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TECHNICAL SERVICES, LLC
EVALUATION REPORT
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REFERENCES
BORAL ROOFING LLC
7575 Irvine Center Drive
Irvine, CA92618
(800)669-8453.
www.boralamerica.com
Lake Wales, FL
Okeechobee, FL
Certificate of Authorization No. 29824
17520 Edinburgh Or
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE a ED1710N (2017)
-SCANNED
BY
SttucieCourbr
PRI Construction Materials Technologies (QUA9110)
Issued February 19, 2019
_ RECEIVED
AUG 14 2019
ST. Lucie County, Permitting
Roofing
Roofing Tiles
1507.3.5, 1507.3.7, 1523.6.6, 1523.6.5.2. 1523.6.5.2.2. 1523.6.5.2.3
Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift
Resistance
Entity Report No. Standard Year
American Test Lab of South Florida Inc (TST3782) RT0201.01-19 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT0130.01-14 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (17ST3782) RT0426.01-14 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT0615.02-11 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT0615.03-11 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (T T378ee2,)) 11�AL'' RT0615.04-11 TAS 112 1995
American Test Lab of South Floridgygo,(J"S CW V V h TAS ASTM 21492 1995
2003(2009)
606 ��1 r� ASTMIC 1492 2003(2009)
American Test Lab of South Florida TPF2P® L1D. TAS 112 1995
�� ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc TAS 112 1995
ASTM C 1492 2003(2009)-
American Test Lab of South Florida Inc (TST3782j30CLM623.04-14 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT0624.04-14 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT0624.05-14 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT1210.02-15 TAS 112 1995
ASTM C 1492 2003(2009)
American Test Lab of South Florida Inc (TST3782) RT1210.03-15 TAS 112 1995
) FILE � Y ASTM C 1492 2003(2009)(
Miami -Dade BCCO CER1592 �46" jj FBC(HVHZ 2017
Miami -Dade BCCO (CER1592) 14-0416.12 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 15-0721.04 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 16-0112.07 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 16-0112.08 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 18-0509.15 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 18-0509.16 FBC (HVHZ) 2017
Miami -Dade BCCO (CER1592) 180509.17 FBC (HVHZ) 2017
BOR18003i1 ? 7FL28328-R1-} )r Page 1 of 12
This evaluation report is provided for State of Florida product approval under. Rule 61G20J. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes tfiroubhoui the duration for which this,report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
aOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
Tile Roof Institute Membership Confirmation TAS 100 1995
TAS 101 1995
TAS 102 & 102(A) 1995
BOR18003.1 FL28328-R1 Page 2 of 12
This. evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality,assurance changes throughout the duration for which this report is valid.
Thts evaluation report does not express nor imply warrahty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
BOR
CREEK AL L G LC
Concreterate Roof Tiles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Bermuda (Okeechobee)
ProfilelDescription: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16" x 10"
Figure 1. Bermuda
Plantation (Okeechobee -
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof the
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
BOR18gD3.1 •
Figure 2. Plantation
FL28328-R1'
Technical Services, LLC of any product changes or quality assurance ct
This evaluation report does not express nor imply warranty, installation,
specifically addressed herein.
3 of 12
tut the duration for which this`report is valid.
use, or other product attributes that are not
CREEKBORAL ROOFING LLC
1 1 Concrete Roof Tiles
MITECHNICAL SERVICES, LLC
Saxony 900 late, Shake and Split Shake (Lake Wales and Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17-"-x-13" x 1-5/32" (Slate) or-9/32" (Shake and Split Shake) " ` : LL -
NAM HOLES
F
NAM HOLr
NAM HOLE
MWERLOCK
Figure 3. Saxony 900 Slate
Figure 4. Saxony 900 Shake
Figure S. Saxony'900 Split Shake
5r31' (Slate)
COVERLOC'K
oz^ (shake)
BOR18003.1 FL28328-Rt ' " Page 4 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which, this Feport is valid.
This evaluation report does not express,nor imply warranty,installation,_ recommended use, or other product attributes that are not
specifically addressed herein.
`CREEK BORAL Concrreete Roof TieOFING s
TECHNICAL SERVICES, LLC
:e
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 1b,'low profile, interlocking, 'cass 111 concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar'set or adhesive `set applications
Dimensions: 16-1/2" x 13' '
Nail Holes �--- ,
Figure 6. Estate
Villa 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1 b, low profile, interlocking, class III concrete roof the 4.
Allowable Applicatii rs: For mechanically fastened (direct deck or batten), mortar set or adhesive set application`s
Dimensions: 17.0" x 13" x 2-1/8'
1"
BOR18003.1 -
This evaluation report is provided for State of Florid
Technical Services, LLC of any product changes or
This evaluation report does not express nor imply %
specifically addressed herein.
Figure 7. Villa 900
FC28328-Rl
installation,
•- ' Paae 5 of 12
)ut the duration for which this report is valid.
use, or other product attributes that are not
CREEK SORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1 a, high profile, interlocking, class III, 'S' shaped concrete
roof file
Allowable Applications _rFor-mechanically fast ened{directdeckrorbatten),- mortar setoradhesivesetapplications
Dimensions: 17" x 13' x 3-5/8" n _
F
Figure S. Barcelona 900
ila
Galena Spanish "S" (Okeechobee)
Profile/D6sicripti6n:, ASTM C 1492,,TAS 112 Type,2a; high.profile;.interlocking, class,lll'S' shaped concrete
roof tile- „
Allowable Applications: For mechanically fastened (direct deck), mortar set or adhesive set applications
Dimensions: 17" x 10" x 2.7"
Fastener
Figure 9. Galena Spanish "S"
FL28328-R1 Page 6 of 12
report is provided for State of Florida product approval under Rule 61 G20,3. The manufacturer shall notify CREEK
zs, LLC of any product changes or quality assurance. changes throughout, the duration for which this tport is valid:
report does,not express nor imply,warrenly, installation, recommended, use, or other product attdbutes;lhat ar¬
essed herein. I I I
f.i
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC _
Ir.
