HomeMy WebLinkAboutEVALUATION REPORTLqoq- 5
SCANNED
RFCen F6
BY
St. Lucie County
OR 082818
Perryttil,
NEMO I etc.
St. Lu ,, e0 at �1@nt
ty
to
Certificate of Authorization p32455
353 Christian Street, Unit #13
Oxford, CT 06478
(2031262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(954)233-1330
LE COPY
Revision 21: 10/08/2018
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 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: QP'olyg ass SBS and AP.P o_dified Bitumen ROOfj�stem5
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 IOC3tlOn(s). NEMO( 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 "NEMOletc. 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 4, plus a 65-page Appendix.
Prepared by:
ii?�rgy.Tries 1ps.
Robert J.M. Nieminen,P.E. "3,',+F'.rwc�,;g�Ct' The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on10109/2018. This does not serve as an
Florida Registration No. 59166, Florida DCA ANE1983
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 isnot 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 NEMO ETC, LLC 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.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code
through testing.inaccordance 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
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
ASTMD6162
200E
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.21
Physicals
ASTM D6222
2011
1507.11.2
Physicals
ASTM D6509
2009
Entity
Exam
Reference
Date
Entity
Exam
.Reference
Date
ERD (TST6049)
Physicals
P10490.10.08-2
10/30/2008
' FM (TST1867)
FM 4470
21 0 0.AM
12/23/1998
ERD (TST6049),
FM 447D/4474
P13760.09.09
09/10/2009
FM (TST1667),
FM 4470
2DSA9.AM
06/22/1999
ERD (TST6049)
FM 447D/4474
P33770,09.09
09/10/2009
FM (TSTIB67)
FM 4470
3006646
01/04/2000
ERD TST6049)
FM 4470/4474
P30540.11.09-RI
11/30/2W9
', FM(T5TI867)
FM 4470
3001334
01/25/2000
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (MI867)
FM 4470
3OD1334
02/15/2000
ERD(TST6049)
Physicals
P33960.12:30
12/30/2010
FM(TST11167)
FM 4470
3000857
01/12/2000
ERD (TST6049)
TM 4470/4474
P33970.03.11
03/15/2011
FM ITST1867)
FM 4470
3004091
01/12/2000
ERD(TST6049)
Physicals
-P37590.03.13-3A
03/06/2013
FM(TST1867)
FM 4470
3006115'
05/02/203
ERD (TST6049)
FM 4470/4474
P3968D.03.13
03/04/2013
FM(TST1867)
FM 4470
30ID21
07/29/2W2
ERD(TSTG0491
Physicals
P3759D.03.13-1-RI
06/26/2013
FM(TST1867)
FM 4470
3014692
08/35/2003
ERD(TSMG49)
Physials
P37590.03.13.2-RI
07/01/2013
FM (TST1867)
FM 4470
30147s1
08/27/2W3
ERD (TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM (TST1867)
FM 4470
3007170
01/13/2004
ERD (TST6049)
Physicals
P37590.03.13-5-R1
07/01/2013
Fly (TST1867)
FM 4470
3019317
06/30/20M
ERD (TST6049)
Physicals
P3759D.07.13-1
07/02/2013
FM CM1867)
FM 4470
3020703
07/30/2004
ERD(TST6049)
FM 4470/4474
P4163D.08.13
68/06/2013
Fly (TST1867)
FM 4470/4474
3018332
OV31/2006
ERD(TST6049)
Physicals
P4594D.09.13
09/04/2013
FM (TST1867)
FM 4470/4474
3023369
03/20/2006
ERD (TST6049)
'Physicals
P44370.10.13
10/04/2013
FM (TST1867)
