBS-TA
-97.5
Plates with Trufast HID
SBS-TA
SMS Base; Yosemite Venting Base
Glasbase; Flexiglas; Flinflastic
BP -AA, SBS-
Min. 19/32-inch plywood
Base 20; Poly SMS Base; Ultra
7-inch o.c. at 3-inch lap and 7-inch o.c. in three
SBS-AA, SBS-
W-98
at max 24-inch spans
Poly SMS Base; Yosemite Venting
Note 2
(3), equally spaced, staggered center rows
AA, SBS-TA or
TA or APP-TA
-105.0
Base
APP-TA
Min. 19/32-inch plywood
OMG 3 in. Round Metal Plates with OMG
7-inch a. c. at 3-inch lap and 7-inch o.c. in three
W-99
at max 24-inch spans
Flintlastic APP Base T
#14 HD or Dekfast Hex Plate with Dekfast
(3), equally spaced, staggered center rows
APP-TA
APP-TA
-105.0
414
Glasbase; Flexiglas; Flintlastic
Flintfast 3 in. Insulation Plates with
(Optional) BP-
Min. 15/32-Inch plywood
Base 20; Poly SMS Base; Ultra
FlintFast #12 or#14;Trufast3" Metal
6-inch o.c. at 4-inch lap and 6-inch o.c. in four
AA, 5BS-AA,
SBS-AA, SBS-
W-100
at max 24-inch spans
Poly SMS Base; Yosemite Venting
Insulation Plates with DIP or HID; OMG 3
(4), equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
-127.5
Base
in. Round Metal Plates with OMG 414 HD
APP-TA
Mm 1�12'41 -
�'
0 G 3 in. Round Metal Plates with OMG
6 nch h lap and 6-Inch o.c. in four
-;
W_1O1
at a _n cc�hP,.1:o.c1
s
Flintlastic APP Base T
If IM4 H D
4 e =nd taggered center rows.
( , q , s
APP-TA
APP-TA
-127.5
Ooui-Appum Sysnms;
Glasbase; Fleidglas Base;
Min. 15/32-inch plywood
Flintlastic Base 20; All Weather
Flintfast 3 in. Insulation Plates with
8-inch a.c. at 4-inch lap and 8-inch o.c. in three
(Optional)
W-102
at max 24-inch spans
Empire Base; Yosemite Venting
FlintFast 912 or 914; Trufast 3" Metal
(3), equally spaced, staggered center rows
SBS-CA1
SBS-CA1
-52.5
Base; Flintlastic Poly SMS Base;
Insulation Plates with DP or HD
Flintlastic Ultra Poly SMS Base
NEMO ETC, U.0 Evaluation Report 3520.03.04-R24 for FL2533-R23
Certificate of Authorization H32455 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019
Prepared by: Robert Niemmen, PE-59166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 19 of 67