Spanish "S"Nuevo (Lake Wales)
Profile/Description:, ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof file "
Allowable Applications: For mechanically fastened (direcf deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 9-3/4" x 2-27/32"
Fastener Holes
t ,
9-3/4"
Figure 10. Spanish "S" Nuevo
APPLICATION METHOD - •, r.r
Installation sr,
Limited to slopes 3:12 or greater'in the HVHZ; Outside the HVHZ, shall be in accordance
Slope:,
with the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay. Roof
Tile Installation Manual, Fifth Edition Revised or RAS 118, RAS 119;'or RAS 120, as
applicable:
Solid, or`closely'fittei! min. 15/32-inch plywood sFieathing for new and existing.construction
'-Roof Deck:
at max. 24 in. span; In the HVHZ, new construction shall be min.19/32 in. plywood, at max.
24 in. span; Designed by others in accordance with FBC requirements.
Underlayment:
Installed, in accordance with FBC requirements: In the HVHZ, She minimum undedayment
BRAS
-
shall be installed as described in 118, RAS 119,.or RAS 120, as applicable..
BOR1801JM ' FL28328-R1 - _ -- Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20�3. The manufacturer shall notify CREEK
Technical Services; LLC ofany product changes or qualigassurance changes thraughout the duration for which this reportis valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
,CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Data for Attachment.Calculations'for Direct -to,Deck Applications -w
5 ,
NominahWeight (W)and
Aerodynamic
Mulbphers;
Restonng Momerits due to Gravely Mg�(ft Ib
' 0
-.
;Roof Tile
Dimensions (I xvr)
•
- a
A
,
��tDlrectDeck
W (Ibf)
I (ft) 'I
oo
2 w (ft)
Deck
3
'4
5 12"
6 12"-:
>7
IDirect
pPPligtion
.12 i;
_t2"=-
. ,
.
.12
Bermuda
9.7
1,33_
_ 0.833
_ 0.205 _
6.97
6.86
6.71
6.54
6.35
Plantation
11.6
1.375
1.08
0.289
7.79
7.67
7.52
7.32
7.04
Saxony 900
10.9
1.417
1.08
0.315
7.62
7.5
7.34
7.16
6.95
Estate "S"
10.0
1.375
1.08
0.289 .
6.74-
6.64
6.50
6.33
6.14
Villa 900
10.9
1 A2
1.08
615
`t' 7.62
7.50
7.34
7.15
6.95
.,
Barcelona
900
115
1.417
1.08 -
0.301
7.00
6.90
6.76
6.60
6.42
Galena
Spanish "S"
8.5
1.42
0.833
0.235
6.13
6.03
5.89
5.74
5.57
Spanish "S"
Nuevo
8.95
1.417
0.8125
0.233
5.93
5.83
5.70
5.56
5.39
Data, for Attachment• Calculations for Batten Applications„
Nominal;Ww ht` and
9 (W)•
Aerodynamic
Restonn Moments due to Grave
9 Ila(ftlbf)'
Dimensions`(I x,w)
MulUpUers•
s
Direct Deckg
Roof Ttle
A (ft) .
r
W (Ibf)
I (ft)
w (ft)
i. Batten
APPkcation,r
3
4 12 '
° 5 12.
,. 6 12
>7 12 x'
,
Bermuda
9 7�'
' 1 33 "
10.833.,
0 189%
- ¢.53.,
6.43
6.29
6.14
5.97'"
Plantation-
11.6
1.375
1.08
0,267 , -
6.85 1
6761
6.44
6.26
Saxony 900
10.9
,• 1.417 .
1.08'-
0.291 .. ,
6.61
- 6.48
6.31
6.13
Estate."S"
`10:0'
"'1.375
" 1:08
'0.267 '.I '
5.91
5.82 '
` -510
5.56
-5.40
Villa 900
10.9
1.42
1.08
0.291
-
6.56
6.42
6.26
6.08
Barcelona
900
11.5
1.417
1.08
0.286
6.19
6.19
6.06
5.92
5.76
Spanish "S"
Nuevo
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
4.82
OUKIUuua.'I FL28328-R1 Page 8 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Tectinical Services, LLC of any product changes or quality assurance changes throughout the duration for which this'report is valid.
This evaluation report; does not express 'norrimply warranty, .instillation,,remmmended use, or other product attributes that are not
specifically addressed herein. -
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed as a'Moment for Mechanically Fastened Applications'
Tile Fastener
M ,(it Ibf) '
Roof tile'
-
- -
Direct Deck
Direct•Deck
'
Type :
- Count
Size,.°
.Shank
. Clip'
,(min.15/32"
(min.14/32",'
'fattens
"
Plywood)
Plywood)
-- - �-
- Nail -
--2
10d _-
Ring- -
-N/A
- 30.9' -_
--38.1------17.2
Nail
1
10d
Smooth
N/A
7.3
9.8
4.9
or Screw
Nail
2
10d -
'Smooth
N/A
-14.0
18.8
7.4
or Screw
Screw
1
#8
N/A
N/A
-30.8
30.8
., 18.2
Bermuda, -
Screw
2
#8
-N/A
NIA
51.7
51.7
24.4
Plantation
' '
or
Saxony 900
Nail
1
10d
Smooth
-Field
24.3
24.3
24.2
or Screw
-
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d -
Smooth
or Screw
Field
35.5
35.5
34.8
-
Nail
2
10d
Smooth
Eave -
31:9'-
31.9
32.2
or Screw
Nail'
2
10d
Ring.
N/A
50.3
65.5
48.3
Nail"
'` 2"
1od
Ring '
N/A
27.8
37.4
..28.8
-
Nail
1
10d
Smooth
or Screw
N/A
8.8
11.8 -
4.1
• Nail
2
10d
'Smooth w
N/A
16.4
21.9
7.1 -
ot Screw
_
-
Screw
1 .-
98
N/A
N/A
_ .25.8
22.9
_
_25.8
Estate
Villa 900 00
Screw
2
#8
,
N/A
NIA
47.1
_ 47.1 ,
49.1
•
. Nail
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d,:
Smooth
or`screw
.' Eave
19.0= „
18.o
22.1,
Nail
2
10d
Smooth
Feld
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
-31.9
31.9
32.2
or Screw
Estate "S"
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
I Continued on following page
BOR18003.1 - - - FL28328-RI ' ^ Pace 9 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manu
Technical Services, LLC of any product changes or quality assurance changes throughout the duration falation for
This evaluation report does not express nor imply warranty, installation, recommended use, or other prods
specifically addressed herein.
