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ONEMOletc.
APPENDix
TABLE
1: ATrAcHmENT REQUIREMENTS OR WIND
DECK
UPUF� RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10.11
10
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
15-18
G
(Woody'}mac✓_.
NewlorReroof,(Tear:OfFf,. _,-_ _
E.:;.Src;.sNon-Insulated,.Meh,Attached
-_. _
Base.Sheet(nails), Bonded Roof,Cover„. _,
ems.. _.
I38-224
lV- ,
Wood
New, Reroof (Tear -Off) or itecovei �
-E
Non -Insulated, Mech. Attached Base Sheet (screws &plates), Bonded Roof Cover
23-28
11
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
29
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
30-32
28
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
33-37
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-1
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
38-39
2D
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-2
Insulated, Mech. Attached Velociflex, Bonded Roof Cover
40-41
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
42-50
3B
Structural concrete
New or Reroof (Tear -Off) -
F
Non -Insulated, Bonded Roof Cover
50
4A
I Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
51-53
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
54
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
55-58
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
59
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
60
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
61
5D
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
61
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
61
6A
Existing gypsum
Reroof(Tear-Off)A-1
Bonded Insulation, Bonded Roof Cover
62-64
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
64
6C
Existing gypsum
Reroof (Tear -OM or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
64
6D
Existing gypsum
Reroof (Tear-Off)or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
64
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
65-69
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
69
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 0.754nch penetration.
➢ Steel: Minimum 0.754nch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-inch embedment Into pilot hole in accordance with fastener manufacturers published installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-R24
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 69
NNEMOletc.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisoryanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the QA requirements
of F.A.C. Rule 61G20.3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for 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.
5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, referto 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 25-30lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3):
Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
➢ OMG OlyBond 500 (08500):
Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where 01yeond 500 is referenced.
➢ OlyBond Classic(OB Classic):
Full coverage at l gal/square.
➢ ICP Adhesive & Sealants Polyset CR-20:
Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
➢Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board(oints shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisoryanurate at the following thickness limitations may be substituted withthe 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 fora 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): MDP -157.5 psf (Min. 0.5-inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG 0lyBond 500(OB500): MDP -45.0 psf (Min. 0.5-finch thick Multi -Max FA-3)
➢ OMG 0lyeond 500(0BSOO): MDP -187.5 psf (Min. 0.5-inch thick 15095+GL)
➢ 0MG 0lyBond 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)
D ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-Inch thick)
8. Bonded polyisoryanurate 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 WDl, 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.
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 1n 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 Ina 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, ASTMI 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-R22 for FL3654-RZ4
Certificate of Authorization #32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 69
ONEMOjetc.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
thickness Is 2-Inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent' LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC 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. olv or cao sheet applications
POLYMss ROOFCOVERS
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,
PI
One or more lies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot Asphalt at 20.40
Asphalt -Applied)
Note:
Asphalta IJedsheets or Insulation shallnot be applied to poly -film su acedmembranes.
Ibs/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT
SBS-CAI
Cop Ply
Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS
PG350 at 1.5-2.0
gal/square
G FR, Polyfresko G SBS sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 HP
Polyplus 35 at 1.5-2.0
SBS-C42
Cap Ply
Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS
gal/square
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 S6, Elastoflex
S6 HP, Elastoshield HT
SBS-AA
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS G,
Hot Asphalt at 20-40
(SBS, Asphalt -Applied)
Cap Ply
Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Ibs/square
'
Note:
As halt-ap lied sheets or Insulation shallnot beapplied to poly -film surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex 56 HP, Elastoshield HT
SBS-TA
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G,
Torch -Applied
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, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Pol reflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforSBS-SA are limited to the SBS-SA Base Plyoptions herein,
Elastobase( of /sond) or Elostobase(pol /poi ).
APP-CA3
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Pol glass Base, Polyflex, Pol bond
Torch -Applied
(APP, Torch -Applied)
Cap PI
Polyflex, Polyflex G, Polyflex G FR, Pol bond, Polybond G, Polyfresko G, Polyfresko G FR
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Pol kool
APP SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesfor APP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase ( al /sand) or Elastobase (poly/poi
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-R24
Certificate of Authorization #32455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 69
O-NEMOjetc.
TABLE IG: WOOD DECKS -NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEIVITYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasten
Attach
Base Ply
Cap Ply
(est)
APA rated, 7/16 CAT,
0.418 in., Exposure 1
8-Inch o.c. at min. 3-Inch lap and 8-Inch o.c. at
W-90
OSB or min. 15/32"
Elastobase (poly -film top)
Simplex MAXX Cap
three(3), equally spaced, staggered center
None
SBS-TA, APP-TA
-60.0
APA rated plywood
rows
APA rated, 7/16 CAT,
0.418 in., Exposure 1
S-Inch a.c. at min. 3-Inch lap and 8-inch o.c. at
W91
OSB or min. 15/32"
'Polyglass Base
Simplex MAXX Cap
three(3), equally spaced, staggered center
None
APP-TA
-60.0
APA rated plywood
rows
APA rated, 7/16 CAT,
Simplex MAXX Cap
8-Inch o.c. at min. 3-Inch lap and 8-Inch o.c. at
W92
0.438i ., Exposuremin.15/32"
OSB
Elastobase (poly -film top)
Note: MAXXCaps are to be primed with PG100 or
three(3), equally spaced, staggered center
None
SBS-SA, APP-SA
-60.0
APA rated plywood
ed plywood
rated
ASTM 041 primer
rows
Elastobase, Elastobase P,
Polyglass G2 Base,
Min. 19/32-Inch
CertainTeed Glasbase,
32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular
8-Inch o.c. at min. 4-Inch lap and 8-Inch o.c. at.
