HomeMy WebLinkAboutEVALUATION REPORTFEB 19 2019 Scglv,
ST. Lucie County, Permitting of LUG eyNFb
_NEM0 eAUnty
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
91 IIATION RFPOR
Polyglass USA, Inc.
1111 Newport r Driv9FT L E COPY
sBe
Evaluation Report P40690.12.13-1-R7
Deerfield Beach, FL 3442t
Date of Issuance: 12/1212Q33
(954) 233-1230
Revision 7: 10/09/2018
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 61h Edition (2017) Florida Building Code, High Velocity Hurricane Zone sections noted herein.
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 61-page Appendix
Prepared by:
,,...Uni' :., -.
�F
Robert J.M. Nieminen, P.E.
f The facsimile seal appearing was authorized by Robert
""'
�'�%Xm�;;�
Florida Registration No. 59166, Florida DCA ANE1983
o Nieminen, P.E. on 10/09/2018. This does not some 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. NEMO 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.
5. This is a building code evaluation. Neither NEMO I 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.
- - - NNEMO I 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 6" Edition (2017) Florida Building Code,
High Velocity Hurricane Zone (HVHZ) 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
1523.6.2
Testing Requirements
TAS 110
2000
TAS 110
Wind, Nail, Leakage
TAS 114
2011
TAS 110
Physical Properties
ASTM D2178
2004
TAS 110
Physical Properties
ASTM D4601
2012
TAS 110
Physical Properties
ASTM D6162
2008
TAS 110
Physical Properties
ASTM D6163
2008
TAS 110
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
Ent)
Exam
Reference
Date
Entity
Exam
Reference
Date
ERD (TST6049)
Physicals
P10490.10.08.2
10/30/2008
FM (TST1867)
FM 9470
2DOAO.AM
12/23/1998
ERD (TST6049)
TA5114
P13760.09.09
09/10/2009
FM (TST1867)
FM 4470
2D5A9.AM
06/22/1999
ERD (TST6049)
TA5114
P33770.09.09
09/10/2009
FM(TST1867)
FM 4470
3006646
01/04/2000
ERD OST6049)
TA5114
1`30540.11.09-R1
11/30/2009
FM (TST1867)
FM 4470
3001334
01/25/2000
ERD (TST6049)
TA5114
P30550.12.09
12/02/2009
FM VST1867)
FM 4470
3001334
02/15/2000
ERD (TST6049)
Physicals
P33960.12.10
12/30/2010
FM (TST1867)
FM 4470
3000857
01/12/2000
ERD(TST6049)
TAS 114
P33970.03.11
03/15/2011
FM (TST1867)
FM 4470
3004091
01/12/2000
ERD(TST6049)
Physicals
P37590.03.13-3A
03/06/2013
FM (TST1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
TA5114
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 (TST6049)
Physicals
P37590.03.13-2-R1
07/01/2013
FM (TST1867)
FM 4470
3014751
08/27/2003
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
FM (TST1867)
FM 4470
3019317
06/30/2004
ERD (TST6049)
Physicals
P37590.07.13-1
07/02/2013
FM (TST1867)
FM 4470
3020703
07/30/2004
ERD(TST6049)
TA5114
P41630.08.13
08/06/2013
FM(TST1867)
TA5114
3018332
01/31/2006
ERD (TST6049)
Physicals
P45940.09.13
09/04/2013
FM (TST1867)
TAS114
3023369
03/20/2006
ERD (TST6049)
Physicals
P44370.10.13
10/04/2013
FM (TSTI867)
TAS114
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM (TSr1867)
TA5114
3023458
07/18/2006
ERD (TSr6049)
TA5114
SC61GO.11.14
11/10/2014
FM (TST1867)
TAS114
3030668
09/12/2007
ERD (TST6049)
Physicals
P454405C.03.15-1
03/31/2015
FM (TST1867)
TAS114
3032172
06/12/2009
ERD (TST6049)
Physicals
5C5170.05.15
05/08/2015
FM (TST1867)
TAS114
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TSTI867)
TAS114
3057029
02/02/2017
ERD (TST6049)
Physicals
5C5170.12.15
12/29/2015
NEMO (TST6049)
Criticality
4SPLYG-1a001.06.18
06/23/2018
ERD (TST6049)
TAS114
SC9455.15
04/01/2016
NEMO (TST60491
TA5114
4L-PLYG-18-W3.08.18
08/21/2018
ERD (TST6049)
TA5114
PLYG-SC8905.05.1G1
05/17/2016
NEMO (TST6049)
TAS114
PLYG-CI, 0, C4, 0, 08
09/21/2018
ERD (TST6049)
TAS114
PLYG-SC8905.05.16-2
05/17/2016
NEMO (TST6049)
Criticality
45-PLYG I8-001,10.18
10/03/2018
ERD (TST6049)
TAS114
PLY&SC10615.07.16-R1
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
12/04/2007
ERD(TST6049)
UL1897
PLYG.SC12025.10.16
10/12/2016
PRI(TST5878)
Physicals
PUSA-061-DM2
01/28/2008
ERD (TST6049)
TA5114
PLYG-SC11475.16
11/17/2016
PRI (TST5878)
Physicals
PUSA-064-02-02
02/27/2008
ERD (TST6049)
TA5114
PLYG-SC13235.01.17
01/17/2017