attributes that are not
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed, as a Moment for Mechanically;Fastened Applications,'
5
sh n
Tde Fastener
4
Mr (ft-lbf]
-RoofTlle
Dtrect.Deck
DirectDeck
Type.,
Count
Slze;�
Shank`;
Chp
(min. 15132"
(min.19/32
BaHens
'"plywood)
plywood)
-
Nail_
-2•
10d
-Ring,
N/A
28.6
41.2
19.4
Nail _
1
10d
Smooth
N/A
5.1
6.8
2.8
or; Screw
Nail
2
10d
Smooth
N/A
6.9
9.2
7.3
or Screw
Screw
1
#8
'N/A
WA
20.7
20.7
18.1
Barcelona 900,
Galena or
Screw
2
#8
N/A
N/A
43.2
43.2
29.8
Spanish "S"
Smooth
Nuevo
Nail
1
10d
or Screw
Field
23.1
23.1
19.0:
Nail
1
10d
Smooth
Eave
29.3
29.3
24.0
or.Screw,
Nail
2
10d
Smooth
or Screw
Held
27.6
27.6
38.6
Nail
- 2
10d
Smooth
or Screw
_ Eave
38.1
38.1
41.8
i
„-
Nail'
2
10d
Ring
N/A
33:1
48.1
45.2
nocus: _i ) rvoi Tor oaxony auu,• vma auu or earcelona auu. installation with a 4- ale neadlap and fasteners are located a min. 2-112"
from head of tile. -
2) When using only one fastener, use the hole that is approximately 4-9W away from interlocking edge.
3) Direct Deck applications only.
Attachment Resistance Expressed as a Moment for Adhesive ,or Mortar Set
r
!,RogfTlle
Adhesive
i
PtoduotAppmval;
Paddy ,;
" - Count
Average�Paddy
,Weight (grams)„�
Mr(ftlb
,
Dow -Chemical TILE BONDTM
NOA 16-0222.01
2
13.9
31.3
Bermuda,
Planation and
'Saxony 900 -
ICP Adhesives PoI et AH-160
�
-
NOA 17-0322,03
_
2
8
31.3
1
24
40.4
1
=45
118.9
Saxony 900
DAP Foam Inc.,Touch N' Seal®
Storm Bond*'^ 2 Two -Component'
-NOA 17-0829.12
2
8
59.0
1
'24
45
1
45
93
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
43.9
Dow Chemical TILE BONDn
NOA 16-0222.01
2
11.4
26.1
Estate "S" or -
Villa 900
ICP Adhesives Polyset AH-160
NOA 17-0322.03
-
2
8
26.1
1
24
45.5
1
54
'86.61
Premix Marbletite, Inc. TILE-T1TE
NOA 17-1016.07
N/A
N/A
20.6
Villa 900
DAP Foam Inc. Touch N' SealO
Storm Bond1°' 2 Two -Component
NOA 17-0829.12
2
8
55
1
30
40
1
60
70
BOR16003.1
of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-0. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes. or quality assurance changes throughout the duration for which this, report is valid.
This evaluation report dyes not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein: - '
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed as a,Momentfor°Adhesive orMortar'Set.
Roof Tile
Adhesive
Product Approvalr
Paddy
Average Paddy
Mr (ft-Ibf)
•
Count`
Weight (
(grams)
Dow Chemical TILE, BOND
NOA.1670222.01
2
10.7 -••
29.3
Barcelona 900,
2
8
29.3
Galena Spanish
S" or Spanish
ICP Adhesives Polyset AH-160
NOA 17-0322.03 `'
- —
"' 1
24"
-
38.7 -
1
---
63
66.5
°S°Nuevo
° ` '
Premix Marbletite, Inc. TILE-TITE
"NOA 17-1016.07
N/A
N/A
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
NOA 17 0629.12
1
30
; , 63
Stone Bond 2 Two -Component
1
60
82
..,.��. I/.Uc ILailmoum VI apryvu,wayymvm Iul nrswnauon regmremencs.
LABELING-
1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows.
Manufactured in Lake Wales, FL
Manufactured in Okeechobee, FL
OR
E N T E R A
BOR18003.1 • - - FL28328-R1 - - Page 1.1 of 12
This evaluation report is provided for State of Florida. product approval under. Rule, 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whicti this report -is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK BORAL ROOFING LLC
TECHNICAL SERVICES, LLC Concrete Roof Tiles
LIMITATIONS
1) Fire.Classification is not within the'scope of this evaluations
2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSAITRI-Florida High Wind
Concrete_and-Clay-Roof—Tile-Installation-Manual; Fifth Edition -Revised -and -the -manufacturer's: published —
application instructions.. Installations in the HVHZ shall comply with RAS 118, RAS119 and RAS 120.
'3) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
4) All product listed in this shall tested quarterly in accordance with TAS 112 Appendix A:,,
5) - Installation of the evaluated -products shall be limited to projects in areas subjected to weathering'indices of
50 or greater as illustrated in ASTM C 1492-03, figure 1 (see below). _
50 50
WEATX ERING REGION
_ONEGLIGIBLE WEATHERING
MODERATE WEATHERING
. SEVERE WEATHERING ,� ! - . A
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest: P.:E.,have,demonstrated compliance with the Florida Building
Code, 6° Edition (2017) as evidenced in the referenced documents. submitted by the named manufacturer.
.......E�,sF . 2019.02.1
No 7402, - = / ----9 10:10:22
9• STATE OF ,'•�i,
'O�F �.......... O R 1 p
E % %
CERTIFICATION OF INDEPENDENCE
-05,001
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No: ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
e
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation. -"
Zachary R. Priest, P.E. does not have, nor Will acquire, a financial interest in any company manufacturing or,distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
specifically
12 of 12
r Rule 61G20-3. The manufacturer shall notify CREEK
as throughout the duration for which this report is valid:
immended use, or other product attributes that are not
I'C CEIVED
AUG '1 2019 MEMO I etc.
