HomeMy WebLinkAboutGARY HUBBARD product approvalFreedom Roofers, LLC
Free from Rain, Wind and Worry
Proposal prepared for: Gary Hubbard
Proposal Date.
5575 U51, Suites 1,2 Customer:
Vero Beach, FL 32967
Address_
772-318-46M
www-freedomroofer�.com Phone'
f E rriJJ;
CCCI93090D Certified Roofing Cor',,7r.':}
FFZ EEIL>^o
R001FERS
Description Units
REpIa€e existing shingle roof with new, 5V metal roof
>Prepare and obtain. permit
-3Remave existing roofing mat)"al down to the plywood decking
•Replore rotted decking with new plywood
}Re nail alt deCkLng in a€€ordance with Current Florida Code
>Install new peel and stick underlayment
}install new drip edge boots and vents
Anstall new 5V 26 gauge, mill finish rnetal panels
r Haul away roofing Debris
'Plywood decking will be ao additional charge of 585
per sheet of new plywood installed
New roof will be warranteed against leaks for 3 years by Freedom Roofers
Roofing mtkeria15 will come with manufacturer warrartty
"Warranties may be voided by damage sustained during a hum€ane
May 25. 2020
Gary Hubbard
4695 Arcadia Avenue
Ft- Pierce, FL 34M6
772-519-2465
Cost Per Unit Amount
T101
Drop V�e
vrp C6 ku
t goo �,95 (
Included
Invoice Subtotal IS 9,682.00
Cash 0r Check Discour# ,,?- F:, (282.00)
TOTAL $ 9.e40.iaD
Make all checks 22yable to FrE�edorn Roofe-s. LLC
$500 dt,e u@4n dcceprrance Of this estimu te, $4,450 will be due prim to commenremen t o or
8a+ance of payment due in nccordance with m.5rallutiprr agrreerrr8nt ,
.r' ■
Thank you for your husinessl
Product Report Manufacturer: Extreme Metal Fabricators,
2160 SW Poma Drive
Palm City, FL 34990
7721 872-8034
Florida Product Ai. 1
Comphant with Florida Building Code 201716"' ed.)
Corn phant with Florida Product Approval Rule # 61G20-3
Compliant : Keystone Certifications
Product: 5 V Crimp 26GA Metal Hoofing Panel Corrosion Resistant FBC Sec. 1507.4.3
Yield strength. 40ksi Steel Attached to min. 15/32" plywood or Wood peck w/ min.
Attached 24" 0.42 specific gravity with screws. 24" Coverage
Coverage Rib Height 318"
Corrosion Resistant Compliant: FBC Sec. 1506, 1507
Fastener for Method 1 Attachment tf 9-15 x 1"Hex Head /EPDM Bonded Steel Washer
to penetrate 3/16" thru wood decking
Fastener for Method 2 Attachment 0 9-15 x 1" Hex Head w/EPDIUI Bonded Steel Washer
to penetrate 3/16" thru 15/32"min. plywood deck or 5/8" into wood plank
Underlayment: To be compliant with FBC Sec.1507.1,1
Slope: Shall be in compliance with FBC See. 1507.
Install Detjaiils: Table A Allowahle Loads
METHOO 1
METHOD 2 FASIENERYLACEM1EPOT
DESIGN PRESSURE* -
-85 P5F
-114.2S. PS bETwo I IRdRJ41'FXS
ROW SPACING
12" O.C.
12" 0,C. WIHM2UNPAWL FLATS
FASTENER SPACING
22" O.C.
121r O.C.. -SEE rWAm MAwftGs
FASTENER SIZE:
49
#9
*ALLOWABLE DESIGN PRESSURE MARGIN OF 2 TO
Reference Data: HURRICANE TEST LAO #TST IM 1SV
TAS 125-03 Te st 9 02 23-0307 -0 1. METHOD 1 (LIL 1897-04`)
TAS-125-03 Test N 0223-0517-05, METHOD Z
€QUIVAZEhrCYUL 1897.04F15 EQUWAL1500 TD c+L 1897-12 TES 75TANDARO • DESIGN PRESSURE SAFETY MAW61N JJ
Certifiicate of Independ1le+nte,
t4cke Bowden, P1. does not have. riot wlII arqutfe a financial interest in any 4ompan y manufacturing or distdbuting prodwilm
under this evaIvariun. . itt19I I J Fruffot
Locks Bowden. P.E. a nat owned, operated, or controlled by any corn'oany, rrnanufaeturer, or dlsrribuNr�'t�j�•
r
YepOrt.
M
rX L OF
. f r - .r
'''
Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Cote 2017
fi'-1ed„ with referenced documents submitted.
Li m ltatlons:
1, Undarlayrnent to be compliance with current Florida Building Code 2017 6t° ed.. Section 1507.1.1
2- Products are Compliant for State of Florida product approval per Rule 51G20-3
3, Compliance Method: 1-D
4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
5. All support framing compliant wJ Florida Building Code 2017, Chapters 22 for Steel, 23 for Wood and 16 for
Structural Loading. Design of support and attachment to the Framing is outside the scope of this evaluation.
6- Rule61G20-3all owsfor erMgineeringanaiysisbyregisteredflicensedother's for "projectspecificapproval"bylo[aI
a uthorltie5, authorized by the code, and is the responsibility of others,
7- This report does not imply warrantyr installat+on, recommended product use outside of this report,
r'relarrers
f -!� - I $ Fbs-Hbnd Sawrs VVWM $VDWW Rod Yawl
I EPIAI B w*JW Sl W Nmii qn .'
-- CUtlr
1 S'37 Q QWW FVVWDOi:, or
vow 0"
�_ OrcJL:
- 1 ' Q reow P"rq A or
ftDd plank
0
ENGINEER EVALUATE TEST
1N RFPrA
NEW I etc.
Leone ofAufhcwzatjon #.3.7455
353 Christian Street, Unit #1
Oxford, CT 06478
(203) 262-9245
CONSULT CERTIFY
Polyglass USA, Inc. Evaluation Report R12060.02.09-1125
1111 West Newport Center Drive FL5259-1129
Deerfield Beach, FL 33442 Date of Issuance: 02J24/2D 9
(954) 233-1230 Revision 25: 10/14/2019
ScDPE:
This Evaluation Report i5 issued under Rule 61G2G-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been rev ie ed by Robert Nieminen, P.E. far
use of the product under the Florida Building Code and Florida B41ildirlg Code, Residential Volume: The products described
herein have been evaluated for compliance with the 6th Edition (2017) Florida RuMing Code sections noted herein.
DEscRI.PTION: PoIyglass Roof Underlayments
LABiEtiNG. Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANa: 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 loeation(s). NE MOIetc_ requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
AiDVERTISCMENT: The Evaluation Report number preceded by the words "NEMOletc_ Evaluated" may be displayed in
drive rtising literature_ If any portion of the Evaluation Report is displayed, then it shall be done in its entirety_
IwEcmow Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
d istributo r.5 and shall be available for inspection at the job site at the request of the BcliIding Official
This Evaluation Report consists of pages 1 through 16
Prepared by: ;rye
Robert J.M. Nieminen, P.E.