PRI(TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD (TST6049)
TAS114
PLYG-SC13920.05.17
05/30/2017
PRI (TSTS878)
TAS114
PUSA-183-02-01
02/08/2017
ERD (TSTI3294)
TAS114
PLYG{ 1.13945.05.17.1
05/30/2017
PRI (TST5878)
TA5114
PUSA-188-02-02
02/08/2017
ERD (TST31294)
TA5114
PLYG-UL2945.05.17-3
05/30/2017
PRI (TST5878)
TAS114
PUSA-188-02-03
02/08/2017
ERD (TST6049)
TA5114
PLYG-SC13945.05.17
05/30/2017
PRI (TST5878)
TAS114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
TAS114
PLYG-SC15760.09.17
09/11/2017
PRI (TST5878)
TA5114
PUSA-202-02-02
05/17/2017
FM (TST1867)
FM 4470
2W7A7.AM
08/04/1994
M-D(CERI592)
HVHZ
Various NOAs
Various
FM(TST1867)
FM 4470
OD3A3.AM
04104/1997
M-D(CER1592)
Prop. for Rev.
10-0823
10/12/2010
UL(QUA9625)
Quality Control
Service Confirm
09/13/2018
NEMO ETC, LLC Evaluation Report P40690.12.13-1-R7
Certificate ofAuthorizotion H32455 0 EDITION(2017) FBC HVHZ EVALUATION FL36717-116
Polyglass Modified Bitumen Roof Systems; (9541 233-1330 Revision 7: 10/09/2018
Page 2 of 4
- - - NNEMoIetc.- -
This Evaluation Report covers Polyglass SBS and APP 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
T
Type
1: Rou.-GOODS FOR POLYGLASS MODIFIED BITUMEN
Product
ROOF SYSTEMS
Specification
Reference
Grade
Type
Base Sheets
i
olygra�sG2ffBase
ASTM D4601
N/A
II
P01yFlex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
Elastoflex SA V (1.5-mm) -
ASTM D4601
N/A
II
Elastoflex SA V FR (1.5-mm)
ASTM D4601
N/A
II
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
5
1
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
5
1
Elastoflex S6
A5TM D6164
S
I
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film backed)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film
backed)
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 SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
.
APP Membranes
Polyflex
ASTM D6222
S
I
.=GN
ASTM D6222
G
I
Polyflex G 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 SAP FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
S
I
5. LIMITATIONS:
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 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
5.3 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 P40690.12.13-1-R7
certificate ofAuthonzation N32455 6n' EDITION(2017) FBC HVHZ EVALUATION F116717-R6
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 7: 10/09/2018
Page 3 of 4
---- NNEm0 -etc. - - - - -
5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested'
conditions under Testing Application Standard TAS 114, Appendix J: Roof decks shall be in accordance with FBC
(HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction.
5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener
resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing —
prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application, Standard TAS 105 and calculations in
compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137.
5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field
withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns
and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105'
and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137. Calculations shall be
prepared, signed and sealed by a qualified design professional.
5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product
approval documentation for specific deck construction and limitations. For systems where specific lightweight
insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material.
5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521.
5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or
Roofing Application Standard. RAS 137 by a qualified design professional. *This extrapolation is not permitted
for systems marked with an asterisk".
5.9 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable
to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is
permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners).
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, asdocumented through field uplift testing in accordance with Testing Application Standard TAS 124.
5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3.
