HomeMy WebLinkAboutEVALUATION REPORTNEW I etc.
SCANNED Certificate of Authorization#32455
BY 353 Christian Street, Unit #13
St. Lucie county Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Polyglass USA, Inc. Evaluation Report P9290.02.08-1121
150 Lyon Drive FL1654-R23
Fernley, NV 89408 Date of Issuance: 02/11/2008
(954) 233-1330 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: Polyglass SBS and APP 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 Ietc. 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 Ietc. 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:
a"'Ini"W „- -
k'z
�o
Robert J.M. Nieminen, P.E.
The Facsimile sea] appearing wasauthorizedbyRobert
Florida Registration No. 59166, Florida DCA ANE1983
^;'lq,: �:;;,`�•d Nieminen, P.E. on 10/08/2018. This does not serve as an
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. NEW ETC, LLC 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.
S. 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.
NNEMO etc.
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
6th Edition (2017) Florida Building Code
through testing in accordance
with the following
Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
Section
PropertV
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
ASTM D6162
2008
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.2
Physicals
ASTM D6222
2011
1507.11.2
Physicals
ASTM D6509
2009
3. REFERENCES:
Entity _
Exam
Reference _
Date _
_
EntityExam
_
Date
ERD (TST6049)
Physicals
P30490.30.08-2
SO/301MOS
FM (rST1867)
FM 4470
_Reference
2DOAOAM
12/23/1999
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/30/2009
FM (TSr1867)
FM 4470
2DSA9AM
06/22/1999
ERD (TST6D49)
FM 4470/4474
P13770.09.09
09/30/2009
FM (TST1867)
FM 4470
3006646
01/04/2000
ERD (M6049)
FM 4470/4474
P30540.11.09-RI
11/30/2DO9
FM(TST1867)
FM 4470
3001334
01/25/2000
ERD M6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (rST1867)
FM 4470
3001334
02/15/2000
ERD UST6049)
Physicals
P33960.12.30
12/30/2010
FM (TSr1867)
FM 4470
3WO857
01/12/2000
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM W1867)
FM 4470
30D4091
01/12/2000
ERD(TST6049)
Physicals
P37590.03.13-3A
03/06/2013
FM W1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
FM (TST1867)
FM 4470
3012321
07/29/2002
ERD(TST6049)
Physicals
P37590.03.13-1-R1
06/26/2013
FM (TST1867)
FM 4470
3014692
08/05/2003
ERD ITS16049)
Physicals
P37590.03.13-2.R1
07/01/2013
FM(TST3867)
iM 4470
3014751
08/27/2003
ERD(TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM(TST1867)
FM 4470
3DO7170
01/13/2004
ERD(IS T6049)
Physicals
P37590.03.13-5-R1
07/01/2013
FM(rST3867)
FM 4470
3019317
06/30/2004
ERD(TSr(34149)
Physicals
P37590.07.13-1
07/02/2013
FM(TST1867)
FM 4470
3020703
07/30/2004
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST1867)
FM 4470/4474
3018332
01/31/2006
ERD OV6049)
Physicals
P45940.09.13
D9/04/2013
FM (TST1867)
FM 4470/4474
3023368
03/20/2006
ERD (TST6049)
Physicals
P44370.10.13
10/04/2013
FM M1867)
FM 4470/4474
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM OV1867)
FM 4470/4474
3023458
07/18/2006
ERD M6049)
FM 4470/4474
SC61M.11.14
11/10/2014
FM (TST1867)
FM 4470/4474
3030668
09/12/2007
ERD(TST6(s49)
Physicals
P45440SC.03.15-1
03/31/2015
FM(T5T1867)
FM 4470/4474
3032172
06/12/2009
ERD(TST6D49)
Physicals
SC5170.05.15
05/08/2015
FM(TST18(37)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM W1867)
FM 4470/4474
3057029
02/02/2017
ERD(TST6049)
Physicals
SC5170.12.15
12/29/2015
NEMO (TST6049)
Criticality,
45-PLYG18-001.06.16
06/23/2018
ERD (TST(K49)
FM 4470/4474
SC9455.15
04/01/2016
NEMO (TSr6049)
FM 4474
41.-PLYG-18-003.08.18
08/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
NEMO (TST6049)
FM 4474
PLYG. L 0, ", CS, r9
09/21/2018
ERD(TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
NEMO(TST6049)
Criticality
"-PLYG-l8-001.10.18
10/03/2018
ERD M6049)
FM 4470/4474
PLYG-SC30815.07.16-81
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
1Z/04/3007
ERD(TSr6049)
UL1897
PLYG-SC12025.10.16
10/12/2016
PRI(rSTS878)
Physicals
PUSA-061-02-02
01/28/2009
ERD CrST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
PRI UST5878)
Physicals
PUSA!)64.02-02
02/27/2008
ERD OV6049)
FM 4470/4474
PLYG-SC13235.01.17
01/17/2017
PRI UST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD(TSr6G49)
FM 4470/4474
PLYG-SC13920.05.17
OS/30/2017
PRI(rST5878)
TAS 114
PUSA-188-02-01
OZ/08/2017
ERD(TSr11294)
FM 4470/4474
PLYG-0013945.05.17-1
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02.02
02/08/2017
ERD(TST11294)
FM 4470/4474
PLYG{ 13945.05.17-3
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-03
02/08/2017
ERD(TST6049)
FM 4470/4474
PLYG-SC13M5.05.17
05/30/2017
PRI(TST5878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC15760.09.17
09/11/2017
PRI (TST5878)
TAS 114
PUSA-202-02-02
05/17/2017
FM(WI867)
FM 4470
2W7A7AM
08/04/1994
M-D(CER3592)
HVHZ
Various NOAs
various
FM (TST1867)
FM 4470
OD3A3AM
04/04/1997
M-D (CER3592)
Prop. for Rev.