Florida Registration JVO: 59166, FIOfido L)CA AIVE.19$3 r :. • wr The facsimi4seal apFearc.4wad Mnhaoimd by Robert Nitminan, P.E. on
W14J21019. This AOt no serve n an ektuonw_&V SVWd docwnent
QRTIFI€ATION OF Ir1GEPENDENCE:
1_ NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing produrt5 it evaluates,
2. NEMOI etc. is not owned, operated or controlled by any company manufacturing cr distributing products it evaluates_
3. Robert Nieminen, P:E. does oat 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 NEMOIetc. nor Robert Nieminen, P.E. are, in any wayr the Designer of Record for any
project on which this Evaluaticn Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
02019 NEW ETC PLC
�P=Iloduc-Ca�tga}ry: Roofing—
Sub -cat"": Underpayment — — —
CoITTp,llance Sts#emetrt: Roof UnClerlayrrtenti, as Produced by Rol [ass
following sections of the 60 iEdition (2017) Florida Building YS USA, Inc., have demonstrated comRl�ance with the
Corn.Pliance is subject to the Installation RepLtirements acid Limitatrons /Conditions of Use s
_ g Cade through testing in arcordarrce w#FI the following Standards,
STAF40AFIDS: et forth hl5twin
15Q4.3,1
1 SQ4-3.1
1507,2.3 f 15D7.1,1
1507-2A / 15a7,1-1, 1507.2-9.2
1507.3-3
1507.11.2
1507.11.2
1507,11,2
15D7.11.2
T,4511 D
E•EFEREt4tE5:
]
MT
�
Wind Uplift
R r n
EERD
6049]
ERD [TSr 6049]
wrtd Uplift
11757-D8,01-1
FRO (T5T(ypfg
Wend UA4ft
11T7G,06.0i
ER') (MT 6D49)
ASTM 01970
P1740JM-07
ERp (TST 6049)
Wired UAEift
P5110.04A7.1
ERO MT fiOtg �
Wend lJpii4t
P9�6a.03
ERD[T5T6W
TengilrAdlWaOn
P3p540.11.0¢R1
P1103¢,11-U341
ENIDmy604gj
Wdnd Uplift
Pi�p3a11,O;L2
Elio {FS7 6049]
ASTM 049"
P11030-11-03 3
ERD (TSr 6049)
ASYM p19M
p33350.06.10
ERD (MT )
TAS103
P33370)03-11
EAD MT W49j
twdlle Adhesion
P3337a_0)4.11
ER[)MT6049)
ASTM1)197D
P37300-10-11
ERD MT6M)
TAS 103
P40-190,08.12.1
ERD (TST 6049)
Tille Adhesmm
P4035&0&12-2
EFto (TST SM)
TansileAdhesion
C41420A9-12'3
ERD JTST 611491
y{0vkd Uplift
P39690.03.13
ERD (TsT 6049)
ASTM D1170
P45370-04.13
ERD {TST 6049]
Wind {lplPFt
PIM-02",R2
EADMT&M%
Wind Uplift
31757-04.01-1ati
ERO(TST6049)
ASTMD6164
P37S90.03.13-3A
EFLD MT 6049)
ASTM 06SM
P37S90A3-13-1-R1
ERO MJ-60491
Wind Uplift
P41630.08.13
ERD rm 60491
ASTM P4WI
P45940rQ9-13
EAD MT 6049)
Wind Uplift
P11751,o5.03•R1
ERD (TST &A91
Wind) Llpllft
R11781-11.03-R1
ERD MT 604%
3019d Ovsiopls
P45270,05-14
ERD (TST 60491
Temile adheskm
61320.04.14.5
ERD (TST 60")
T#rKjle adhesian
6020-09.146
EAE1(T5T 604%
t#rtsile adhesion
P46.520.10.14
ERD O'ST 6049)
ASTM D1970{D4798
P43240-10.14
NEM4FfC, Lit:.
errtUk e qiFAWthOFMWAM#M455
Wired uplift
n r
xW
Wind Uprift
FM 4474
2011
Physical PrnjmftieS
UL 1897
2012
PhOcal Properties
ASTM D22fi
2OD9
Phy5icar Properties
ASTM D1970
7D15
Physical Properties
=
fRiSA/TRI April 2012
2012
PhWcal Properties
ASrM 06163
2DO8
Physica[Properties
ASTM D6154
2011
Physical Properties
A5T1tir} a622.2
G22Z
2011
ACce[erated Weathering
' TM ❑
2
ASTM 04798 79$
2011
TengNE heSWn
ib{2003
EAD (TST 6o49)
10
TAS 103
a#p3gp-e� 1
p�/p3
O1/04/2007
ERD {T$T 60141
14hnd Uplift
R44360.1Ci14 $1
05%18{2015
0411112P07
M (r$T 6U491
ASTM A1970
PL1'G-SCB�',U5.16-1
05117/2016
OW2V20p8
ERD (NT6M9)
Tensile adhemm
11/30/20Dy
ERD[TST 604gi
TAS 103
I'L'r&5C10130.06-lj�-2
W27/2016
06/27{2016
111�0/10l"19
ER0 MT £079
ASTM D197WO47%
PLYG-SC1Ol3p.0t`s-16.3
fl6/2717016
11130/2009
ERD [1ST 60491
MrW Uplift
P4YG•SC>90/pi07-16
07/1612p15
IV'30/2009
ERDITST60�49)
rAS1Q3
FLYG-SC12625.10.16
10/12I20t5
06/2W2010
CRDMT6049)
30/90physl{ats
PL'r�5Ci3t�6.1Z,15
PLYG-SCI1{CQ.03-17
12j27{2p16
03/024011
ERp;T#r60491
TA5103
POG-5C72315-13B.17
0311012027
04{29/2011
ERD [TST 60491
TAS 203
PLYG-$[13135,{I8-17
DRI M2027
10119/2011
Fm [r5T 1867)
41§nd Uplift
3OD4091
10{31{2017
DW/O6/2032
NL239
+CC -ES 6J
�
Jbccam plLx�
E5R-i697
01/12/2
OM7/2012
M-D (CER 1592)
HVNp Compllante
NOA 37-0614,22
Oid{41/241919
07/0612017
OW12/2012
WTI (TST 25"
A5TM D4799
JX2OH7A
03/011
03}W2013
Ow{2AnO13
MEMO iTSTf#9l
+4Tk1n1870
a-PLwC,-i9C-,7a,03.19
p3/24{201818
NEMO(T &0491
Wind Uplift
4L-PLYG-18-)03.01,19
01{11=19
04/29/21313
NE MOInT60Q)
A5TMD6163
45-PLYG•18- 2.01.lm
01/24/2019
04 W2413
NEPAC (nT600)
ASTM 06222
45-PLYG-J&:)02-05.19-C
W41 019
05{0W2013
NEf4i0(T5T6049)
TAS103
45-PLYCr19-004,10-19fi3
10IM2019
05126W2013
NEAAOf 5T 6049)
TAS 103
45-PLYG-1&404-10.1-9-1
10%08/2D14
08106=3
MEMO JTST6U%
TAS 103
AS-RLYG J&-W4-10.19-L
10109/�1019
09/04/2013
NFMO (TST 604%
TAS 103
4j-PLYG-19-sEuDL-01 A
iWIW2019
l i/2W2013
PRI M 587$)
Tensile Adhesion
PRIC1111
04100r"2
1112612033
POP (TSTU731
TA$ 103
PL&dA 016-02-01
07114/202
C5112{2014
PRI {TST 58701
TA5103
RUSA-03S.0Z-01
09/Z9120%
091OW2014
PRF(TSTSE781
TAS1O3
PUSA-055-02-02
12/IW2007
0BIW2024
PRI "587E}
A5TM D6222
PUSA-06l- 242
01/28/?ODS
10/03/2014
PRI MT 59M)
ASTM 05164
PtJ5A49 G2 01
071291"9
IW17/2014
Polyglim USA
P{L+1#fid"it
Mule-HideC363LIS
03100008
6° MOT'CN0027)WMON-FiVHZEVALUATION
F`4 OU Roof IUI-JW4J--nts; j9541 233.1.2%0
EvAuati.7n Report P1213%02,0141.25
FL52WR29
llevisian 25: 2W1412019
Page 2 of 16
ULMI Kxdrni_gAtiiz!1 fidnin awn Lam
ERR (75T GQ49} TA$ 14S PLYG-5055U.03. L5 03/24/201S Poiyoass USA
UL (C IUA%25)
L_..
4-1
4.2
4-3
4.4
4.5
4.6
4.7
4Z
4.9
4.10
4,11
4-12
4.13
4.14
4.15
4.1.6
*NEMO I PtC.
Exarnmat'2-1 Refereng Vate
Mate:ia.sA.1-dav,L Polys4lcKCompou,�d US/M11011
Qujliky Contipl Senice ConfimWtion 09/13/2015
PRODUCT DESCRIPTION;
Product
specification
Plant(s)
Desuiptilon
Elastobase
ASTM D6163
FL Fiberglass -reinforced, SOS modified bitumen base sheet
FL Polyester -reinforced, SOS modified bitumen base sheet
Etastobase P
ASTM D6164
Ek i=fllex G TU
-D 13-004
PA
Polyester -reinforced, modified bitumen the underlayment
FRSA/TRI April 2012
composed of a sand -surfaced SBS modified bitumen back-
side and granule -surfaced APP modified bitumen top -side
Eiastoflex S6 C
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Elastoflex 56 G FIR
ASTM D6164
FL
polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
HydraGuard Dual Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydraGuard Tile Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
TA$ 103
waterproofing membrane, fiberglass reinforced, with a
FRSA/TRI April 2012
polyester fabric surface
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Ppiyester-reinforced, APP modified bitumen tap sheet
(FR)
FRSA/TRI April 2012
Polyflex G
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply system" from FRSA/TRI April 2012 �04-12j
beneath mechanically fastened or adhered the roof
S Mrns
Polyflex G FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSAITRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System"' from FRSAJTRI April 2012 (04-12)
beneath mechanically fastened the roof systems
Polyflex SA P
ASTM D6222
FL
Polyester.reinforced, AFIP modified bitumen cap sheet
FRS,AJTRI April 2012
Polyflex SA P �R
ASTM 06222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyglass Base
A$7M D6509
FL
Fiberglass -reinforced, APP modified bitumen base sheet
Polyglass G2 Base Sheet
ASTM D4601
ALL
Fiberglass -reinforced, asphaltic base sheet
Polystick IR-Ke
ASTM D1970
FL, PA
Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
Polystick MTS Plus
TAS 103
FL, PA, TX
Nominal 60-mil thick rubberized asphalt watcrproofing
FRSA/TRI April 2012
membrane, glass fiber reinforced, surfaced with
polyolnic film surface
NErM O ETC, LLC, Evaluation Report P120E0.02.05-925
Cer-ftroteafAuthwimrrgotN3,7455 6n EorrlOpi (Z417) W NCN4-"VHZ EVALUATION FCSZS$-Rt9
Poly..Elass Roof Underlay ments, MS41233-1Z30 Revi4on 25; 201W2019
Page 3 of 15
NNEmo I etc.