6.1 Polyglass SBS and APP 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 TAS 114 has already been applied). Refer to FBC 1620
and RAS 128 for determination of design wind loads.
LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
-THE 61-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P40690.12.13-1-R7
Certificate of Authorization#32455 6a'EDITION(2017) FBC HVHZ EVALUATION FL36717-R6
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 7:10/0912018
Page 4 of 4
ONEMOjetc.
APPENDIX 1: ATTACHMENT ReQui I REMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-10
18 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11
1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12
1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13-14
1F Wood
New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
18-20
iG
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
20-25
2A
Steel or Structural Concrete
New, Reroof (Tear -Off) or. Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
26-27
28
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
28-31
2C
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
31-33
3A
Structural Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
34-42
3B
Structural Concrete
li
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
42
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
43.45
413
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
46
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
47-49
5A
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
50
513
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
_ S3
SC
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Meth. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
52
SO
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
52
SE
Cementitious wood fiber
New, Reroof (Tear -Of) or Recover
E
Non -Insulated; Mech. Attached Base Sheet, Bonded Roof Cover
52
6A
Existing gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
53-55
6B
Existing gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
56
6C
Existing gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
6D
Existing gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
57-61
NEMO ETC,
Certificate of
Prepared by�
C
Authorization #32455
Robert Nieminen, PE-59166
Eta EDITION
Polyglass Modified
Evaluation Report
(2017) FBC HVHZ EVALUATION
Bitumen Roof Systems; (954) 233-1330
P40690.12.13-1-117 for FL16717-RG
Revision 7: 10/09/2018
Appendix 1, Page 1 of 61
NNEMOjetc.
The following notes apply to the systems outlined herein:
The evaluation herein pertains to above -deck roof components; deck -attachment details noted below pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in
accordance with FBC (HVHZ) requirements to the satisfaction of the Authoritv Having Jurisdiction.
TYPE
TESTED SPAN (FT O.C.)
r
TESTED FASTENING
TESTED FASTENER SPACING
(INCH O.C.)
HIGHEST AS -TESTED ALLOWABLE
PRESSURE (PSF)
15/32-inch plywood
2
8d ring shank nails
6
-75.0
15/32-inch plywood
2
#10 wood screws
6
-90.0
15/32-inch plywood - -
2
#10 wood screws
4
-120.0
19/32-inch plywood
2
8d ring shank nails
6
-60.0
19/32-inch plywood
2
#10 wood screws
6
-112.5
22 ga., Type B, Grade 33 steel
6
Tek/5 screws
6
-112.5
22 ga., Type B, Grade 40 steel
6
5/8"puddle welds
6
-97.5
22 ga., Type B, Grade 40 steel
6
Tmxx/5 screws with washers
6
-135.0
2. Fasteners shall be of sufficient length for the following engagements:
➢ Wood: Minimum 0.75-inch penetration.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D Structural Concrete: Minimum 1.25-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate, polystyrene, cement -based roof board, gypsum -based roof board, mineral -wool, perlite or wood fiberboard that meets the
CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1526 and, forfoam plastic, FBC Chapter 26, when installed with the roof cover.
4. If mec'Janical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening
patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137.
Calculations shall be prepared, signed and sealed by a qualified design professional.
5. Prelimihary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 it board or minimum two fasteners per 4 x 4 ft board.
6. Unless
Otherwise noted, Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
D HJrt
asphalt (HA):
Full coverage at 25-30lbs/square.
D Dow
INSTA STIK Ouik 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
PG-1 Pump Grade Adhesive (M-PG1):
Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D 0MG OlyBond 500(OB500):
Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. (PaceCartorSpot5hot).Note: OlyBond Green maybe used where OlyBond500is referenced.
➢ 0IyBond Classic (08 Classic):
Full coverage at 1 gal/square.
D ICP Adhesives Polyset CR-20:
Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
D dote: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered.
➢ dote: 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
DesignPressure(MOP) 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
thinne� board listed below maybe used as a drop -in for the equivalent thicker material listed in the table:
D 41lennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ tvJillennium PG-1 Pump Grade Adhesive (M-PGS): MDP -357.5 psf (Min. 0.5-inch thick)
NEMO ETC, (ILC Evaluation Report P40690.12.13-1-R7 for FL36717-R6
Certificate of Authorization #32455 fire EDITION (2017) FBC HVHZ EVALUATION Revision 7: 10/09/2018
Prepared by) Robert Nieminen, PE-59166 Poiyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 61
NNEMOletc.
