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I etc.
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TABLE IH: .... .. . RECOVER
SYSTEMTYPEE-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS& PLATES), BONDED ..
System
Base Sheet Roof Cover (Note 15) MDP
No
Deck (Note 1)
Type Fasten (Note 11) Attach Base Ply Cap (psi}
APA rated, 19/32
Trufast Versa Fasteners (min. %' penetration) &
CAT, 0.578 in.,
Elastobase V (poly -film
Plates; 1 screws per plate in center hate •
9-inch o.c. at min. 4-inch lap and 9-inch D.C.
SBS-SA-H
SBS-TA
Exposure 1 059 or
tap)
Note: Versa -Fast Prates shall be primed with
at four (4}, equally spaced center rows
-127.5
W2O7
min.19/32" APA
PG100 or ASTM LMI primer.
rated plywood
Note.
For -
"For re -roof or recover construction, field withdrawal resistance testing (Nate II ) shall yield minimum 141 lbf. Additional Versa -Fast Fos teners within each Versa- Fos t Plate may be
to produce minimum withdrawal resistance
TARLE li: WOOD DECKS — NEW CONSTRUCTION OR REIROOF (TEAR -OFF)
SYSTEM TYPE F: ■ , BONDE13 ROOF COVER
System Roof Cover (Note 15)
No. Deck (Note 1) Primer lolntTreatment Base Ply Ply Cap Ply MOP (psf)
$ELF -ADHERING BASE PLY:
APA rated,
Elastoflex SA V Plus
7/16 CAT,
OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into
Eiastoflex SA V
(Optional) SBS-SA, S85-
SBS-SA, APP-SA,
W-208
0.418 in.,
None
place to create continuous bond.
or
TA, APP-TA
SBS-TA, APP-TA
52.5
Exposure 1 OSB
Plus FR
W-209
Min. 15/32-
None
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
90 0
inch plywood
TA, APP-TA
SBS-TA, APP-TA
W 210
Min, 15/32-
PG100
None
SBS SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
47.5
inch plywood
TA, APP-TA
SBS-TA, APP-TA
Min. 15/32
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
Elastoflex $A V or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
W211
inch plywood
)Optional} PG100
into place to create continuous bond.
Elastoflex SA V FIR
TA, APP-TA
SBS-TA, APP-TA
97.5
W-212
Min, 15/32-
POLYBRITE 745
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
105.0
inch plywood
or WB3000
TA, APP-TA
SBS-TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
ElastoflexSA V Plus
Eiastaflex SA V
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,
W-213
inch plywood
[Optional) PG100
into plate to create continuous bond.
or
Plus FR
TA, APP•TA
SBS-TA, APP-TA
_13S.Q
HYBRID SYSTEMS WITH SELF -ADHERING AP 8ASE PLY:
W-214
Min. 15/32-
(Optional) PG100
I
None
I
APP-SA-H
I
(Optional) APP-TA
APP-TA
90.0
F
inch plywood
W-215
Min. 15/32
(Optional) PG100
Plywood jo•:nts are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled
APP-SA H
(Optional) APP-TA
APP-TA
135.0
inch plywood
into place to create continuous bond.
HYBRID SYSTEMS wam SELF -ADHERING SBS BASE PLY:
NEMO ETC, LLC
Certificate of Authorization 032455
02018 NEMO ETC, LLC
7r" EDITION (2020) FBC NON-HVHI EVALUATION
Polyglass Madiffed Bitumen Roof Systems; (954) 233.1330
Evaluation Report P9290.02.08-R26 for FL16S4-R28
Revision 26:06/09/2021
Appendix 1, Page 36 of 98
ONEMIDIetc.