PRC Ewu DESCRIPTION. --
Product Specification Plan#,] Description
4-18
Poly+stick MU-X
ASTM D1970
FL, NV, PA
Nominal 54-mil thick dual -layer rubberized asphalt
(See Section 5.8)
waterproofing membrane, fiberglass reinforced, with a
polypropylene film surface
4.19
Polystick TU Max
ASTM D1970
FL, PA, TX
Nominal 60-miI thick rubberized asphalt waterprod rig
TAS 103
membrane with a 190 g/m2 polyester faInric surface
FRSA(TRk April 2012
410
Pokystick TU P
TAS 103
TX
NominaI 13C-mlI thick rubberized asphalt waterproofing
FRSAjTRI April 2012
membrane, glass-flberjpolyester reinforced, with a
granular surface
4.21
PolystickTU Plus
ASTM D1970
FL PA
Nominal 80-miI thick rubberized asp ha Itwaterproofing
TAS 103
membrane, glass fiber reinforced, with a polyester fabric
FRSAjTRI April 2012
surface
L 5. LIMITATIONS:
5.1 This is a huikding 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 prev.1ous versions thereof, is/was used for permitting or design guidance unless
retained specifcally for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5A Polygkass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within
FBC approval docurnen#. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this
evaluation combined with supporting data for the prepared roof covering.
5-5 Allowable Roof Covers;
TABLE 1: Now CoamOPrKm
Wood Shakes
Underlayment
ham -on lllr
FormOnTlle
mtta1 &Shingles
Slate
EiasLaha-W
Yes
Yes
Yes
Yes
Yes
Yes
IMgwSFwt m 2• q'+temi
I�a4+ *a+t+ 2 urrsrst..�l
Elastabase P
Yes
Yes
yes
Yes
Y'es
law VLM 02-Ph'sxsosmi
IBM 9Lee[we2� IVIUMl
PaInlam Base
N4
Yes
Yes
No
NO
No
JB&m Sheet M 2-ph s'Rrtdnl
{bar Shen in 2p►k igstemh
Pplyla34G2ease
No
Yes
Yes
N4
No
No
I@au Sher m2-pry rT}Srml
JBW Shen w ivrr lyrorml
ElastafleK G TU
Yes
Yes
Yes (See 5-5-21
No
Yes
Yes
dastoflex SG G
Yes
Yes
Yes {See S.5A)
No
Yes
Yes
ElmWlex S6 G FIi
Yes
Yes
Na
No
Yes
Yes
HWFaGuard Dual Pro
Yes
ND
No
Yes
Yes
Yes
HydriGuird Tile PFp
Yes
Yes
Yes (See S.S.1)
Yes
Yes
Yes
rlAule•Hide SA-APP cap
Yes
Yes
Yes (SeeS-S,l)
No
Yes
Yes
ShCeS
Mole -Hide SA•APP Cap
Yes
Yes
Yes (S&e 5.5.11
No
Yes
Yes
Sheet (FR)
FoNfGex G
Yes
Yes
Yes (Set 5-5. if
NO
Yes
Yes
Iaay%X G FR
Yes
Yes
No
No
yes
Yes
PoMtex SA P
Yes
Yes
Yes {See 5-5.11
No
Yes
Yes
PoF ., SA P FR
Yes
Yes
Y#y (Ste 5-9.I)
NO
Ter,
Yes
PvN5tick IFL-Xe
Yes
No
No
too
Yes
Yes
NEW ETC, LLC. Evaluatiao Report P12DW-02-09-FL25
Crrtrf ctCGJ 4+dt+4+rro�a+4IM455 iii:m EDrrKm 12017) FM NOWHVFI2 EVALUATION FL5259IL29
Polyglass Roof LFn derigyrtnenlf; (9541233-1230 iievision 25; IW2412019
Page 4 of 16
NNEMO I etc.
-
U_kTWyntpnt
AsphW% W ngle€
TABLE 1. ROOF COVER
Nal l-On Tile Fnam-On Tile
mow
Wood Shakes
&Shingles
$13"
ftvstick NM Plus
Ye€
N6
Yes
Yes
Yes
Polystirk M LJLX
Yes
Na
NO
Ye9
Yes
Ye9
tick T-U MaK
Ho
Yes
Yes Isee 5.5-1)
Yes
No
+�o
Pply5 ick TU P
No
Ye4
Yes ISee 5S-11
No
No
No
Polystirk TU Plus
Yes
Yes
Yes j5ee 5-5-1�
Ye€
Yes
yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives f underlayrnent combinations-
5.6
TABLE IA* ALLOWAaLf TILE AMISSIVE J UNMRLAYMENT CAM19 NATIONS
Florida Product
Adhesive
Approval Undkriay m ents
DAP Foam Touth'n Seal StorMBond
F L14506
Polystick TU J41$x OF Polystick TU Plus
Roof Tile Adhesive
Dow TileBond"
FL22525
HydraGuard The Pro, Polyflex SA P, Polystick TU Mast, Polystick TU P or
Polotick TU Plus
Elastofiex G TU, Elastoflex 56 G, HydraGuard Tile Pro, MuJe-Hide SA-APP
ICP Adheslves Polyset• AH-160
FL6332
Ca Sheet, Mule -Hide SA-APP Cap Sheet [Fal, Polyflex G, Polyflex SA P,
Po"ex SA P F R, PoiySOCk TU Max, Polystick 7U P or Polystick TU Plus
Elastaflex S6 G, HydraGuard Tile Pro, Mu le. Hide SA-APP Cap 5heetr Mule-
ICP Adhesives Polyset' RTA-1
:FLG7276]Hide
SA-APP Cap Sheet IFR), Poiyflex G, Polyflex $A P, Poh�flex $A P FR,
Polystick TU Max, Polysti�ck TU P or Polystick TU Plus
Al lowa bler
TABLE2: SuwpATECWrm> sFORADHEREDUF40ERLAYMENTS
Underlaynnent Application Substrates (designed to meet wind loads for project)
Type Pruner MvorlAl(5)
HydreGuard Dual fro,
Deck /
(Optional ASTM D41
plywood, 05Br Southern Yellow Pine or Huber
"IiP
Engineered Woods System" Panels
Hy�draC�uard Tile Pro,
sheathing
g
Polystick (all variations),
ASTM D41
structural Concrete
�Opfional) ASTM D41
A5TM C12B9 Type II Class 1 polyisocyanu rate, ASTM
Mule: -Hide SA-APP Cap
-
Sheet, Mule -Hide SA-APP
adhering
4nsulation
tar B-3000
C1289 T ' nurate�pm
YRe V poi Y Ya pesite, DensDeck
Cap Sheet IFR), Polyflex
Prime or SECUROCK Gypsum -Fuser Roof Ek�ard
Bale
N/A
ASTM D226 felt, Elastobase, E lastobam P or Mule -Hide
5A P or Polyflex SA P FIR
Sheet
Nail Base
Deck
ASTM D41
structural concrete
ElastofJex G TU, Elastoflex
hot asphalt
Insulation
(Optional) AS7M 041
DensDe€k Prime or SECUROCK Gypsum -Fiber Roof Board
ease
N/A
ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide NaII
56 G or Elest�oflex 56 G FA
Sheet
Base or Polyglass G2 Base
Deck
ASTM Dal
structural concrete
Insulation
(Optional) ASTM D41
DensOeck Prime or SECUROCK Gypsum -Fiber Roof Board
Polyflex G or Polyflex G FIR
torch-
Base
Elastobase, Elasmbase P, Mule -Hide Nail Baser Polyglass
applied
Sheet
N{ A
G2 Base or Palyglass Base
t RLIPt to Tile i1+ anu faclurees or Adhmve Manufact ref's Rondo Product Approvol for Overrumrng Moment Resistance Ferfbmwnre.
NEMO ETC. Lt-C- Evaluation Report P120604249-RL25
Cr Tjfim[e of Avthonraffan #.?2455 G' Evmorr 110171 FB[ NON HVNZ EVALlA4TKM F1.52S9-A29
Polyglass Roof U nderlayments; 195.4) 233-1230 Rpvisibn 25: 1011412d19
Page 5 of 16
ONE MO I etc.
5.6.1 Wi nd Resistancefor U nde rilayme nt Systems in Foam-0n Tile G i n=
The following wind uplift Irmitation5 apply to underlayment systems that are not prescriptively addressed in FRSAARI April
2012 (04-12) and are used in foam -on or mortar -set the applications- 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 FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609
for determination of design wind loads,
#1 Maximum Desi n Pressure = f;
Deck, APA rated, 7/16 CAT, 0.418 In., Exposure 1, 05B sheathing to meet project requirements to satisfaction of Authority Having
lurisdlctYon.