➢ OMG OlyBond 500(OB500):
MDP
-45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
➢ OMGOIyBond SOO(OB500):
MDP
-187.5 psf
(Min. 0.5-inch thick ISO 95+GL)
D 0 G OlyBond 500 (OB500):
MDP
-315.0 psf
(Min. 0.5-inch thick ENRGY 3)
➢O G OlyBond 500(OB500):
MDP
-487.5 psf
(Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesives Polyset CR-20:
MDP
-117.5 psf
(Min. 1.0-inch thick)
8. Bonded polyisocyanu rate insulation boards shall
be maximum 4 x 4 ft.
9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117
and/or Roofing Application Standard RAS 137 by a qualified design professional. -This extrapolation is notpermittedforsystems marked with an asterisk-.
10. For assemblies marked with an asterisk•, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation
is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners).
11. Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed fora specific
system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing —prepared, signed and sealed by a qualified design professional —may be submitted.
Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing
Application Standard RAS 137.
12. For be 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 Testing Application Standard TA5124.
13. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For 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 NOA
or HVHZ 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.l 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 C350), with no. proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). 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 in
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
(Ba
a and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or A
Hot Asphalt at 20-40
Ibs/square
Asp
ait-Applied)
Nate:
Asphalt -applied sheets or insulation shall not be applied to poly -Tim surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base 650
PG350 at 1.5-2.0
SBSi
CA1
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FRI,.Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastaflex S6, Elastoflex S6 Type II
Polyplus 35 at 1.5-2.0
SBS
CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex SGType 11, Elastoflex 56 G, Elastoflex S6G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by Robert Nieminen, PE-59166
6- EDITION (2017) FBC HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P40690.12.13-1-R7 for FL36717-116
Revision 7: 10/09/2018
Appendix 1, Page 3 of 61
ONEMOjetc.
POLYGLAss ROOF COVERS
REFERENCE
LAYER
MATERIAL,
APPLICATION
One or more plies Elastobase (sand/sand or poly/sand), ElastobaseP (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
Base Ply or Ply
Type II, Polyglass HT Base 650
SBS56
(SBS,Asphalt-Applied)
(SBS, A
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-
Hot Asphalt at 20-00
Ibs/square
G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-appliedsheets or insulation shall not be applied to poly -film surfaced membranes.
Base Ply or Ply
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, ElastoRex S6 Type II, Polyglass HT Base
SBS-TA
6One 50
(SB$, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-
Torch -Applied
G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies, Elastoflex SA V Base, Elastoflex SA V FR Base, ElastoRex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
(SBS, Self -Adhering)
Note.
Unless otherwise noted, permissible membrane substrutesforSBS-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APPi CAS
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APPF 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
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
SA
Unless limited herein,
Self
(API
P,',Self-Adhering)
Note:
otherwise noted, permissible membrane substratesforAPP-SA are to the SBS-SA Base Ply options
-Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK;
OPTION
#
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MDP
(PSF)
TYPE
ATTACH
V
4.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch D.E.
-60.0
VB-2.
PG100
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20, 12-inch o.c.
-75.0
VB-3.
PGS00
ElastoFlex SAP
Self -Adhering
Insta-Stik, 12-inc h o.c.
V
-4.
PG100
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,l2-inch o.c.
-157.5
V
-5.
PG100
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
V-6.
PG100
Elastoflex SAV Base, Elastoflex SAV FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
NEMO ETC, LLC Evaluation Report P40690.12.13-1-R7 for FL36717-R6
Certificate of Authorization #32455 6m EDITION (2017) FBC HVH2 EVALUATION Revision 7: 10/09/2018
Prepared by; Robert Niernmen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 61
ONEMOletc.
TABLE 1E: ....REROOF (TEAR -OFF)
. SYSTEM TYPED: INSULATED, MECHANICALLY ATTACHED BASE SHEET, 3O . ROOF
System I Insulat)onlayer(s) Base sheet of Cover (Note 15) MOP
Deck (Note 1)
No.
Type Attach
Type Fasten Attach
eaze Ply Up Ply iPsfl
.-.--. .--. ASPXJILT-AP%IEOOaT00.O1-PDWFD
BASE PLY.
Elastobase, Elastobase
In. 19/324nch
One or more
Prelim.