MEMBRANE / ADHESME DOMBINADONS
REFERENCE
IAYER
MATERIAL
APPUCAMON
SBS-SA-H
Base Ply
Elastobase SA
Self -adhering ffollwed
ISM..114Rd.4 dwa.,,a
by torch -applied sheet)
One or more plies Elastoflex SA V, Elastoflex SA V Fri Elastaflex SA V Plus, Elastoflex SA V Plus FB, ElastaRex SA Saxe HO
SBS-SA
Elastoflex SA P. Elasseflex SA P FR, Pa1yre0ett
Self -Adhering
ISBS, Self-Achedng)
Unless otherwhenOted,perm/[slblemembrane substrateaferSRS-SA aref/mited tO the SBI Bose P/y opt/onsherelM
ElastobaseV or Elostabe s,P with a POPPY-Jllm top su
APP{AS
Polyflex G FIR
PG350 at 1.5-2.0
al/s u
APP-TA
PPI.r
Oneormore Iles P0lbase V, Pal Rex, Pol bontl(APP,Torch-Applied)
Polylla, PlflGPGFRPolybond.PolybondG.PO reskoG,Pol ms GFRTorcbApplietl
APP-SA-H
Polyflex SA BamSelf-adhering
(followedb
torch-applletlsheetUpPly
SAPFR, Pn GSAFR
PolyfleUnlessx SAPder Gxpe,
nex wfresko
rleme mbrvnem jorAPP-Al Ore Montreal to Are 5855ABuse Ply apNom herein,
Unlplobs
SeH-Adhering
,fees,
Elasro6uu Vor ElastobaseP wlro appN-/llm rop .,fees,
V or Elootabapermht;. pa
Vapor bander options tor use over struduraI concrete deck followed by bonded Insulation carry, the following MOP Ilmtraders. The lesser of the M D P listings below vs, those in Table 3A applies.
VAPOR BAnNM OPRops; Sye11[t11RAt DagOaRE OEM Fauawa a ApxF.uuL-A.Nnp dslwaa, M
TAmE 3A:
OPTION
E
PRIMER
VAPOR BARRIER
INSULATION ADHESIVE
MOP(PSF)
WPE(NOTE 15)
APPLICATION
C-V61.
PG1DO
Elastoflex SA V Plus
Self -Adhering
D-IS or U-20, 12-inch e.c.
'60.0
C.VB-2.
PG1O0
PolybaseV
Torch -applied
D-IS or CA-20,12-inch o.c.
-75.0
C-VB-3.
PG100
Elmoflex SAP
Self -Adhering
D-IS, 12-Inch o.c.
-25.0
C-VBA.
PG10O
Po"recor Polytonal
Tmeh�applied
M-0SFA, M-PGI, OBSOO or CR-20, 12-loch o.c.
.121.7
C-VB-S.
PG300
Elastoflex SAP
Self -Adhering
M-OSFA, 124mh o.c
.157.5
C-VB-6.
PG10O
Polyflex or Polybond
Torch -applied
MOSFA,M-PG-I, OBSDD or CR-20, f-inch o.c.
-185.0
C-VB-T.
PG1o0
Elastoflex SAP
Self -Adhering
CR-20,12-Inch o.c.
-270A
C.VB-B.
PGIOO
Elasoflex SAV, Elasoflex SAV PA. ElastoBa SAV Plus. Eastaflex SA V Plus FIR
Self -Adhering
14-05FA,M-P&1, 08500 ar CR-20,124n[h o.c.
-240.0
C-VB-9.
PG1OO
SBS-TA(with sanded -top -surface)
Torch -applied
M-OSFA, M-PG-I, OBSOO or CR-20,12-inch o.c.
.240.0
MEMO ETC, LLC Evaluation Report P9290.02.00-R26 for FL3654-R2B
canireate of Authadxatlon 832455 2- EDITION (2020) FBC NON-HVH2 EVALUATION Revision 26: 06/09/2021
C2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 4 of 98
ONEM01letc.
ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RA511T and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' arty the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for lane 2/3 enhancements.
10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or xceed critical design pressure committed! in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
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 m the
minimum requirements for the system. Testing and analysis shall be In accordance with ANSUSPRI pe-I or Testing Application Standard TAS 105.
12 For bonded insulation or membrane over existing substrates in a rcroof(tear off] or installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive W be
Installed. If any surface cendidans exist that bring system performance into quesuoq held uplift testing in accordance shall be conducted on mockups of the proposed new roof assembly. For bonded
insulation or membrane over existing substrates in a recover installation, the existing roof system shall he capable of resisting project design pressures on Its awn merit to the satisfaction of the Authority
Having Jurisdiction, as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907, FM Lass Prevention Data Sheet 1,52 or Testing Application Standard TAS 124,
13 Refer to FBC 1511for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or 0-2, the insulation is optional.
Alternatively, an FBCApproved insulation board orcaverboard maybe used as a separation layer. Board produces shall be preliminarily attached prior to roof cover Installation (Note 5 herein). The sepaator
component shall be documented as meeting FBC 1505 and, for foam plasdc, FBC Chapter 26, when installed with the mofcaver In Recover applications.