Joints_ Min.. 4-inch wide Strlps of Elastoflex SA-V aver all OSS joints
Base Ply: Polystick MTS Plus, self -adhered.
Underlayment- We -Hide SA-APP Cap Sheet, MLile-Hide SA-APP Cap Sheet (FR)r Poh Mex 5A Pr POWlex $A P Frt, Polystick TU Max, Polystick
TU P or PolysUik TU Plus, self-adhered -
#2 Maximum Des1Fn Pressur
Berk; Min- 15/32-inch plywood to meet project requirements to satisfaction of Authority Having J u rLsdictlon.
Primer: None
B2Se Ply, (Optional) Palystick MTS Plus, self -adhered,
Undedayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Ffi), Pol^x SA P, Po"ex SA P FR, Polystick TU Max, Poiystkk
TU P or Po"tick TU Plus, self -adhered.
If3 Maximum Design Pressure = -97.5 nsf:
Deck: Mirk. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Primer= PG 100 a r ASTM D41
Base Ply; (Optional) Po"tkk MTS Plus, self-adhered-
Underrayment: Mule -Hide SA-APP Gap Sheet, {Mule -Hide SA-APP Cap Sheet IFRj, Polyflex SA P, Polyflex SA P FR, PoiyStick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x W ring shank nails
through 32 ga., 1.5/8' diameter tln caps spaced 12-inch 0-c-
#4 im m Design Pr r = f:
Deek: Min, 15/32-inch plywood to meet project requirements to satisfaction of Authority Having JuriSdictlon
-
Primer: WB-3000
Base Ply, IOptional) Polystick MTS Plus, Self -adhered,
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Fit), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystkk TU Plus, self -adhered a nd back-naded within the se Ivedge-edge side le ps using 12 gh, k 1Y." ring sha nk nails
through '32ga., 1-5/Er diameter tin caps spaced 12-inch o-c.
fly Maximum ftsilzn Pressure-135 Min, 15 f 32-i nch plywood to meet prajW regkj i rements to satisfaction of Authority Having J urisd iCtion-
Primer; (Optionail PG200 or ASTM D41
aase Ply: {optional} Polystick MTS Plus, self -adhered,
Joints: Min, 4-inch wide strips of Elastoflex WV over all plywood jolnts-
Underlayment, Mule -Hide SA-APP Cap Sheet, M1ule-Hide SA,APP Ca Sheet (FR), Polyflex SA P. Palyflex SA P FR, Polystick TU Max, PoNstick
T7J P or Polystick TU Plus, self -adhered.
#6 MgAmum Design Pressure = -315 "f:
Deck; Structural concrete to meet project requirements to satisfaction of Authority Havinrg Jurl#diction,
Printer; PG I DO or ASTM D41
Base Ply_ (Optio+tial) Palystick MTS Plus, Self -adhered.
Underlayment- HydraGuard Tile Pro, Mlle -Hide SA-APP Cap Sheet Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyfiex SA P FR,
Polystick TU Max, PolysticIt TU P or Polystick TU Plus, self -adhered.
#7 Maximum Design Pressurg = -622.5, m5f,
Deck: Structural concrete to meet project requ i rerne ras to satisfaction of Authority Having Jurlsdktion-
Primer, PG100 of ASTER D41
Underlayment; Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex 6, torch -applied,
NEh10 ETC, L1C. Evalwtion Report P12060,02,04-R25
trr,firate o1Apfhp4ptpR402t55 6' EDrr4ON (2017) FRC NON-HVH1 EVALUATION KS259-1129
Pufth- a ROOF tlnderlayfinerds; 1954) 233-1230 Revision 25; 10j1412019
Page 6 & 16
NNEMO I etc.
98 Maximum Des in Pressu re =
Deck_ IMin- 15/32-in eh OSS to met project requirements to satisfaction of Authority hawing Jurisdiction.
Base Sheet. Elastabase or Muie-Hide Nail Base (poly -film top surface)
Fasteners: 11 go- x 1-25-Inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch mr. at the 3-ineh wide side laps and 6-inch o-c- at two (2) equally spaced staggered center rows.
Base Ply_ (Optional) Polystick MTS Plus, self -adhered.
Underlayment; Mule -Hide SA•APP Cap Sheet, Mole -Hide SA-APP Cap Sheet (PR), Polyflex SA Pr PoN lex SA P PR, Polystick TU Max, Polystick
Ttl P or Polystick TU Plus, self -adhered.
#9 Maximum Desilzn
Pressure = -37.5 $f*;
Deck=
M i n. 15/32-inch pNwoad to meet project requirements to satisfaction of Authority H3ving Jurisdiction,
Base Sheet,
Elastobase or Mule-HWe Nail Base (poly -film top surface}
Fasteners:
I ga. x 1-25-in0k long x 1-inch head diameter round metal Cap nails
Spacing..
6-inch o-C- at the 3-inch wide side laps and 6-inch a,c at two (2� equally spaced staggered Center rows -
Base Ply.
(OptlonaII Polystick MT5 Plus, self•adhered-
Underlayment= Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet {FRS, Polyf lax SA P, Polyf lax $A P FR, Polystick TU Max, polystick
TU P or Polystick TU Plus, self -adhered.
#10 Maximum Design
Pressure ;,-37.5 asf*osf*:
Deck-
Min- 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having JurisdiCtion-
Base Sheet'
One (1) or two (2) layers ASTM D226, Type 11 felt
Fasteners_
11 ga- k 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing;
6-inch o.c. at the 3-inch wide side laps and 12-inch mc. at two (2) equally spaced staggered enter rows.
Underlayment- Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt-
#11 Maximum Design Pressurt = -45 psf':
Deck-. Min. 19/32-in€h plywood to meet project requirement5 to satisfaction of Authority Having Jurisdiction.
Base Sheet; One (ij layer ASTM D226, Type II felt
Fasteners; 11 ga. x I.25-inch x 318-inch head diameter annular ring shank roofing nails at 1-5f21r-Inch diameter tin taps
Spacing: 4-Inch ox, at the 2-inch wide side laps and 441nch o-c. at two (2) equally spaced staggered tenter rows.
use Ply_ {Optional; for use with setVadhering underlayme nt only} Polystick MT5 Plus, self -adhered-
Underlayment; Mule -Hide SA-APP Cap Sheet, [Mule -Hide SA,APP Cap Sheet (FR}r Polyf3ex 5A P, Palyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered or ElaMflex G TU, applied in full mopping of hot asphalt.
#12 Maximum Desiilw
PfeSsufe,= -45 psf*=
Deck;
Min. 19/32-inch plywood to rneet project requirements to satisfaction of Authority slaving Jurisdiction.
[lase Sheet:
Two (2) layers ASTM D226, Type 11 felt
Fasteners-
11 ga. x 1-254nch long x 3/9-inch head diameter ann,jlaF ring shank roofing nails at 1-518-inch diameter tin caps
Spacing:
9-inch o-c, at the 2•inch wide side laps and 9-inch o.c- at two (2) equally spaced staggered center rows.
Base MY.
(OPtlona l: for use with self -adhering u nderiayment poly) Palystick MT5 Plus, self -adhered.
Underlaymem;
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FRj, Polyflex $A P, Polyf lax SA P FR, PDlystick TU Max. Polystick
TU P or Polystick TU Plus, self -adhered or Elastoflex G TU or Elastoflex S6 Gr applied in full mopping of hot asphalt.
413 Maxiirnum Desilzn
Pressu re =
Deck,
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Buse Sheet;
Elastabaw isanded top surface for hot -asphalt or torch -applied Cap or poly-fllm surface for torch -applied Cap}
Fasteners:
Simplex MAXX Cep Fasteners
Spacing-
9-inch o-c- at the 2-inch wide side laps and 18-inch o-c- at two (2) equally spaced staggered tenter rows,
Underlayrnent=
Elastotlex G TU or Elastaflex 56 G, applied in full mopping of hot asphalt -or Polyflex 6, March -applied.
#14 Maximum Mjilizn Pressure = -4 . f;
Deck, APA rated, 7f 16 CAT, 0-4ISin-, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Haying
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nall Sase (poly-f`i m top surface)
Fasteners, 12 ga- annular ring shank nails wlth 1-51r diameter tin caps
Spacing.. 6-inch a.c. at the 3-inch wide Side laps and 6-inch o,c, at four (4) equally spaced staggered center rows,
Base ply, (Optional I Polystick MT5 Plus, self-adhered-
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR 1, Palyflex SA P, Polyflex SA P FR, Polystick TO Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEMO ETC, ILC, Evakia#ion Report P1206OX2.M•R25
CuGfkafe 01Au"iWlon #32455 6'" €DMON [20371 FBC NON KVHZ EVAWATION FL5259-M
PoWlLass 1400f Underlayments; (954) 233-12-30 Reyi9i4n 25, 10f14/2019
Pape 7 of 16
NNEMOletC.