C--frcate of Authorization #32455
SGARM sT. Lucie County, Permitting3 3 Christian Street, Unit #13
By Oxford, CT 06478
S4.1 udeCiro tv (203) 262-9245
ENGINEER EVALUATE TEST ;CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation -Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 24: 01/24/2018
SCOPE: _
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing,the use of
construction materials in the State of Florida..The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have -been evaluated for compliance with the 6`s Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the.production facility location(s). NEMOletc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle. '
ADVERTISEMENT: -The' Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in
advertising liter'ature. If any portion of the., Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer o_r its
distributors and Shall be available for inspection at the job site at the request of the Building Official.
This Evaluation, Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
FOR - r.
COL)E''COMPLI N
The �tIIL�B�p a i ' ed.y Robert Nieminen,
P.E. on 01/7 �n�n-�his a an electronically
'signed docOMl'tN9 ..'
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. does'not have, nor does it intend to"acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMOIetc. is not owned, operated or controlled by any company manufacturing, or distributing products it evaluates..
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product. ' " '
S. This is a building code evaluation. Neither NEW Ietc. nor Robert Nieminen,'P.E. are, in anyway, the Designer of Record for any
project on which this Evaluation Report, or previous verslons thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
51LE Cop,(
NNEM'Jetc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
—_____Product Category- Roofing --
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with the following Standards.
_Compliance.ls subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS: `
- Section ' Pro a Standard Year
1504.3.1 ' ' ` Wind Uplift FM 4474 2011 -
1504.3.1 Wind Uplift UL1897 2012
2507.2.3 / 1507.1.1 Physical Properties ASTM D226. 2009
1507.2.4 /1507.1.-1,1507.2.9.2 PhysicalPropertie's ASTM D1970 - 2015
1507.3.3. , I ,• , Physical Properties ' -• ^:'FRSA/TR( April 2012 ' '• 2012
1507.11.2,,, - Physical Properties - ,r ASTM D6164' 2011'
1507.11.2 .Physical Properties - ASTM D6222 ,, 2011-
TAS110 "' Accelerated Weathering ASTM 64798 2011
3. REFERENCES:
En ity Examination Reference Date
FM Approvals (TST 1867), i' -Wind Uplift 3004091 •I - - "61/12/2000
PRI (TST 5878) Physical Properties PRIO1112 - _ 04/08/2002 '
PRI (TST 58781 - Physical Properties PUSA-005-02-01 - %01/31/2002
Pki(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI (TST 5878) Physical Properties PUSA'013=02-02 ' 12/23/200'2
PRI (TST.5878)t Physical.Properties PUSA-013-02-03' . ' • 42/23/2002 '
PRI (TST 5878) Physical Properties PUSA-018-02701 - 07/14/2003.-.
PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 _
PRI (TST 5878) ' 'Physical Properties PUSA033-02-01' 01/12(2006
PRI (TST 5878) • Physical Properties PUSA-035-02-01• ' 09/29/2606'
PRI (TST 5878) .�. Physical Properties PUSA-055-02-02 .. 12/10/2007. '
PRI (TST 5878) Physical Properties PUSA-061-02-02L.;, ,�;t - 01/28/2008, t
PRI (TST 5878) Physical Properties 'PUSA-076-02-01 02/22/2008
PRI (TST 5878) Physical Properties PUSA-083-02-01 .04/14/2008
PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI (TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD (TST 6049) = Physical Properties 11752.09.99-1 02/08/2000
ERD (TST 6049) _ 7 - 'Wind Uplift 11757.08.01-1 08/13/2001
ERD (TST 6049) 'O' Wind Uplift 11776.06.02 01/16/2003
ERD (TST6049) i Physical Properties 02200.07.031' , _07/14/2003
ERD (TST 6049) - Wind Uplift P1740.01.07 01/04/2007
ERD (TST 6049) Physical Properties P5110.04.07-1 04/1142007
ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD (TST 6049) Physical Properties ' P13450.08 �09 08/13/2009_
ERD (TST 6049) Wind Uplift P30540.11.09-R1 il/30/2009
ERD (TST 6049) .i Physical Properties"' P13030.11.09-1 11/30/2009
ERD (TSr,6049) Wind Uplift " ,• P11030.11.09-2 • 11/30/2009
ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD (TST 6049) Physical Properties P33370.04.11 04/46/2011
ERD (TST 6049) Physical Properties P37300.10.11 ,10/19/2011
NEMO ETC, I.I.C. Evaluation Report 'P12060.02.09-R24
Certificate ofAuthorization 432455 6o' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
Enti
Examination
ERD(TST 6049)
• Physical,Properties
ERD•(TST 6049)
Physical Properties
ERD (TST 6049)
Physical Properties
ERD (TST-6049)
Wind Uplift `
ERD (TST 6049)
Physical Properties
ERD (TST 6049) . -
Wind Uplift
ERD (TST 6049)
ERD (TST 6049)
ERD(TST6049) `
ERD (TST 6049)
ERD (TST 6049)
ERD(TST6049).,. ..
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049) _ _...
..' ERD.(TST 6049)
,.ERD (TST 6049)
ERD (TST .6049):,, ,
ERD (TST 6049)
ERD (TST 6049) -
ERD (TST 6049)
ERD (TST 6049) r
ERD (TST 6049),
EI,D (TST 6049) `
ERD (TST 6049)
ERD (TST 6049) --
ERD (TST,6049) w .
ERD (iSf 6049)
]CC-ES(EVL 2396)
•Miami -Dade (CER 1592)
Polyglass USA'
Polyglass USA-
Polyglass USA ,
UL, U.C. (QUA9625)
4. PRODUCT DESCRIPTION:
Wind Uplift ,
Wind Uplift
" Wind Uplift -
'' Wind Uplift'
Physical Properties
Physical Properties,
Physical Properties
Physical Properties
Physical Properties
_- Physical Properties
'• Physical Properties
Physical Properties
-Physical Properties.'
Physical Properties • ,
Physical,Properties ;
Physical Properties
Physical Properties
Wind Uplift'= 'I
Physical Properties '
Wind Uplift . I
- _ Physical Properties
Physical Properties,
Physical Properties
IBC Compliance
HVHZ Compliance
` Manufacturing Affidavit'
-P/VAffidavit. -
' j Materials Affidavit,
Quality Control
Reference '
P40390.08.12-1
P40390.08.12-2
_ C41420.09.12-3
P39680103.13
'P4537o.04.13
P1738.02.07-R2
„ 11757.04.01-1-R1.