14 Lightweight Insulating concrete(IWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current
LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all rases, the
minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent"UNICreferences, listings were established throughtesting
over lightweight concrete cast using only foaming agent (ASTM 096), water and Portland cement (ASTM C150), with no proprietary, additives, In accoedance, with procedures adapted by Miami -Dade BCCO
(FBC CER3592). Use of these listings In new construction at re -roof (tear -off( applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15 For bonded membrane applications, unless otherwise noted, refer to the following.
MEMBM E/AOHFSNECOMBINFTIONS
REFERENCE
LAYER
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type 11
(Base and Ply hinds,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM O2178,Tpe IV or VI
Hot Asphalt at 2040
Asphalt -Applied(
Note:
Mpholl.,pildishehal mienulat(an shall not be o,,tied to sly -(Ira sur/oced membranes.
Ibs/square
Bale Ply
One ply Elastobase V (sand/and), Elastoflex V. Elastoflex S6, Elastoflex 56 HP. ElastoshleM VP HT
SB l
Cap Ply55G
ENs hiNd HT G, Elastoshield HT G FR, Elastoflex V G, Eli soflex V G FR, EWstoRex 56. Elastofiex S6 HP, Elastoflex 56 G, ElastoNex
PG350 at 1.5-2.0
gal/squace
FR,Elastoshleld TS G, Elastoshield TS G FR, Polyfintim G SOS(sand-backed), POlyfesko G SBS FR (sand -backed)
Base Ply
One ply Elastobase V sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 HP
SBS-CA2
Cap Ply
Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G,Elastofre,VG FR, Elastoflex S6, Elastoflex 56 HP, Elaatofiex 56 G, Elastoflex
POI,IYs 35 at 1.5-2.0
gal/square
56G FR, Elastoshleld TS G, Outputted TS G FR, P.lyfresko G SBS(sand-backed), Polyfteslo G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase V (sand/sand or poly/sand), Elastobase P (sand/sand or poN/sand), Elastoflex V, Elastoflex 56,
EIastaflex S6 HP, Elasto ldeld VP HT
SBSAA
Hat Asphalt at 2"D
(SBS, AspM1alPApplied)
Cap PN
ENstoshield HTG,ElartoshieMHTGFk EUMflex V,ElastoflexVG,Elas flexVGFR,Elastoflex S6,Elasoflex56HP,Elastoflex 56G,
Ibs/square
Eldsmffex Sit FR, Elastoshleld T5 G, Elastoshield TS G FR, Polyfrooko, G SOS (sand backed), PolyReskoG S85FR(sand-backed)
Note:
Asphalt-appBedsheete or lnsu/mlun shall not he applied to pedyj7he surfaced membranes.
Base Ply or Ply
One or more plies Elastobase V(sand/poly), Elastobase V(poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshleld VP
HT, Elastoshleld TS
SBS.TA
ISM, Torch -Applied)
Elastoshield HT G, Elastosheld HT G FR, Elastoflex V, Elastoflex VG,Elastoflex V G FR, Elastaflex S6, Elastoflex S6 HP, Elastoflex S6
Torch -Applied
Cap Ply
G. EIastaflex 56 G FR, Elastoshield TS G, Elastoshield TS G FR,Polyhesko G SM(poly-film backed), Polyfeesko G SRS FR IPoly-film
backed)
NEMO ETC, LLC Evaluation Report P9290.02.00-R26 far 1511654-R28
Carl of Authorization a32455 Te EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021
02018 MEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 3 of 98
NNEIVIO I etc.
The following notes apply to the systems outlined herein:
1 The mofrystem evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirementsto the satisfaction of the Authority Having
ludsdic ion.
2 Fasteners shall be of sufficient length for the following engagements:
Y Wond beck: Minimum finch plywood penetration or plank embedment.
D Steel Deck: Minimum 0J5-inch steel penetration and engage the top flute of the steel deck.
D Structural Concrete: Minimum 1-Inch embedment into pilot hole In accordance with published installation instructions.
3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof
cover.
4 Minimum 200 psi, minimum 2-inch[hick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are Installed
through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal orgceater type, thickness and strength to the steel and structural concrete deck listings. Roof
decks and structural members shall be In accordance with FBC requirements to the saUsfacti0n of the Authority Hovinglurodinlon. Thu isa wind uplift resistance allowance and does not purportto address
non -wind -uplift -related Issues, such as deck venting of moisture levels within the LWIC and the potential effect on overlying components.