#15 Maximum Design Pressure = AS.0 oaE:
Deck: APA rated, 7f16 CAT, 0-418 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet. Ela stabase I sa nd top su rface)
Fasteners; 12 ga. annular ring shank nail 5with 1-518" diametertin caps
Spacing: 6-inch o c- at the 3-inch wide side laps a nd 6-inc h o.t- at four (4) eq ually s paced staggered center rows.
Underlayment: Elastaflex G TU or Elastaflex 56 G, applied in full mopping of hot asphalt-
916 Maximum Design Pressure = -45.0 ftf:
Deck: APA rated, 7116 CAT, 0.41,6 in., Exposure 1, 050 sheathing to meet project requirements to satisfaction of Authority Hawing
Jurisdiction.
Base Sheet = Elastobase or Polyglass Base
Fasteners; 12 ga. annular ring shank nails with 1-518" diameter tin raps
Spacing; 6-inch o.c- at the 3-inch wide side laps and 6-inch o-c. at four (4} equally spaced staggered center rays,
Underlayment- Polyflex G, torch -applied.
017 Maximum Desijzn Pressure = f;
Deck, Min. 15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdlttion-
865e Sheet: Elastohase (sanded top surface for hot -asphalt or torch -applied Cap Or poly -film surface for torch -applied cap)
Fasteners; Simplex MAXX Cap Fasteners
Spacing: 9-Inch C-C. at the 2-in€h wide side laps and 12-Inch o.c. at two (21 equally space staggered center rows.
Underlayment- Elastaflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torrWpphed.
I#19 Maximum Design Pressure = -52.5 csf
Deck; Min- 15/32-inch plywood to meet project requirements to Satisfaction of Autfwpriky Having Jurisdiction.
flare Sheet: Elastobase or M1ule-Hide Nail Base (poly -film top surface)
Fasteners, SlmplekOriginaIcap Naias
Spacing, Cinch D-C- at the 3-inrh wide side laps and 6-inch ox, at four (41 equally spaced staggered Center rows. -
Base Ply' (Optional) Palystick MT5 Plus, self -adhered,
Underlaymerrt; Mule -Hide SA-APP Cap Sheet;, Mule -Hide SA-APP Cap Sheet (FRI, Polyflex SA P, PolyNex SA P FR, Polystick TU Max, Polystick
TU P or PofystIck TU Plus, self -adhered.
#19 Maximurn Design
fir
Deck'
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet'
ElastobLase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners;
Simplex Originar Cap mails
Spacing:
6-i nch o-C- at the 34nch wide side raps an d ICi nch o,c. at fou r (4) equally spaced stagge red tenter rows-
Underlayment_
flastoflex G_rU ar Elastofiex56G, applied in full mapping of hat as pha It or Po lyf lex G, torch -applied.
020 Maximum Design
Pressure = -60 gsf:
Deck;
Min- 19/32-inch plywood to meet project requirements to satisfaction of Authority Hawing JurisdlCtion-
Bas.e Sheet,
Elastobase (sanded tap surface for hot -asphalt or torch -applied €ap or poly -film surface for torch -applied cap)
Fasteners,
11 ga. x 1,25-inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/$-inch diameter tin caps
Spacing,
8-inch ox, at the 4-irvch wide side laps and 8-inch o-c- at three (3) equally spaced staggered center rovrs-
Underlayment. Elastaflex G TU Or Elastaflex Sfi G, aPPlied In full =ppirrg of hot asphalt or Polyflex G, torch-applled .
#21 Maximum Desi
Pressure = -60 nsf_
Deck;
MIn- 19132-inch plywood Co meet project requirements to satisfaction of Authority Having aurlsdictlon-
Base Sheet_
Elastobase [sanded top surface for hot-asphak or torch -applied Cap pr poly -film SUrfate for torch -applied caps
Fasteners-
OMG 412 Standard ftoofgrip with OMG Flat Bottum Metal Plates
Spacing:
12-inch ox. at the 4-inch wide side laps and .12-inch G.t- at two (21 equally spaced staggered center rows.
Undedayment; Elastaflex G TU 4r Elastaflex S6 G, applied in full mopping of hot asphak or Po"ex G, torch -applied.
NEIMO ETr, UJE- EMaluatlon Report P12o6a.o2.o9-R25
Crn+fuorr of Aurhmaonan #324$5 6"' IEDMON t20171 F$C NON-rrVFIF EVALUATR]N F1575!�LR29
Pow IComf Underlaymeuh; 1954) 233-tM Revision 15; SO{14/2019
Page a of 16
4fV Eno I etc.
#77 Maximum Design Pressure = -WO qff;
Deck; APA rated, 7/16 CAT, 0.418 in,, Exposure 1, O56 sheathing to meet project requirements to s.atisfattfon of Authority slaving
Jurisdiction_
Base Sheet; Elastabase or Mule -Hide Nail Base (poly -film trap surface)
Fasteners,. Simplex MAXX Cap Fasteners
Spacing'. 8-Inch a,cr at the 3-inch wide side laps and S-inth o-c. at three (3) equally spaced staggered center rows.
Primer: PG 1D0 or ASTM D41 primer a ppl ied to stress plates.
Use Ply_ (Optional) Palystick MTS Plus, self -adhered.
UnderLayment; Mu le. Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FA), Polyflex SA P, Polyflex SA P FIR, Pohystiek TU Max, Polystitk
TU P or %lystick TU Plus, self -adhered.
#23 Maximkim ftsian PreSSure = f:
Deck; APA rated, 7/16 CAT, 0.418 in_, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Hawing
Jurisdiction.
Rase Sheet: Elastohase (sand top surface)
Fasteners; Simplex MAXX Cap Fasteners
Spacing, 8-Inch o-c. at the 3-inch wide side laps and 8-inch o,t_ at three (3) equally Spaced Staggered center rows-
Underlaynnent- Elestoflex G TU or Elastoflex 56 G, applied In full rnopping of hot asphalt.
#24 Maximum Design Pr r =
Deck: APA rated, 7/16 CAT, 0-4ISin_, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction -
Base Sheet= Elastobase or Pofyglass Base
Fasteners, Simplex MAXX Cap Fasteners
Spacing: 8-inch OX. at the 3-inch wide Side laps and 8-inth u.c. at three (3) equally spaced staggered center rows.
Underlayment: P00ex G, torch -apPlied-
#25 Maximurn Design Pressure = -67.5 PxF;
Deck: Min. 15f32-inch plywood to meet project requirements to satisfactlon of Authority Having Jurisdiction.
Base Sheet; Polyglass G2 Base or 1>0IY ass Base (requires use of Wrc"ppdied wrderiayment)
Fasteners: 12 ga_ x 1.25-inch long x 3/8-inch head diameter anoular ring shank roofing nails at 1.5I8-irich diameter tin caps
Spacing. 8-inch D.c. at the 4-inch wide side laps and 8-inch o,c. at four (4) equally spaced staggered tenter rows,
Underlayment; Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, March -applied.
#26 Maximum Design
sure = -67.5 iasf:
Deck;
APA rated,19/32 CAT, 0.578 in_, Exposu re 1, OSB sheath i ng to meet project require ments to satisfattlon of Authority Havi ng
Jurisdiction_
Base Sheet:
Elastobase or Mule -Hide Nail Base {poly -film top surface
Fasteners:
T'RUFAST Versa -Fast Fasteners & Plates with two (21 screws per plate installed 180' Into the holes of the plate, parallel to
the width d irection of the sheet -
Spacing:
12-inch o.c at the 4-inch wide side laps and 12-inch 0.C- at two (2) equally spaced staggered center rows.
Primer;
(Optional) PG100 or ASTM D41 primer applied to Stress plates.
Base Ply_
(Oprtional) Polysti€k MTS Plus, self -adhered.
Underlayment;
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA -APR Cap Sheet (FR), Polyflex SA P, PoOex SA P FR, Polystick TU Max, Polystick
TU P or PolyStitk TU Plus, self -adhered.
#27 M aximurn Desien Pressure = -67.5 asf=
DeCk: SPA rated, 19/3� CAT, 0_578 in„ Exposure 1, 056 Sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction_
Base Sheet: Elastobase (sand top surfaced
Fasteners: 7RUFAST Versa -Fast Fasteners & Plates with two (2) Screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sleet.
Spacing. 12.inch c-c. at the 4-inch wide side laps and 12-Inch 0.c. at two (2i equally spa€ed staggered center rowrs.
Underlayment: Elastoflex G TU or Elast,oflex S6 Gr applied In Full mopping of hot asphalt.
NEW ETC, LLC. Evaluation Report P12460,42,MR25
CertJficate gAu4nuran1rpnr32455 b1" EDmON 120171 f9G NOr4-HYH2 EVAWAMN 95359-RZ4
Pahjtm Roof Undertrrmerrb; 1954) 253-1210 RewislDn 25: IN14/2019
Page 9 of 16
NEMOI etc.