P41630.08.13
P11751'.05.03-111 -
P11781.11.03-R1 '
P45270.05.14
6020;07.14-1.; ,
6020.09.14-2
_ 6020.09.14-3-
6020.09.144
- -6020.09.14-5-
6020:09114-6 '
' P46520.10.14
P43290.10:14,, + '
... :+ PLYG-SC7550.03.15-f'
• P40390.04.15 s . + ,
P44360.10.14-R1 _
'' PLYG-SC8080.05.15-1
PLY6-SC8905.06.16-1 "
PLYG-SC8080.07.16 '
PLYG-SC12025:10.16
PLYG-SC13040.12.16"
PLYG-SC 11900.03:17 .
PLYG-SC12115.08.17,
ESR-1697
NOA 14-0717.6S _
Products'Current
Mule -Hide Cross Ltd
-
Polystick SA'Compound
Service Confirmation
4.1.1 Elastabase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass GZ Base is a fiberglass -reinforced, asphaltic,base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
ONEMOjetc.
Date
08/06/2012
08/07/2012
09/11/2012
03/04/2013
04/26/2023
'04/29/2013
04/30/2013
08/06/2013
_ 11/26/2013
11/26/2013
05/12/2014 "
09/08/2014
09/08/2014
- 09/08/2014 _..
.09/08/2014
09/08/2014 --
09/08/2014
10/03/2614
'10/17/2014
03/24/2015
04/03/2015
05/18/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2616
12/27/2016
03/10/2017
08/08/2017
11/01/2014
O1/22/2015
62/18/2009
03/01/2008
08/18/2011
'Exp. 1D/DS/2018
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized.asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, L-C. Evaluation Report P32060.02.09-R24
Certijmte o%Authonzotion H32455 61eEDITION(2017)FBCNON-HVHZEVAL6ATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
NNEMOletc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 196 g/mz polyester_
fabric surface; meets ASTIVI D1570 and1FRSA%TRI7CpnI2012. -"
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are, polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012:1 , .
4.2.7 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile ProTM is a nominal 60-mi1 thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester.fabric surface; meets ASTM D1970 and'.FRSA/TRI April 2012. ,.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized- asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film'surface; meets AC388 and physical requirements of ASTM D1970 (See Section
4.3 Mechanically Fastened and/or Bonded Underlaymentsr ; 'I
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile, underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for:use as an
,alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class.M) in the `Single Ply System' from,FRSA/TRI'April
2012 (04-12) beneath mechanically fastened tile roof systems -or Hot Asphalt applied "Cap Sheet' in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanicallyfa'stened or adhered tile roof systems.;
4.3.2 ' Elastoflex S6 G and Elastoflex S6 G,FR are polyester reinforced, SBS; modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR ere for use as an alternate to "Mineral Surface Roll Roofing",_(ASTM,D6380,
Class M) in the "Single Ply System" from FRSA/TRl April 2012.(04-12) beneath mechanically fastened tile,roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied>'Cap,Sheet" in the "Two Ply System" from. FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered the roof systems. Elastoflex S6 G FR is -for use as an
alternate to Hot Asphalt'applied "Cap Sheet' in the "Two Ply System"from FRSA/TRI April 2012 (04-12)'beneath
mechanically fastened tile roof systems.'
4.3.3 -Polyflex G and Polyflex G FR.are polyester reinforced, APP, modified bitumen cap sheets; :meet,ASTM-D6222.
Polyflex G is for use as an alternate to Heat Applied "CapSheet" in the "Two Ply System" from FRSA/TRI,April,2012
(04-12) beneath mechanically fastened•or adhered tile roof systems. Polyflex G FR is for use as an alternate to,Heat
;Applied ."Cap Sheet' in the "Two -Ply, System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
..roof systems. ,
S. LIMITATIONS:
�5.1 This is a building code evaluation. -Neither NEMOIetc: nor Robert Nieminen, P.E. are, in._any way,;the Designer of
Record for any project on which this Evaluation. Report, or previous versions thereof,lis/was used for' *"permitting or
design guidance unless retained specifically 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. , . , . , _.... . ,
5.4 Polyglass Roof Underlayments maybe used with any prepared roof cover where the peoducf is_ %pecifically referenced
within- FBC approval documents. --If not listed, a requestmay be -made to the Authority Having -Jurisdiction for
approval based oh this evaluation combined with supporting data for t(ie prepared roof covering'.'
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Ce�,e 0fAuthamuVo"s3Z455 hie EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments: (954) 233-1230 Revision 24: 01/24/2018
. , Page 4 of 14
NNEMOjetc.
5.5 Allowable Roof Covers:
• TABLE 1: ROOF COVER OPTIONS -
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On Tile
i
Metal
Wood Shakes
&Shingles
Slate
EIaSIDbdse
Yes
(Base sheet esystem)
n2-ply
e
(Base Sheet n t-ply system)
Yes
- Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes .
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-pry system)
.I Yes
(Base Sheet in 2-plysystem)
No
No% -
No
Polyglass APP Base
No
Yes
(Base Sheet In 2-ply system)
Yes -
(Base Sheet in 2-ply system)
No
No ,
No
Polystick MTS or MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
.Yes
Yes
PolystickTUP
No
Yes
Yes (See 5,5.1)
No
No
No
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
- Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No-
'No
Polystick Dual Pro
Yes
No., ,
No _
- Yes
,. , Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
I No
Yes
Yes
Yes
Elastoflez 56 G "'
Yes
_ Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastofex S6 G FR
Yes
Yes "
- No -
No
Yes
Yes
Elastoflez G TU
Yes
Yes
Yes (See 55.1)
No-
Yes `
Yes
PolyflexG
Yes
Yes
Yes (See 5.5.1)
No-
-Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
, Yes (See 5.5.1) .
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
. f ,.
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations..,
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONSI
Adhesive
Florida Product
Underlayments
Approval
`
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
DowTileBond'"
FL22525
Polystick TU P, Polystick TU Plus, P,olyflex SAP or The Pro
Polystick TU P, Polystick TU Plus; PolystickTU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyfex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
P61ystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
•Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
2. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, U.C. - Evaluation Report P12060.02.09-R24
Certificate ofAuthorizotion k32455 e' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
.
ONEMOletc.