10-0823
10/12/2010
UL (QUA9625)
Quality Control
Service Confirm
09113/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization#32455 6- EDITION (2017)FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21:10/08/2018
Page 2 of 4
NNEMOJetc.
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 POLYGLA.SS MODIFIED BITUMEN
Product
ROOF SYSTEMS
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
SBS Membranes
Polyglass HT Base 650
ASTM D6162
5
III
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM 06163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex 56 Type 11
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film back)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SAP FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
PolyflexG
ASTM D6222
G
I
PolyflexG FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G sA
ASTM D6222
G
I
Polykool
ASTM D6222
S
1
5.1 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.
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
Certifimte o)Authorrzation#32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL16S4-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 3 of 4
NNEMO[etc.
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 propercodified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16.
Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated
pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard HAS 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. INSTALLATION:
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 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 noted CIA agency for information on product locations covered for F.A.C. Rule 611320-3 QA requirements
9. QUALITY ASSURANCE ENTITY:
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-R21
certificate of Authorization#32455 6o'EDITION (2017(FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Root Systems; (9541 Z33-1330 Revision 21: 20/08/2018
Page 4 of 4
ON EMo I etc.
APPENDIX 1:
ATTACHIMENTREQU I REM ENTSFOR WIND
DECK
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE.
TABLE
IA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
SB
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Banded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
30-11
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
IE
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
IF
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, Mech. 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
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
26
2A
Steel or Structural concrete
New, Reroof (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
Bonded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Reroof (Tear -Off)
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
SB
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
SO
Cementitious wood fiber
New, Reroof (Tear -Off) 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, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded 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 -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
ISO
Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
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:
➢ 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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3
Certificate of Authorization #32455 67a 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 1 of 65
ONEMOletc.
3. Unless otherwise noted, insulation may be anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA 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 LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
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.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
D Dow INSTA STIK Cluik Set Insulation Adhesive (D-15): Continuous 0.75 to 14nch wide ribbons, 12-Inch o.c.
➢ Millennium One Step Foamable Adhesive(M-05FA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D OMG OlyBond 500 (08500); Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: OfyBond Green maybe used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP 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, boardjoints shall be staggered.
D 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 Rat -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:
D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
D OMG OlyBond 500 (013500): MDP -187.5 psf (Min. 0.5-inch thick I5O 95+GL)
D OMG OlyBond 500 (OB500): MDP -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)
➢ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5137. 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 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
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI 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, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization #32455 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 2 of 65
ONEMO I etc.
TABLE 11: ....REROOF (TEAR -OFF)
SYSTEM TYPE F: r BONDED ROOF COVER
System
Deck (Nate 1)
Primer
Roof Cover (Note 151
MOP (psf)
loln[Treatment
Base Ply
Ply
CapPly
No.
W-170
Min. 15/32-
None
None
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA,�APP-SA, SBS-
-g0.0
Inch plywood
TA, APP-TA
TA, APP-TA
W-171
Min. 15/32-
(Optional) PG300
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
Inch plywood
-Mhn;13j32-•'"--
SBS-SA
•(Optional) 5B55A, SBS-"—'SBS=5A,'APP=SA;
5B5-
A 5
W 71�
InthPlywood._
PG100
None
-
: TA,*P_TA..
_TA,
..-TA,.A?P-Tk
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS4A,1APP-SA, SBS-
-97.5
W-173
Inch I
plywood
(Optional) PG100
place to create continuous hood.
Elastoflex SA V FR Base
TA, APP-TA
APP
TA , -TA
W 174
Min. 15/32-
POLYBRITE 745
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA„APP-SA, SBS-
.105.0
Inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywoodjoints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA,:APP-SA, SBS-
-135.0
W-175
inch plywood
(Optlonal)PG300
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
W-176
Min. 15/32-
(Optional) PG100
I
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
I
Polyflex SA Base
(Optional) APP-TA
APP-TA,
-235.0
Inch plywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization H32455 6- 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 26 of 65