428 Maximum Design Pressure = -67.5 jasf;
Deck- APA rated, 19132 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requkrer-ierits to 5atisfar:t-an of Authority Havirig
Jurisdiction -
Base Sheet; Elastobase or PDlyglass Base
Fasteners; TRUFAST Versa -Fast fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
Spacing; 12-inch o c. atthe 4•inch wide We laps and 12-inch D-c- at two (2) etluallV spaced staggered center rows.
urkderlayment. PolyflexG,torch-applied.
929
Maximum Design
Pressure = -75 asf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfactionk of Authority Having Jurisdiction.
$ase Sheet_
Poly&ss G2 Base or Polyglass Rase (requires use of torch-upj{4ied underiaYment)
Fa5terkers;
Del€fast H14 with Dekfast Flex plates, OMG #14 HD with OMG 3" Gahralume Steel Plates, OMG Roofgrip *14 with OMG Flat
Bottom Plates (AccuTrac), Trufa st HD with Trufast 3-irkch Insulation Plates or Simplex MAXX Cap Pi5teVers
Spacing-.
10-inch o.c_ at the 4-inch wide side laps arkd 10-inch a,c, at three (3) equally spaced staggered center rows.
Underlayment_
Elastaflex G TU or Elastoflex 56 G, applied in full mapping of tint asphalt or torch -applied or Palyflex G, torch applied,
930
Maximum Desljtn
Pressure = ,W PO:
Deck;
Min. 15I32-Inch plywood to meet project requirements to satisfaction of Author" Having Jurisdiction.
Rase Sheet,
Clastobase (sanded tap surface for hot -asphalt or torch -applied cap or poly film surface for torch -applied cap)
Fasteners,
Simplex MAxX Cap Fasteners
Spacing,
6-Inch o_c, at the 2-irk€h wide side laps and 6-inch o_c. at two (2) equally spaced staggered center rows_
Underlayment-
Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied,
#31
Maximum Design
Pr sure;90 ost.
Deck:
Min- 15/32-01ch plywood to meet project requirerrkents to satisfaction of Authority Having Jurisdictlon.
Base Sheet:
Elastabase {sanded top surface for hat -asphalt or torch -applied cap or poly -film surface for torcfr-applied cap}
Fasteners:
OMG 412 Standard Roofgrip or OMG #14 Heavy Duty with OMG r Round Metal Plates or OMG Flat Bottom Meta Plates
Spacing-
6-Inch O.C. at the 4-inch wide side laps and 6-inch o c- at three J31 equally spaced staggered center rows,
undorlaymerkt; Elastof lam G TU or €lastoflex S6 G, applied irk full mppirig of hot asphalt or Pahfflex G, torch -applied.
#32
M wdm um Desiizn
Pressu r=-90
Deck:
Min. 1S/32-inch plyvrpod to meet project requirements to wtisfaction Df Authority Having Jurisdiction,
Rase Sheet:
Elastobase (sanded top surface)
Fasteners:
Trufast #12 DP or Trufast 014 H0 with Trufast r Metal InsulWon Plates
Spacing,
6-inch o-c- at the flinch wade side laps and 6-inch o,c. art three (31 equally spaced staggered center rows.
Underlayment: Elastoflek G TU or Elastoflex S6 G• applied in full mopping of hot asphalt-
#33 Maximum Design
Pressure = -90 W:
Deck,
Min- 15/32-inch plywood to meet project requlrements to satisfaction of Authorlty Having Jurisdiction,
Base Sheet;
Polygiass G2 Base or Poly&ss Base (requires use of #arch,opoed underfaymear)
Fasteners:
Dekfast #14 with Dekfast Hex plates, OMG 014 Hd w;ith OMG 3" Galvalume Steel Plates, OMG Ropfgrlp il14 with OMG Flat
Bottom Plates(Accara€),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing;
9-inch o,t. at the 4-inch wide side laps and 9-inch o,c, at four (4) equally spaced staggered tenter rows.
Underlavment:
Elastoflex G TU or Elastoflex SG G, applied in full mopping of hat asphalt or torch -applied or Polyflex G, torch -applied.
#34 Maximum Design
Pre5.svre = -90.0 psf:
Deck-.
APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheath Irkg to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet;
Elastobase or Mule -Hide Nail Base (poly -film. top surface)
Fasteners,
TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
SpaCing;
9-inch a,c. at the 2-inch wide Side laps and 12-inch OX, at two (2) equally spaced staggered tenter rows.
Primer,
PG 100 or ASTM 041 prime r a p piled t4 stress plates,
Base Ply;
(OptionalI Polystick M75 Pius, self -adhered.
Underlayment:
Mule•Hide SA-APP Cap Sheet Mule -Hide SA -A PP Cap Sheet (FR), Paiyflex SA P, Polyflex SA P FR, Polystick TU Max, PolystIck
TU P or Polystick TU Plusr Self -adhered,
NEM1O ETG Ly-C- Evaluatlon Repo" P120fi8,02,09-R25
Crrripmrr gf AvVoruaraan Ri2455 6'" EDMON (2017� FBC NDN-HVHI EVALUATION FL5259429
PolylUss Roof UnderlaymerhU; 199A] 133-1230 Ftewksion 25, 10114/2019
Page 10 of 16
ONEMOletc.
435 M axim u m D i n Pressu r=
Deck: APA rated, 7/16 CAT. 0,418 in., Exposure 1, OSB Sheathing to meet project requirements to Satisfaction of Authority Having
Jurisdiction.
Base Sheet; Elastobase (sand top surface)
Fasteners: TRU FAST Versa -Fast Fasteners & Plates wick two (2) screws per plate installed 1W into the holes of the plate, parallel to
the width -direction of the sheet
Spacing-. 9-inch o,L- at the 2-inch wide side laps and 12-inch o-c- at two (2) equally spaced Staggered center rows,
Underlayn*nt: Elastoflex G TU or Elastoflex $6 G, applled in full mopping of hot asphalt,
936 Maximum Design Pressure = -90.0 p�f;
Deck-. APA ratelf, 7116 CAT, OA18 in., Exposure 1, 058 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet; Elastobase or Polyglass Base
Fasteners' TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 18(r into the holes of the plate, parallel to
the width -direction of the sheet
Spacing; 9-irrch o.c. at the 2-Inch wide #Ide laps and 12-inch a.c. at two (2) equally spaced staggered center rows-
Underkayment= Polyflex G, torch -applied,
#37 Maximum Desmilw Pressure = -97.5 lost=
Deck: Min. 19132-Inch plywood to meet project requirements to satisfactJon of AothOfity Laving Jurisdlction-
Elase Sheet- Elastobase or Mule+li& Nail Base (pply4llm top surface)
Fasteners: 11 ga, x 1-25-inch x 3/8-inch head diiameter annular ring Shank rooting nails at 1-5/8-Inch diameter tin taps
Spacing- 4-larch ox. at the 4-irich wide side laps and 4-inch o-c. at four (4) equally Spaced Staggered center rows -
Base Ply_ (Opftnal) Polysti€k MTS Plus, sell -adhered.
Underlayment, Mule -Hide SA-APP Cap Sheet, Mule -Elide SA-APP Cap Sheet (FFt), Polyfiex 5A P, Polyf lax SA P FR, Polystick TIJ Max, Polystick
TU P or Polystick TU Plus, seIf-ad hered
-
# 38 M ax i m u rrr DeSi1lzn Pressu re = -97,
Deck: APA rated, 19132 CAT, C-578 in., Exposure 1r 05B sheathing to meet project requirements to satiSfa{tbn of Authority #lavirig
Jurisdiction.
Base Sheet; Elastobase or Mule -Hide Nail Base (poly -film top surface}
Fasteners: Simplex MAXX Cap Fasteners
Spacing-. 6-inch rx,t. at the 4-inch wide side laps and 6-inch O.C. at four (4) equaily spaced staggered center rows.
Primer: PG1W or ASTM D42 primer applied to stress plates -
Base Ply_ (ClptionaII Polystick MTS Pius, self-adhered-
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA -A PP Cap Sheet (FR), PoJyflex SA P, Polyflex SA f FR, Pplystick TU Max, Polystick
TU P or Polystick TU PluSr self -adhered,
#39 MaXimum D i n Pressure = f;
Deck-. APA ratted, 19/32 CAT, 0.578 in-, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction-
FBaseSheet, Elastobase (sand top surface)
Fasteners_ Simplex MAXX Cap Fasteners
Spacing; 6-irrch ox, at the 4-Inch wide side laps and 6-inch o-c. at four (4) equeIlly Spaced staggered center rows.