5.6 AllowableSubstrates,
5.6.1 Direct -Bond to Deck:
Polystick_(all-variations), Dual -Pro Tile -Pro Polyflex-SAP-or SAP-FR,-Mule-Hide SA-APP Cap -Sheet orSA-APP Cap Sheet
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated' plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41' primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 Primed structural concrete:
Polyflex G or Polyflex G FR torch -applied to: -
➢ ASTM D41 primed structural concrete. ,
5.6.2 Bond -to -Insulation: '
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or-SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; .Dens Deck
-DuraGuard; Dens Deck Prime; orSECl1ROCK Gypsum -Fiber Roof Board.
Elastoflex G TU; Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflez G or Polyflex G FR torch -applied to:
➢ ASTM, D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
•For installation under mechanically attached`prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualifieddesign professional and installed based on testing of
the insulation/uriderlayment system in accordance with FBC Section 1504.3.1.
5.6.3' Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA=APP Cap Sheet, or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or II felt, Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or' Elastoflex 56 G FR in hot asphalt to:
➢ ASTM D226, Type'I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex'G or Polyflex G ,FR torch -applied to:'
➢` Elastobase; Elastobase P, Mule -Hide Nail Base, PolyglassG2 Base or Polyglass APP Base.
For installationsunder mechanically attached prepared roof coverings, base layer shall be attached.per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NENIO ETC, LLC. - . Evaluation Report P12060.02.09-R24
Certi}imte ofAuthomavon N32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
• _-ONEMOletc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-Oh'Tile Applications: FRSA%TRI April 2012 (04;12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile`systems, where the`underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are, used in foam-onthe 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. Design Pressure =-90.psf: - ,
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None ) - - - I ,
Base Ply: ,(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P,-Polystick TU Plus, Polystick TU Max; Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered. _
#2 Maximum Design Pressure =-97.5 osf: -
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
- Primer: PG100,or ASTM D41 - .. . I I I '
Base Ply:. - (Optional),Polystick MTS ar Polystick MTS PLUS, self -adhered. r
Underlayment_ Polystick.TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyfex SAP FR, Mule -Hide SA-APPCap Sheet and
Mule -Hide SA-APP Cap Sheet(FR), self -adhered and back -nailed within the selvedge -edge side,laps'using 12 ga. x
1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. '
#3 Maximum Design Pressure = -105 psf:
Deck: Min.,15/32-inch plywood to. meet project requirements tosatisfaction of Authority Having Jurisdiction.
Primer: WB-3000 a -
Base Ply: (Optional) Polystick MTS or Polystick: MTS PLUS, self -adhered.
Underlayment: Polystick TUP; Polystick.TU Plus, Polystick-TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back-nailed.within the selvedge -edge side laps using 12 ga. x
1Y.", ringshank nails through.32 ga., 1-5/8" diametertin capsspaced 12-inch'o.c.'• I
#4 'Maximum Design Pressure=-135osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. .. +.i
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. ti
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#5 Maximum Design Pressure =-315psf:
Deck: Structural concrete to meet project requirementsto satisfaction -of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41 - .
Base Ply: - (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. - •
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP,,Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. �. • _ _
#6 Maximum Design Pressure=-622.5 osf: - '
Deck: Structural concrete to meet project requirements to satisfaction of Authority.Having Jurisdiction. - -
Primer: PG100 or ASTM 1)41;
Underlayment: Elastoflex G TU or Elastoflex S6 G; applied in full mopping of hot asphalt or PolyflexG, torch -applied.
#7 Maximum Design Pressure=-30.0psf': '
Deck: Min. 15/32-inch OSBto'meet project requirementsto satisfaction -of Authority Havinglurisdiction.
Base Sheet: Elastobase or Mule -Hide Nall Base (poly=film top surface) "
Fasteners: 11 ga. x 1.25-Inch longx 1-inch head diameter round metal cap'nails'`'
Spacing: 6-inch o.c, at the 3-inch wide side laps and 6-inch ox: at two (2)'equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, I.I.C. Evaluation. Report P1206o.02.09-R24
Certifimte of Authorizotion#32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION' FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 7 of 14
E O ON M l etc.
#8Maximum Design Pressure =-37.5 osf•:
Deck: Min. 15/M-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface), -
���' Fasteners: - -11 ga. z-1.25-inch long x-l-inch head diameter round metal -cap nails — -
Spacing: 6-Inch o.c. at the 3-inch wide sidelaps and 6-inch o.c. at two.(2) equally spaced staggered center rows.
-Base -Ply: - ' '(optional) Polystick MTS or Polystick NITS PLUS, self -adhered. 1
- Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
' Mule-HideSA-APP Cap Sheet (FR),self-adhered.'
#9 Maximum Design Pressure = -37 5 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 ll felt- `
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-Inch o.c. at the 3-inch wideside laps and 12-in6h o:c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pressure = -45 osf : I' ' ' . .
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1). layer ASTM D226, Type II felt I'
Fasteners: 11 ga, x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: flinch o.c. at the 2-inch wide side laps and flinch o.c. at two (2) equally spaced staggered center rows.
Base Ply: - (Optional; for use with self -adhering underlayment only) PolystickMTSor Polyst(ck'MTS PLUS, self -adhered.
-.Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, PolyflexSAP,'PolyflexSAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure =-45 osf':
.Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt '
Fasteners: 11 ga. x 1.25-Inch long x 3/8-inch head diameteF annular ring shank roofing nails at 1-5/8-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 spacedstaggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR,' Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU;or.Elastoflex S6 G, applied in full mopping of hot
asphalt.-
#12 Maximum Design Pressure =-45 osf: ,
Deck: Min.15/32-Inch plywoodto meet project requirements tosatisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface forhot-asphalt or torch -applied capbr poly -film surface for torch=applied cap)
Fasteners: • Simplex MAXX Cap Fasteners - . • - . - ..,
Spacing: 9-Inch o.c. at the 2-inch wide side laps and,18-inch oxi at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure =-52 5 osf: .,
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -'film "surface fortoich-applied cap)
Fasteners:Simplex MAXX Lap Fasteners. ..