SOS -AA, SBS-TA, APP-
W93
plywood
Firestone MB Base, JM
ring shank nails
three(3), equally spaced, staggered center
None
TA
-60.0
Perm a -Ply 28, Tamko Glass
rows
Base or GAFG fAS #75
Min. 19/32-inch
Elastobase, Elastobase P
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
8-Inch o.c. at min. 4-Inch lap and 8-Inch o.c. at
W-94
plywood
(poly -film top)
ring shank nails
three(3), equally spaced, staggered center
None
SBS-SA, APP-SA
-60.0
rows
Min. 15/32-Inch
Polyglass G2 Base,
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
8-inch o.c. at min. 4-Inch lap and 8-inch o.c. at
SBS-AA, SBS-TA, APP-
plywood
Elastobase, Elastobase P
ring shank nails
four (4), equally spaced, staggered center rows
None
7A
-67.5
Min. 15/32-Inch
32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular
8-Inch o.c. at min. 4-Inch lap and 8-Inch o.c. at
W 96
Plywood
Polyglass Base
ring shank nails
four (4), equally spaced, staggered center rows
None
APP-TA
-67,5
15/32-Inch
Polyglass G2 Base,
10-Inch o.c. at min. 4-inch lap and 10-inch o.c.
SBS-AA, SBS-TA, APP-
W 97
plywood
Elastobase, Elastobase P
pMin.
Simplex MAXX Ca
at three (3), equally spaced, staggered center
None
TA
-75.0
rows
Min. 15/32-inch
30-inch o.c. at min. 4-inch lap and 304nch o.c.
W98
Polyglass Base
Simplex MAX%Cap
at three(3), equally spaced, staggered center
None
APP-TA
-75.0
plywood
rows
Min. 15/32-Inch
Polyglass G2 Base,
9-inch o.c. at min. 4-Inch lap and 9-Inch c.c. at
SBS-AA, SBS-TA, APP-
W 99
plywood
Elastobase, Elastobase P
Simplex MAXX Cap
four (4), equally spaced, staggered center rows
None
TA
-90.0
W-100
Min. 15/32-inch
Polyglass Base
Simplex MAXX Cap
9-Inch O.C. at min. 4-Inch lap and 9-Inch o.c. at
None
APP-TA
-90.0
plywood
four (4), equally spaced, staggered center rows
W-101
Min. 15/32-Inch
ElastobaseElastobase P
Simplex MAXX Cap
6-Inch o.c. at min. 2-inch lap and 5-Inch o.c. at
None
SBS-AA, SBS-TA, APP-
-90.0
plywood
,
two (2), equally spaced, staggered center rows
TA
'Mm5L9/32:inchr"7
Elastobase; ElastobaseP
s-e--.
-32a,15/Hynch diameterhhca swath ll ga:annular
P-`.-
4mch o.c atmm-4indilaDand 4-inch d:6at�--
"
�,.---.-^-_-----q.,r-
SSA, APP-SA _- : -
----- - —may
W-102
_?
lywobd
.._ v - -
(poly-filmtop)
_.- G_n --=st - --
rin shank nails.
-_. _ _
•four(4),-equallyspaced,-staggered centertows—•--
None -
, -9J:5+
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-RZ4
Certificate of Authorization #32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 19 of 69
ONEMOjetc.
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:
OPTIONS;VAPOR BARRIER DECK;
OPTION
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MDP (PSF)
TYPE
ATTACH
V13-1.
PGI00
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch D.C.
-60.0
VB-2.
PG300
Polyglass Base
Torch -applied
Inta-Stik or CR-20, 12-inch D.C.
-75.0
VS-3.
PG300
Elastoflex SAP
Self -Adhering
Insta-Stile, 12-inch o.c.
-75.0
VB-4.
PG10D
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-Inch o.c.
-157.5
VB-5.
PG100
Elastoflex SAP
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-6.
1-
PG100
Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V
1Plus, Elastoflex SA V Plus FR
Self -Adhering
I
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
I Adhesive, OlyBond 500 or CR-20, 12-1nch o.c.
2900
17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
Option #
OPTIONSSURFACING
Surfacing
Florida Product Approval
SURF-1.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Nan-Fibered Aluminum Roof Coating
FL10291
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700 High Quality Elastomeric Roof Coating
FL10291
SURF-S.
PG700QS(Quick Set) High QualiElastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Po lyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL20291
SURF-8.
Polypius 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
I Pol brite 70 Premium Grade Elastomeric Roof Coati ng
FL10291
SURF-10.
Pol brite 70QS (Quick Set( Premium Grade Elastomeric Roof Coating
FL10291
SURF-11.
Pol brite 71 HS
FL10291
SURF-12.
Pol brite 90 High Solids Silicone Roof Coating
FL10291
SURF-13.
Pol brite 95 Silicone Roof Coating
FLIC291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 150S
FL27409
SURF-16.
KM Acryl 25
FL27409
SURF-17.
KM Acryl 25 CIS
FL27409
SURF-18.
KM A 140 HS
FL27409
SURF-19.
KM Acryl85
FL27409
SURF-20.
KM PS#250
FL27409
SURF-21.
KM PS#220
FL27409
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-RZ4
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69