Underlayment- Elastoflex G TU or Elastoflex 56 G, applied In fall mopping cf hat asphalt.
l#40 falaxImum Desien Pressure = -17.5 17Sf=
Deck: APA rated, 19/32 CAT, 0.57a in., Exposu re 1, OSS Sheath ing tp meet project req uire meets to sat isf act ion of Author" Having
Jurisdiction -
Base Sheet- Elastobase or Polyglass Base
Fasteners, Simplex MAXX Cap Fasteners
Spacing: 6-inch mc. at the 4-1nch wide side laps and 6-inch v.c. at four (4) equaly Spaced staggered center rows-
Underlayment; POO" G, torch-apptied.
#41 Maximum Design Pressure =-1051ssf;
Deck: Min- 15/32-inch plywood to meet project requirements t4 Satislattion 0 Authority Having Jurisdiction -
Base Sheet: Elastobase (Sanded top surface for hot -asphalt or torch-applled cap or poly -film surface for torch -applied cap)
Fasteners: SimplexMAXX Cap �asteners
Spacing: 5-inch o-c- at the 2-inch wide side laps and 6-inch o-c- at three (3) equally spaced Staggered center rows,
Underlayment_ Elastoflex G TU or Elastoflax S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NVOO ETC, LLC. Evaluation Report P 1206O-02_094US
Cerr feare n}.wt+sorr 640 SM455 6r" EdMMM (2017) F6C NON-HV HZ fVAt UA LTION FLS35"29
Polygiass Roof Underlayments; I954) 2 33 -1230 Revision 25: 10/1412019
Page 12 of 26
4
nN Ergo I etc.
#42 Maximum Design Pressure = -105.Q nsf:
Deck- APA rated, 7f 16 CAT, 0-428 in., Exposure 1, 0513 sheathing to meet project requirerrlent5 to satisfaction of Authoaty Haring
Jurisdiction.
Base Sheet; Elastabase or Muie-Hide Nall Base (poFy-firm tap SurFHCe)
Fasterers: TRU FAST Versa -Fast Fasteners & Plates with two (z) screws per Plate installed 180' into the holes of the plate, parallel to
the width-dirwh2rl of the sheet
Spacing; 64nch o c- at the 4-inch wide side laps and 6-ilxh o.c. at three (3) equally sparred staggered center rows.
Primer PG100crASTMD41prime rappliedtosire 5SplateS-
Base Ply; (Optional) Polystick MT5 Plus, self-adhered-
Underlayment: Mule -Hide SA-APP Cap Sheet Mule -Hide SA-APP Cap Sheet ;FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Ma), Polystick
TU P or Polystick TLl Plus, self-adhered-
943 Maximum Desdgn
Pressure
Deck'
APA rated, 7/16 CAT, 0.418 in-, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Flaving
Jurisdiction-
Sase Sheet:
Elastobase (sand top surface)
Fasteners:
TRUFA5T Versa -Fast fasteners & Plates with two (2� screws per plate installed 1804 into the holes of the plate, parallel to
the width -direction of the sheet
Spacing:
6-inch o.c. at the 4-inch wide side laps and &inch o-c, at three (3) equally spaced Staggered tenter rows,
Underlayment'
Elastoflex G TU Dr Elastaflex S6 G, applied in full mopping of hot asphalt.
#44 Maximum Desiun
Pressure = -10M asf_
Deck;
APA rated, 7/16 CAT, 0,419 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdictlon-
Base Sheet,
Elas#obase or Polyglass Base
Fasteners,
TRUFAST Versa -Fast Fasteners 8 Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the Sheet
Spacing:
6-inch o-c- at the 4-inch wide side laps and i5-inch o.c- at three (31 equally spaced staggered center rows-
Underlayment: PoWlex G, torch -applied,
#45 Maximum Desilizn
Pressure _= :11Z.5 psf:
Deck;
Min. 19/32-irich plywwd to meet project requirements to satisfaction of Authority Having Jurlsdiction.
Base Sheet;
Elastabase pr Mule -Hide nail Rase (poly -film top surface)
Fasteners:
11 ga- x 1,25-in€h x 3/8-inch head diameter annular ring sharik roofing nails at 1.5/8-inch diameter tin caps
Spacing;
6-in€h D.c at the 4-inch wide side laps and 6-inch o-r. at four (4) equally spaced staggered tenter rows.
Primer:
PG I DO e r ASTM D41 prime r at a I I tin -caps
Base Ply_
Polystick MTS Plus, self -adhered
Underlayment=
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet IFR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#k46 Mpximum Desilzn.Pre5sure
= -120 psf:
Deck:
Min- 15/32-inrh plywood to meet project requirements to satisfaction of Authority Having Jurisdictlon.
Base Sheet,
Elastabase (sanded top surface for hot-aspJhak or torch -applied cap or poly4ilm surface for torch -applied cap)
Fasteners:
OMG #12 Standard Roafgrip or DMG #14 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal Plates
Spa€irlg:
finch o-t- at the 4--inch wide side laps and b-inch o.c, at We {S) equally spaced staggered Center rows.
Underlaymerlt'
ElaStoflex G TU or Elastoflex SIS Gr applied in full mopping of hot asphalt or PohMex G, torch-applled-
#47 Maximum Desien
Pressure = -120 oaf=
Deck-
Min.15/32-inchply"odto meetproject requirementstosatisfaction ofAvthorityHaving Juri�sdietion.
Base Sheet:
Elastobase Isanded top Surface)
Fasteners:
Trufast R12 OP or Trufast 3I14 HD with Trufast r Metal Insulation Plates
Sparing:
&inch o-c- at the 4-inch wide side laps and 6-inch o.c- at Fare (5� equally spaced staggered center rows.
Underlayment,
Eiasteflex G TU or ElastofleK $6 Gr applied in full mopping of hot asphalt-
NEMO ETC, UUL Evaluation Report P120%. .09-R25
[err,��C It 01AvMo+4ultian032455 6' EDITION U017j FBC NON-HVH3 EVALUAT6ON FL5359•k29
PolyRlass Roof Underlayrrnents: (954J 233-12gp Revision 25: 20/14/2019
Page 12 of 16
NEW I etc.
*149 Maximum Design Pressure = -127,5 osf.
Deck- APA rated, 19132 CAT, D,578 in„ Exposure 1, 059 sheathing to meet praje€t reQuirements to satlsfactlon of Authortlty Having
Jurisdiction,
Base Sheet, Elastobase or Mule -Hide Nail Base ipoly-film top surface}
Fasteners: TRUFAST Versa -Fast fasteners & Plates with one t1) screw per plate, in the center hole-
5pacing: 9-inch O,C, at the 4-inch wide side laps and 9-inch o,c. at four 14) equaIlly spaced staggered cer ter rows.
Primer, PG100 OF ASTM D41 primer applied to stress plates.
Base Ply; I Optional) Polystick MTS Plus, Setf-adhered,
Underlayment: Mule -Hide SA•APP Cap Street, Male -Hide SA-APP Cap Sheet (FIR), Polyflex SA Pr Polyflex 5A P FIR, Polystick TU Max, Polystick
7u P or Polystick TU Plus, self -adhered,
449 Maximum Design
Pressure = -127,5 psf:
Deck:
APA rated, 29/32 CAT, 0-578 in., Exposure 1, 0S6 sheathing to meet project requirements to satiSfaGtion of Authority Having
Jurisdictlon.
Base Sheet,
ElastobaseImndtop surfacej
Fasteners;
7RUFAST Versa -Fast Fasteners & Plates with one �1j screw per plate, in the center hole.
Spacing;
9-inch o.c, at the 4-inch wide Side laps and 9-inch 0-c- at four 141 equally 5paCed Staggered center rows,
Underlayment: Elastaflex G TU or ElaStoflex S5 Gr applied in fLdr mopping of hot asphalt-
450 Maximum Design
Pressure = =127.5 osf=
Deck:
APA rated r 19132 CAT, 0-578 i n-, Exporwre 1, OSS cheat hing to meet project reclu i rements to satisfaction of Authority Having
Jurisdiction,
Base Sheet;
Elastobase or Polyglass Base
Fasteners=
TRU FAST Versa -Fast Fasteners & Plates with one �1) screw per plate, in the center hole.
Spacing:
9-inch o C, at the 4-inch vride side laps an¢ 9-inch o,C- at four 14) equally Spaced staggered center rows,
Underlaynvnt;
PoWWx G, torch -applied.
5-6-1-1 All other direct -deck, adhered Polyglass undedayrnent systems beneath foam -on tile systems carry a Maximum Design
Pressure of -45 psf.