P olyglass G2'Base
Ceram ee G az ase,
OMG Flat Bottom Plates (square) with Roofgrip #14,
12-inch o.c in 4-inch lap and 12-
(Optional) BP -AA,
plywood
layers, any
Attached
Firestone Mg Base,1M
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
#14 or Trufast 3' Metal Insulation Plate with Trufast
inch o.c. in two(2), equally spaced,
SBSAA, SBSTA or
SBSTA SBS
TAZM
-52.5
combination
Perma-PI 28, Tamko
y
HD
staggered center rows
APP-TA
UW
Glass Base or GAFGIAS
#75
Min. 19/324n<h
Oneor more
Prelim.
Elastobase or
12-inch o.c. In 4-inch lap and 12-
(Optional)BP-AA,
W-51.
plywood
layers, any
Attached
Elastobase P
OMG Flat Bottom Plates (square) with Roofgnp #12
inch o.c. in two (2), equally spaced,
SBSAA, SBSTA or
SBSAA, SBS
-60.0
combination
staggered center rows
APP-TA
TA, APP-TA
Min. 19/324nch
One or more
Trufast Versa Fasteners (min. Y.' penetration) &
12-Inch o.c at min. 4-inch lap and
SBSSA,APP-
APArated
layers, any
Loose -laid
Elastobase,ElartobaseP
Plates; 2 screws per late installed 180°into the
p p
12-inch o.c at two (2), equally
BP -AA, SBSTA,
SA, SBSAA,
-675
yy_52,
plywood
combination
holes of the plate, parallel to the width -direction
spaced, staggered center rows
SBSTA,APP-TA
sheet-58STA,APP-
of the sheet-
TA
Note:
"For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield MCRF> 199lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to
produce Minimum Characteristic Resistance Force (MCRF)
Min. 19/32-inch
One or more
Trufast Versa Fasteners (min. penetration) 11Plates;2
12-inch o.c. at min.4-inch lap and
Arated
layersany
Loose -laid
Polyglass APP Base
screws per plate installed 180' into the
12-inch O.C. at two (2),equally
APP-TA
APP-TA
-67.5
W-53.
plywood
combination
holes of the plate, parallel to the width -direction
spaced, staggered center rows
of the sheet-
Note:
-For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield MCRF> 1991bf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to
produce Minimum Characteristic Resistance Fdree (MCRF)
Min. 15/32-inch
One or more
Prelim.
Polyglass 62 Base,
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
914, OMG 3' Round Metal Plate with OMG HD,
10.inch o.c. In 44nU lap and 10-
(Optional) BP -AA,
W-54.
plywaod
layers, any
combination
Attached
Elastobase, Elastobase P
OMG t Bottom with Roofast
inch o.c. in three 3,e equally
() R N
SBS-AA, SBSTA or
SBSAA,SBS
TA APP TA
-75.0
lPlate
Trufast
or Trufast3'Metal Insulation Plate with Trufast HD.
Insulation Plate HD.
spaced, staggered center rows
APP-TA
Min.15/32tinch
One or more
Prelim.
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
10-inch o.c. in 4-inch lap and 10-
W-55.
plywood
Attached
Polyglass APP Base
#14, OMG 3' Round Metal Plate with OMG HD,
OMGFIat BottomPlateRaofgrip#14
spaced, inthree
(Optional)APP-TA
APP-TA
-75.0
combination
combination
Insulation Plate wait
orTrufast 3' Metal Insulation Plate with Trufast HD.
spaced, staggered center rows
center
Min. 15/32-Inch
(existing) or min.
(existing)
One or more
Trufast Versa Fasteners (min. ' penetration)
94nch o.c at min. 2-inch lap and
SBSSA, APP-
layers, any
Loose -laid
Elastchase. ElastobaseP
Plates;25aews per plate installed 180'into the
e
12-inch oaggere
BP-AAually, SBSAA,
SA, 585-AA,
W-56.
[new)APA rated
combination
holes of the plate, parallel to the width -direction
spaced, staggered center rows
center rows
SBSTA, APP-TA
SBSTA. APP-
plywood
of the sheet'
TA
Note:
*For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield MCRF> 159lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to
produce Minimum Characteristic Resistance Force (MCRF)
MEMO ETC, LLC
Certifimt of Authorization#32455
Prepared y: RobertNieminen, PE-59166
6m. EDMON (2017) FBC HVH2 EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P40690.12.13-1-R7 for FL16717-116
Revision 7: 10/09/2018
Appendix 1, Page 15 of 61