FM 4470/4474
3024594
05/23/2W6
ERD(TST6049)
Physicals
P3952D.09.14-2
09/11/2014
FM(TST3867)
FM 4470/4474
3023458
07/IB/2006
ERD(TSTW49)
FM 4470/4474
SCSIGO.11.14
11/10/2014
FM (TST1867)
FM 4470/4474
3030668
09/12/2007
ERD (TST6049)
Physicals
P454405C.03.15-1
03/31/2015
FM (TST1867)
FM 4470/4474
3032172
06/12/2009
ERD (TST6049)
Physicals
SC5170.05.15
05/0a/1m5
FM (TST1867)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
US/19/3015
FM (TST1867)
FM 4470/4474
3057029
02/02/2017
ERD RST6049)
Physicals
SC5170.12.15
12/29/2015
NEMO(T96049)
Critiality
4S-PLYG 18-001,0618
06/D12018
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO (TST6049)
FM 4474
41.-PLY&IS-003.08.111
08/21/2018
ERD(T5T6049)
FM 4470/4474
PLYG-SC8905.0516-1
05/17/2016
NEMO ITST6049)
FM 4474
PLYG.CI. U, G, C5. Ca
09/21/2018
ERD DST6049)
FM 4470/4474
PLYG-SCS905.05.16-2
05/17/2016
NEMO(TST6049)
CriOtallty,
45-PLY2-1"01.10.18
10103/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC1mL5A7.16-R1
09/23/2016
Pit[TSTS878)
Physicals
PUSA-062-024)1
12/04/20(17
ERD
UL1B97
PLYG-SC12025.1%16
10/12/2016
PRI(TST5678)
Physicals
PUSA-061-02.02
01/28/2008
.(TST6049)
ERD(TST6049)
FM 447014474
PLYG-SC11475.16
11/17/2016
PRI(TST5878)
Physicals
PUSA-064-02412
02/27/2008
ERD (TST6049)
FM4470/4474
PLYG-SC13235.01.17
01/17/2017
PRI(TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC13920.05.17
05/30/2017
PRI (TSTS878)
TAS 114
PUSA-IM-02.01
02/09/2017
ERD (TST31294)
FM 4470/4474
PUG•M13945.05.17-1
05/30/2017
PRI (TST51178)
TAS 114
PUSA-188-02-02
D2/08/2017
ERD (TST31294)
'FM 4470/4474
PLYG-0 13945.05.17-3
05/30/2017
PRI (745878)
TAS 114
PUSA-188-02.03
02/08/2017
ERD(TST6049)
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI(TSTS878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC15760.09.17
09/21/2017
PRI (TST5878)
TAS 114
PUSA-202-02-02
05/17/2017
FM (TST1867)
FM 4470
2W ATAM
08/04/1994
M-D(CER1592)
HVHZ
Various NOM
Various
FM TST1867)
FM 4470
OD3A3,AM
04/04/1997
WD(CER1592),
Prop. for Rev.
1"an
10/12/2010
UL(QUA9625)
Quality Control
Service ConRrm
09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-1121
Certificate of Authorization H32455 0 EDITION (20171 FBC NON-HVHZ EVALUATION F1.1654-1123
Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Revislon 21: 10/08/2018
Page 2'of 4
ONEMOletC.
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
TABLE
Type
1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN
Product
ROOF SYSTEMS
Specification
Reference
Grade
Base Sheets
Polyglass G2 Base
- ASTM D4601
N/A
Polyflex SA Base
ASTM D4601
N/A
Poly lass APP Base _ _..
ASTM D6509
N/A
JN/A
SBS Membranes
Pol glass HT Base 650
ASTM D6162
S
Elastobase
ASTM D6163
5
Elastoflex V
ASTM D6163
5
Elastoflex SA V Base
ASTM D6163, Table 2
S
.
EIaATo�exSAY FR Base _ -
ASTM D6163, Table 2
5
I-
Ela0 S fle SAtiV Plus.
ASTM D6163
5
1:
Elastoflex SA V Plus FR
ASTM D6163
5
I
Elastobase Poly_
ASTM D6164
S
I-
Elastoflex 56
ASTM D6164
S
I
Elastoflex S6 Type II -
ASTM D6164
5
II
Elastoflex VG
ASTM D6163
G
1 _
Elastoflex VG FR
A57M.D6163
G
.I.