5-6-1-2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that
required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A-
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC 1609, In this ease, Zones 2 and 3 shall employ an attachment density designed by a
qualified design professionat to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, FM Loss
Prevention Data Sheet 1-29 and Rpo#ing Application Standard PAS 117. Assemblies marked with an asterisk* carry the
limitations set forth in Seeftn 2.2.10,1 of FM Loss Prevention Data Sheet 1-24 (January 2016) for gone 213 enhancements,
5.7 Ex Q5Ure Limitations;
TABLE 3; ExPOSURE L1WATION5
Underlayment
Elastoflex G TU, HydraGuard dual Pror HydraGuard Tile No, Polystick MTS Plus, Polystick TU
Max, Polystick TU P or Potystlek Tu Plus
Pulystick IR•Xa or Polystick MU-%
Elastobase, Elastobese P, Palyglass G2 Base or Polygia55 Base
Elastoflex S6 G, Elastofiex 56 G fR, Mule-4iide 5A-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet
JFRI, POlyfIex G, Polyflex G FR, Polyflex SA P or PohMex SA P FIR
Maximum Exposure
ISO
90
30
180
(for adhasive•set tile)
UNLIMITED
(for mechanically fastened roof
prepared roof covers}
5,5 Polystick U-X has been found through comparative wsting to have a lesser cmfflcient of friction than ASTI I D226 roofing
felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in
Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance-
"Mo ETC, U.0 fvaluauon Report P12060,02,09•A25
Crrrijkm QlAu n trio. JV32455 6' EDITION 12017) FUC NON-HVHZ EVALUAThDN FL52594129
Po an Roof undad"anh; 1954) M-1230 Re+Jisian 15; 10{idt/2019
Page 13 of 16
ONEMOJeU.
5-9 Re SlippaggLimitations (F I A2ril
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These
slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: T1Lf $11PPAGe Lim ITAr3ON5 FOR Di$E{t-DECK TILE INSTALLATIONS
Underlayment
Elastoflex G TU
Tile Profile
Staging Method
20-tile Slack
maximum slope
7;12
Flat
Lugged
8-tile stack (G over 2)
5;12
Elastoflex Sb G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4,12
HydraGuard Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7.12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4,12
Polyflex SA P or SA P FR
Flat ar Lugged
6-tile stack (4 over 2)
4,12
Polystick NM Plus
Flat
6-tile stack (4 over 2)
5;12
Lugged
6-tile stack (4 over 2)
4,12
Polystick TU Mat
Flat
5-tile stack (b over 2) or 10-tile stack
7 12
Lugged
b-tile stack 4 over 21
7,12
Lugged
10-tile stack
6,12
PolystickTV P
Flat
6-tile stack (4 over 2)
5;12
Lu
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stark (4 over 2)
7,12
Flat or Lugged
10-ti4 suck
6' 12
6. I NSTALIATlON.
6.1 Polyglass Roof Underlayment5 shall be installed in accordance with Polyglass published installation requirements subject to the
Limitations set forth in Section 5 herein and the specifics noted below-
6.2 Re -fasten any loose decking panels, acid check for protruding nail heads, Sweep the sulstrate thoroughly to remove any dust
and debris prior to application, and prime the substrate I;if applicable),
6.3 Elastobase, Elastobase P or Mule -Hide Nail Base;
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II und ertayrn ent to FBC Table 1507-1-1 for
the type of prepared roof covering to be installed and Polyglass published requirements-
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, MUIe-
Hide SA-APP Cap Sheet or SA-APP Carp Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoftex S6 G FR in hot
asphalt or Polyflex G or Polynex G FR, torch applied. Rcaf cover limitations are those are those associated with the top -layer
underlayment, asset forth In Table 1,
6.3-2 Tile Applications:
Elastobase, Elastobase P or Mule -hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply
System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5,6-1 hereon, coupled with FRSWRI April
2012 (04-12) Installation Manual -
MEMO ETC, LLC. Evaluation Report P1ZQ{8.02_Q'}1175
Cerrff We ofRuthW&aWNJUSS 6"EDmomi2017tFB[N13N-KVHZEVALuAnoN FL#2S94t29
PcgWa$6 Rao{ lindMsVfflW ts: (g54) 133-1230 aevislon 25: 1011412019
Page 14 of 16
6A
6.4.1
ONEmojetc.
HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide SSA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P,
Polyflex SA P FR, Polystick Ifs-Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, PoIystickTU P or Polystick TU Plus.
n raI
All sea l-Ja r sums Iselvage laps) must be firmly rolled with a in
accordance with Polyglass requirements to ensure full contact
and adhesion. for HydraGuard Dual Pro and HydraGuard Tile
Pro, align the edge of the top sheet to the end of the glue
pattern (the sheet will overlap the fabric)-
Vii w of oveiap Seam of HydraGuard dual No and Hya, nGjard Tile Pro
6-4-2 Non-Tile_Analications:
Shall be installed in compliance with the codified requirements for ASTIV1 D1970 (except Polystick TU P) underlayment in FBC
Table 1507.1-1 for the type of prepared roof covering to be installed and Polyglass published requirements.
6.4.3 Tide Appilcations fexe;udes HydrgGuord Dual Pro, Polystick 1R_Xe nrrd Pohrstrck MU-X)=
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI April 2012 (04-12) and
Polyglass published requirements -
for mechanically fastened the roofing over 2-pay system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet
fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1,
For adhesive -set the applicatlon5, refer to Section 5.6.1 herein.
6-4-4 Multi -Ply Underlayrrtent Systems:
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Pohystick TU Max,
Polystick TU P or Polystick TU Plus is allowable for use under mechanically attached prepared roof systems. Limits of use are
those associated with the top -layer material- This is not a requirement, but is allowable if a 2-ply underlayment system is
desired-
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is
allowable for use under adhesive -set the systems. Umkts of use are those associated with the trap -layer material. This is not a
requirement, but is allowable if a 2-ply underlayment system is desired.
6S Elastoflex G TU, Etastoflex 56 G or Elastoflex 56 Ga FIR.
6,5.1 ElastofIex G TU, Elastoflex $6 G or Elastotlex S6 G FR shall be installed in compliance with current Polyglass published irista%tion
requirements. For use in the applications:
V Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (A5TM 06380, Class M) in the mingle Ply System"
from FRSA/TRI Aprll 2012 (04-12) beneath mechanically fastened the roof systems or the Hat Asphalt applied "Cap Sheet"
in the "Two Ply System" from FRSA/TRI April 2012 (04.12) beneath mechanically fastened or adhered the roof systems,
Ela"ex S6 G is for use as an alternate to "Mineral Surface Roil Roofing" (ASTM D6380, Class M) in the "single Ply System"
from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet'
in the "Two Ply System" from FRSAfTRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems.
Elastoflex S6 G FIR is for use as an alternate to "Mineral Surface Rolf Roofing' (ASTMI D6380, Class M) in the "Single Ply
SysterrE" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphak applied "Cap
Sheet' in the "Two Ply System" from f RSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems.
NEMQ ETC, LLC, Evaluation Report 11512060,02.09425
Cnr4k=eajAathx1wtftw#32AT55 6"E¢rriON (21)17j r9C NON-HVNZ EVALUATION R5259,929
Polyglass Roof Underlaymems; 054) 233-123id Revision 25: 10114/2019
Page 15 of 16
sNimojetc.
6.5.2 For hot-asphalt-application s.ElastoflexGTU,EIastoflexS6GorElastofIexS6GFRshaIIbefullyasphaIt-appliedtothesubstrates
noted in Table 2- Side laps shall be minimum 3-inch and end -laps minimum 6Anch wide, off -set minimum 3 feet from course
to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt witfi asphalt extending approximately
3/8-inch beyond the lap edge-
6.6 PRsOex G or PoIyflex G FR:
6.6-1 Palyflex G or Palyflex G FR shall be installed in compliance with Current Polyglass published installation requirements. For use
in the applications:
Palyflex G is for use as an alternate to the Heat Applied "Cap Sheet" In the "Two Ply System" from FRSAjTRI April 2412 (44-
12) beneath mechanically fastened or adhered the roof systems (Refer to Table 2 for base sheet options)-
* Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened the roof systems (Refer to Table 2 for base sheet options).
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Table 2, Side laps shall he minimum 3-inch and
end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and
inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge-
6.7 Tile Staging
6-7-1 Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to tfie underlayment- Refer to Table 2
herein, and Palyglass published requirements for the staging.
6.7.2 Battens and/ar Counter-hatten5r as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof
slopes greater than 7.12. Precautions should be taken as needed, Such 8$ the use of battens or nail -boards, to prevent the
sliding and/or damage to the underlayment during the loading process,
7. BUILDING PERMIT REQUIREMENTS:
As required by +he e.;iIding Official or Authority HavitlgJurisdiction in order W properly evaluate the installation of this produtt-
i $. MANUFACTURING PLANTS:
Contact the noted QA agency for information an product locations covered for F.A.C. 61G211-3 QA requirements- Refer to
Section 4 herein for product & production locations having met codified physical properties specifications.
9. QUALITY Ass uRAN CIE ENTtTY:
UL, LLC - QUA9625; (314) 578-3406,- k,chancellor@u5.ul.com
- EN0 OF EVALUATION REPORT -
NEMO ETC. LLC- Evaluation Report 1512060-02-09-R25
Ceruf"[t 01Aurh0euWA;6M 03245S 6° EDMON (20171 FBC NON-HVHZ EVALUATION FLS759-R2.4
Pclygfass Roof underlsymerft: (9SA) Z33-1230 Rewision 25: 10/1412015
Page 16 of 16