5 Preliminary Insulation attachment far System Type M Unless otherwise noted. refer to Section 2.2.10.1.3 of FM utss Prevention Data Sheet 1-29(February 2020).
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 manufatturet's published
instructions.
Y Hot asphalt(HAh Full coverage at 25-301bs/square.
➢ DuPont INSTA STIK Deny Set Insulation Adhesive IS Sk Continuous 0.75 to 1-Inch wide ribbons, 12-inch out.
Y H.B. Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12 inch o.c.
➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12 inch o.c.
➢ OMG OIyBoad SOO(03500): Continuous 0.75 to 1-Inch wide ribbons, 12--inch top, Note: O/yBond Classic may be used where OlyBond 500 is referenced.
D OIYBor,d Classic (OR Classic): Full coverage at l gal/squam.
Y ICP Atlhesbe& Sealants Poryset CR-20: Continuous 2.5-3.5-inch wide dbbens, 12-inch o.c.
Y Note: When muldphe layers(s) efinsulatlon and/arcovenbriumore lnsrolledhe ribbon-ippliedadheiNg,, boardplets shall be smg.ered.
Y Note: The maximum edge dishncefrom the adhesive ribber, to the edge of the insulation board shallbe rut less than ore-haryMe spedfie✓ ribbons spacing.
T Unless otherwise noted, all insulations are flataock or taper board of the minimum thickness notetl. Tapered poly icepyourate at the fallowing thickness limitations maybe 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 far a particular system in
Use cables, then the thinner board listed below, may be used as a drop -in for the equivalent thicker material listed in the cable.
Y M-OSFA: MDP=.15T.5 psi (Min. 0.5-inch thick)
➢ M-PG1: MDP=-15T.5 psi (Min. 0.5 inch thick)
➢ 08500: MOP= 45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D 08500: MDP--18T.5 psi (Min. 0.5-inch thick ISO 95. GL)
➢ 08500: MOP --315.0 psf (Min. 0.5-inch thick ENRGY 31
Y O8500: MOP• 487.5 psi (Min. O.S-inch thick ACFoam III
Y POIYset CR-20: MDP=-11T.5 psi (Min. 1.0Anch thick)
8 For adhered mot Insulation and baardaize: Unnes otherwise noted.refer to Sector, 2.2.30.6.2 of FM Loss Prevention Oa25heet 1-29(February 2020).
9 For mechanically attached components or partially -banded insulation, the maximum design pressure for the selected assembly shall meet Or exceed at least the Zone l PRIME design pressure determined in
accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment dendty designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
MEMO ETC, LLC Evaluation Report P9290.02.08-1126 for FL1654-RQg
festinate of Authorization #32455 P" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021
QZO1B NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) Z33-1330 Appendix 1, Page 2 of 98
ONEMOjetc.
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood Newor Reroof(Tear-Of) A. Bonded Insulation, Bontled Roof Cover 6
In Wood New or Reroof(Tear-0M A-2 Mesh. Attached! Anchor Sheet Bonded lrvod.lnn. Bonded Roof Cover &v
16.19
19.13
10
Wool!
New or Reroof(Tear-Ott)
E-2
Non -insulated, Mach. Attached Base Sheet (nails), Bonded Roof Cover
23-28
1.
Wood
New, forest (Tear -Off) or Recover
E-2
Non -Insulated, Mech. Attached Base Sheet (screws& plates), Banded Roof Cover
29.36
1,
Wood
New or Remof(Tear-Off)
F
Non -Insulated, Bonded Roof Cover
3&32
ZA
Steelor Structuralconcrete
New. Reroof Rear-0fO or Recover
&1
Mesh. Attached Base Insulation. Bonded Tao Insulation. Bonded Roof Cover
AR-C3
s&52
53-54
SS69
35 SVuctu21conuete Newor Reroof(Tear-0(N F Non -Insulated, Bonded Roof Cover 69
4A Lightwelghtcontree New or Reroof ITe.. Off) A-1 Bonded Insulation, Bonded Roof Cover 7&24
4e Lightweight wncrete Newor Reroof(Tear-0f) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 94-76
NEMO ETC, LLC Evaluation Report P9290.02.08-1326 for F31654.828
Certificate of Authorization 832455 2sH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021
02018 NEW ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 99