SBS Membranes
_
Elastoflex S6 G - _-
_
ASTM D6164 _
G
I
Elastoflex 56 G FR
--- ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Pol fresko G SBS FR sand or of -film back
ASTM D6164
G
I'
Elastoshield TS G
ASTMD6164
G
I
Elastoshield TS G FR --
ASTM D6164
G
I
Elastoflex SA P _
ASTM D6164
G
_ _ I
Elastoflex SA P FR
ASTM D6164. _
G
I' .
PalyreFlect _ _ _
ASTM D61641
S
1
I
-
APP Membranes
Polyflex
ASTM D6222
S
I
P,0I)!Je>cIGti�•
ASTM D6222I
G
I
Po yflexGfR
ASTMD6222._
G
I
-Polyfresko G _
ASTM D6222
G
1
Pol fresko G FR _
ASTM D6221,
G
I _
Polybond " _
ASTM D6222j
_ 5
I
-Poi bond G -
ASTMD62221
G
I
Polyflex SAP -
ASTM D6222-
G
I
Flex SA P FR
ASTM 06222
G
t
Pol fresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 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
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Cert//cote o)authodmdon a32455 6- EDITION(2017) FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 -Revision 21: 10/08/2018
Page 3 of 4
ONEMOletc.
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 bedocumented 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 AN51/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk`
carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected'assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16:.No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off)or recover installation, the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM-E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted 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 3.504.9 has already been applied). Refer to FBC
2609 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.
MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QArequirements
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-11121
Ceni&ore of Authodzotion#32455 6- EDMON (20171 FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 733.1330 Revision 21: 10/08/2018
Page 4 of 4
NNEMOjetc.
APPENDIX 1:
TABLE
ATTACKM ENT REQUIREMENTS FOR WIND
DECK
UPLIFT RESISTANCE
APPLICATION
TYPE
- DESCRIPTION
PAGE
IA
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
5-9
1C
Woad
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
ID
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mach. Attached Base Sheet (nails). Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
acd
p$Rw:cia9ro5- Tear Off)
iNon:InsulatedRBonded;RoofCoy
---�"
2A
Steel or Structural concrete
New, Remof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30-34
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech, Attached Base Sheet, Bonded Roof Cover
35-37
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
3B
Structural concrete
New or Reroof (Tear -Off(
F
Non -Insulated, Bonded Roof Cover
- 46
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Banded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Rented (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Reroof (Tear -OM
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51-53
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
Sc
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Banded Roof Cover
56
5D
Cementitious wood fiber
New, Reroof (Tear -Of) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Banded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Banded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof (Tear-0ff) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
-60
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Nan -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
P7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apply to the systems outlined herein:
1. 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.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
S- Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
NEMD ETC, LLC Evaluation Report P9290.02.08.R21 for FL16S4-RZ3
Certificate of Authorization #32455 fin' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 65
ONEMOletc.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-basedroofboard or mineral -wool roof board that meets the OA 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 rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are Installed through the LW IC 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.
S. 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 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.
D Hot asphalt (HA): Full coverage at 25-30 lbs/square.
> Dow INSTA STIR Cuik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c.
D Millennium One Step Foamable Adhesive (M.OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D Millennium PGA Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
> OMG Olyeond 500(08500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c.(PaceCartor Spotshot).Note: OlyBond Green may be used where Olyeond 500 is referenced.
D OlyBond Classic(OB Classic): Full coverage at l gal/square.
YICP Adhesive& Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c.
D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, baardjoints shall be staggered.
Y Note: The maximum edge distancefrom 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 MOP 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;
➢ Millennium One Step Foamable Adhesive(M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick)
➢Millennium PG-1 Pump Grade Adhesive (1, I): MDP -157.5 psf (Min. 0.54nch thick)
D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond SOO(OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
D OMG OlyBond 500 (OB500): MOP -315.0 psf (Min. 0.5-Inch thick ENRGY 3).
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
D ICP Adhesives &Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.D-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4ft.
9. For mechanically attached components or partially bondedinsulation, 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 WDI, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 217 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,
10. For fully bonded assemblies, 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 TA5105.
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 documentedthrough field uplift testing in accordance with
AN51/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1.52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is option al;however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL7654-1123
Certificate of Authorization f132455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Niernmen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65
NNEMOletc.