Spacing: 9-Inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt o_r.PolyFl_ ex G; torch -applied. _
#14 Maximum Design Pressure =-52.5osf: - .-
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:, Elastobase or Mule -Hide Nail Base (poly -film top surface) '
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU.Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule-HideSA-APP Cap Sheet (FR), self -adhered. ,
NEMO ETC, LLC. Evaluation Report P12060.02.09-1124
Certfcate OfAuthoriration#32455 ErnEDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-3230 Revision 24:01/24/2018
.. , Page 8 of 14
NNEMOletc.
#15 Maximum Design Pressure=-52.5osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: •Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
. Fasteners: Simplex Original Cap Nails I . I ' '
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: ElastoflexG TU or Elastoflex S6 G, applied in full mopping of hot asphalt nor Polyflex G, torch -applied.
#16 Maximum Design Pressure -60 osf: -
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap 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 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6U; applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure =-60 osf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction cf,Authority Having Jurisdiction.
Base Sheeti' Elastobase(sanded top surface for hot -asphalt or torchapplied cap or.poly-fllm,surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom M' etal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2)'equally spaced staggered center rows.
Underlayment:, Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure =-67.5 osf: -
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long is 3/84nch head diameter annular ring shank roofing nails at 1-5/8. inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c, at four(4) equally spaced staggeredcenter rows.
Underlayment: Elastoflex G•TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure = -75 osf:
Deck: ' Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14. HD with OMG• 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AcciiTrac)„Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side Zaps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
..applied.' ....
#20 Maximum Design Pressure = -90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements tosatisfaction, of Authority Having Jurisdiction.
Base Sheet: ., Elastobase (sanded top 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-inch wide side laps and 6-inch o.c. at two (2)�equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mapping of hot asphalt or Polyflex G, torch -applied..
#21 Maximum Design Pressure =-90 osf: . • - -
Deck:-Min.15/32-inch plywoodto meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch=applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round, Metal Plates or OMG Flat Bottom Metal
Plates -
Spacing: 6-inch o.c. at the flinch wide side laps and 64nch o.c, at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure=-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c, at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certiptote of Authorization A32455 6m EMON (20171 FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 9 of 14
ONEMOletc.
#23 Maximum Design Pressure=-90Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of -Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP. Base (requires use of torch -applied underlayment)
- -Fasteners:., - Dekfast #14 with Dekfast-Hex-plates,-OMG,#14 HDwithOMG 3" Galvalume Steel Plates, OMG Roofgrip 1i14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch •Insulation Plates or Simplex MAXX Cap
Fasteners -
Spacing:., , ,9-inch o.c. at the 4-inch wide 1. side baps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex_ S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied. '
#24 Maximum Design Pressure =-97.5 osf:.,;
Deck: Min. 19 I / plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base32-inch Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) n�
Fasteners: ,11 ga. x 1.257inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c, at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. - - " -
Underlayment: Polystick TUT,'Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FH, Mule -Hide SA;APP Cap Sheet and
INule-Hide SA -ARP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure=-105 osf: - o, ,
Deck: - Min.15/32-inch plywood to meetproject requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners -` - -
Spacing: ni 6=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 3 TU'or-Elastdflez S6 G, applied in full mopping of hot asphalt or Polyflex G,;torch-applied.
#26 Maximurii Design Pressure =-112.5 osf
.Deck: , Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
• Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) ,
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank.roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c. at the 4-Inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer. PG100 or ASTM D41 primer at,all tin, -caps,
Base Ply: Polystick MTS or'Polystick MTS PLUS; self -adhered'
Underlayment: PolystickTU P, Polystick TU Plus,Polystick TU'Max, P.olyllex SAP, Polyl`16SAP FR, Mule -Hide SA-APP Cap Sheet and
- �NAule-HideSA-APPCaOSheet(FR),self-adhered. "
#27 Maximum Design Pressure=-120 osf:
' Deck:"" • Min.15/32=inch plywood to meet project requirements to satisfactionof Authority Having Jurisdiction.
'} Base Sheet:' Elastobase (sanded top surface for hot-asphali or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates ,. - ;' . ' I-- _. '
Spacing: 6-inch o.c: at the 4-inch wide side laps and 64rich o.c. at five (5) equally spaced staggered center rows:
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mapping ofhot'asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure = -120 nsf. ' I '
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base'Sheet: • Elastobase (sanded top surface) • -
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulaticin.Plates - '
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-Inch o.c. at five (5) equally spaced'staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt '
5.6.4.1 All other direct -deck; adhered Polyglass'underlayment systems beneath foam -on the systems carry a Maximum
Design Pressure of -4; psf.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Certificate c Authonzaaoa a32455 6 " EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
I Page 10 of 14
ONEMOletc.
5.6.4.2 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 3A.
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 case, 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 WDS, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117:. 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
„ r .2016) for Zone 2/3 enhancements. .
5.7 Exposure Limitations: •• -
i Elastobase, Elastobase'P, Polyglass G2 Base or Polyglass APP Base shall; not be left exposed for longer than 30-days
-Rafter. installation.
-Polystick IR-Xe or Polystick MU-X shall not belleft exposed for longer than 90-days after installation:
Polystick MTS, MTS PLUS, TU P, TU Plu's, TU'Max, Dual Pro'; Tile Pro or Elastoflex G'TU shall not be"left exposed for
longer than 180-days after installation.
Polyflex:SAP:or.SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap`Sheet (FR)'doe's not have an exposure
limitation;.unless!the prepared roof covering is to,be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex 56 G or Elastoflex 56 G FR or Polyflex G or, Polyflex G FR does not have an exposure limitation, uhless the
prepared roof covering is'to'be adhesive -set the (Elastoflex 56 G or Polyflex G only); in'which case the maximum
exposure is 180 days.