14. Lightweight Insulating Concrete (LWC) shall beast in accordance with F3C Secion 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. Unless otherwise noted, for systems where specific LWC is notreferenced, 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 CER3592). Unless otherwise noted,
use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
POLYGLASs ROOF COVERS
REFERENCE
LAYER'
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Base and Ply sheets,
( V
PI
One or more lies Polyglass Ply IV, Polyglass Ply VI, FBCA VI
g y proved Alms D217$membr
Hot Asphalt at 20-40
Asphalt -Applied)
Note:
Asphalt -applied sheet; or insulation shall not be applied to poly -film surfaced membranes.
n
Ibs/square
Base PI
One plyElastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base 650
SBS-CA1
- _
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type 11, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PG350 at 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfreska G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield
Polyplus 35 a[ 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex
56 Type 11, Polyglass HT Base 650
SBS-AA
Hot Asphalt at 2040
(SBS, Asphalt -Applied)
(S
Cap Ply
ElastoflexV, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, ElastoflexS6 G FR, Elastoshield TS-G,
Ibs/square
Elastoshield TSG FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed
Note:
Asphalt -applied sheets orinsulation shall not be applied to poly- film surfaced membranes.
Base Ply or Ply
650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex 56 Type II, Polyglass HT Base
SBS-TA
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex 56 G, ElastoFlez S6 G FR, Elastoshield TS-
Torch -Applied
G, Elastoshield TSG FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poi -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Pl.
Elastoflex SA P. Elastoflex SA P FR, Polyreflec[
(SBS, Self -Adhering)
Note.
Unless otherwise noted, permissible membrane substrates for SBS-SA arellmitedto the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase ( of /sand) or Elastobase (ol / al .
APP-CA1
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
- Cap Ply
Polyflex. Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
APP SA
Ca PI
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool _
(APP, Self -Adhering)
Nate:
Unless otherwise noted,permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Plyoptions herein,
Self -Adhering
Elastobase (➢oly/sond) or Elastobase (poly/poly).
NEMO ETC, LUC Evaluation Report P9290.02.08-R21 for FL16S4-RZ3
Certiflwte of Authorization ➢32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
ONEMOI etc.
TABLE 11: .OD RO
SYSTEM TYPE F: r BONDED ROOF
System
_ Roof Cover (Note 15)
Deck (Note 11
PrimerMDP
(psf)
Jain[Treatment
Base Ply
Ply
Cap Ply
No.
W-170
Min. 15/32-
None
None
SBSSA
(Optional)SBS-SA, SBS
SBS-SA, APP-SA SBS-
g00
inch plywood
TA, APP-TA
TA,APP-TA
-
W-171
Min,15132-
(OpOonal)PG300
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
inch plywood
Min. 15/32-
(Optional) SBSSA, SBS-
SBSSA, APP-SA SBS-
W172
Inch plywood
pG100
None
5BS-5A
TA, APP-TA
TA, "P-TA
_975
W-173
Min. 15/32-
(Optional)PG300
Plywood joints are covered with 44nch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Base or
(Optional) SBSSA, SBS
SBSSA.APP-SASBS-
-975
inch plywood
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, AP P-TA
W174
Min. 15/32-
POLYBRITE 745
None
SBSSA
(Optional) SBSSA, SBS-
SBS-SA APP-SA, SBS-
-105.0
inch plywood
TA, APP-TA
TA, APP-TA
W 73
15 -
(OPtionall PG100
lywood;maC ef8"v t>`edwi'iRd'tinc cw astn so- asto ex SA�PiGTrolled to
Ea In0ex 5AVPla or
-luu
p idn?t) 85-SASB5'
58 5A;.APP�SAy5�0sy
M4.AMyoud
puce to create continuatvs�ond.
Elu[of�,AV
7A APPSA
k7yCP2j1
W-176
Min. 15/32-
(Ophonal)PG100
Plywaodjoints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Polyflex SA Base
(Op[ional)APP-TA
APP-TA
-135.0
inplywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FLI6S4.R23
Certificate of Authorization 032455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65