'5.8 PolystickMU-X has been found through comparative testing to have a lesser coefficient oi.frictiori than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement'betweeh purchaser and seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.... _
5.9 Tile'SlippaRe'Limitations (FRSA/TRI April2012 (04-12)): `
When loading roof tiles on the underlayment indirect -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: TILE SLIPPAGE LIMITATIONS FOR DIRECF_DECK TILE INSTALLATIONS `
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
' ' 8-tile stack (6 over 2)
• 6:12
Elastoflex S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)'
4:12
Polystick MTS or MTS PLUS
Flat
• ' 6-tile stack (4 over 2)
� -5:12
Lugged
6-tile stack (4 over 2)4:12
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2) -
7:12
Polystick TU Max
Flat
r6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
- - Lugged -
6-tile stack (4 over 2)
4:12
Polystick i.- : , Plus s I., -
Flat or Lugged
6-tile stack (4 over 2)
7:12
•Flat or Lugged
10-tile stack
- 6:12
Polyflex G or G FR
Flat or Lugged'
6-tile stack (4 over 2),
4:12
. PolyRex SA P,or SAPFR
'Flat or Lugged
6-tile stack(4'over 2) -
4:12
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
eertijrrote oJAuthorization#32455 6'"EDITI6N(20171 FBC NON-WHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 11 of 14
ONEMOletc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordancewith Polyglass published installation requirements
subject to the Limitations set forth inSection 5_hereinand.thespecifics-noted below. = -- — -- — - -
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate'(if applicable). "
63 Elastobase, Elastobase P orMule-Hide Nail Base:,
6.3.1 Non-TileAoolications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underiayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase.P or. Mule -Hide, NailLBase maybe covered with a layer of;Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex.G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top-layerunderlayment, as set forth in Table 1. a
6.3.2 Tile Applications, �a
Elastobase, Elastobase P or Mule-Hide.Nail Base are limited to use as mechanically attached base sheet in the 'Two
Ply System" from FRSA/TRI April 2012 (04-12)..Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P,SU Plus, TU Max„Dual Pro, Tile Pro;ar MU-X or Polyflex SAP, Polyflex SAP FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR):
0.4.i at uu inscdneu in compuance wanme cocunea requirements ror A5IM D1970 (except,POlystick TU,P). underiayment
in FBC Tattler 1507.1.1,for the type of prepared roof covering to be installed. _
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers- ,
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. Nails shall tie corroslon resistant, 11 gauge ring -shank type with a minimum 1-inch
diameter metal disk or Simplex -type metal cap nail,`at a minimum rate of 12"_o:c._ Polystick TU Plusshould be back -
nailed using the above noted Jasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to coverthe area being back -nailed.
All seal -lap seams (selvage laps),must be
�? .
firmly rolled with a minimum 28 lb. hand � ti +��
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of_';o
the top sheet to the end of the glue, pattern
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium-Mad_Ified
Wet/Dry Cement or Polyglass P6500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and,Tile Pro may not be used in any exposed.application such as crickets, exposed valleys,
or exposed roof to wall details -
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-1124
Certificate OfAuthonzation #32455 6"' EDITION (20171 FBC NON-HVHZ EVALUATION FLS269-R28
Polyglass Roof Underlayments: (954) 233-1230 Revision 24: 01/24/2018
Page 12 of 14
6.4.3
6.4.4
C' "'
0,.Nwojetc.
Repair of Polystick membranes is tobe accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair,'followed by'a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates., ,Polyglass requires a
minimum'of 40-lb weighted -'roller or, on steep slopes, use of a stiff broom with -approximately 40-Ibs of -load applied
for thefieldmembrane. Hand rollers aFe acceptable forrolling ofpatches, lap-s(T-din. 281b roller) or small, areas of the
roof that are not accessible to a large roller' or broom.
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline. "
For mechanically fastened tile roofing over 2-ply 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. 1 , 1. .. :.
For adhesive -set tile applications, refer to Section 5.6.4.herein.
Two (2) Ply Underiavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP -is allowable for use under mechanicalli attached prepared'iocif systems. Limits of use are those associated'with
the top -layer material. This is not 'a'requirerrent; but is allowable if a 2-ply underiayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus,-TU Max, Tile Pro or Polyflex SAP is allowable'for use
under foam -on tile 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"' - . .
6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G.FR: -
6.5.1 Elastoflex G TU„Elastoflex S6 G or Elastoflex S6 G FIR -shaft be installed in compliance with current Polyglass published
installation requirements. For use in tile applications; ,
✓ Elastoflex G TU-is for use as an'alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex 56G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied ',Cap Sheet" in the"Two Ply System"from FRSA%TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
• Elastoflex S6 G OR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be 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 adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G 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 or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ 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 tile roof systems (Base Sheet Limited per 5.6.3).
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24
Cert*cnte OfAuthonzavon #32455 fit" EDfrION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 13 of 14
NNEMOjetc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be
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 Staeine:
6.7.1 Tile'sh'all be loaded'anid staged in a manner -that prevents file slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published'requirerrients for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile 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 as the use of battens or sail-
boards, to prevent tile sliding and%or damage to the underlayment during the loading' process. `
6JJ Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. BUILDING PERMIT REQUIREMENTS: - . • • - - " ' -
As required by the Building Official or Authority Having Jurisdid'!on in order to properly evaluate the installation' of this product.
B. MANUFACTURING PLANTS: 4"
;Contact the noted CIA agency for information-_on,product locations,covered for F.A.C. 61620-3 CA requirements.;tThe following
plants have qualified products under,their respect ive.physical;properties specifications. ,
Plant _ ;t,
Specification- '. , ,
.Products
Fernley, NV, Hazleton, PA & Winter Haven, FL
• ASTM'D1970 - ..
Polystick MU-X ' •�'
Hazleton, PA
M-D 13-0004 , i, -
,Elastoflex G TU
Hazieton, PA & Winter Havenjl_ - _
,r ! .� ' ' • •
.ASTM D1970-"--'..Polystick
lR-Xe, - --- - -
ASTM D1970.& FRSA/TRI April 2012 � •..P.olystick
TU Plus—
ASTM D1970 &'FRSA/TRI April 2012
Polystick TU Max n01• '
Tuscaloosa, AL
ASTM D4601, Type 11
Polyglass G2'Base
. .. - t`. ;.•!
•
Winter Haven, FL
' •
ASTM D226 (physicals)
' Elastobase, Elastobase P�
ASTM,D6509 . r. is
Polyglass APP Base' ' ^-
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
FRSA/TRI April 2012
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P,FR
ASTM D1970
Polystick Dual Pro .
ASTM D1970 & FRSA/TRI April 2012'
Pol ystick Tile Pro
"ASTM D6161V - ' •
Elastoflez S6, Elastoflex S6 6 FR
ASTM D6222
PolyBex G, PolyRez G FR
9. QUALITY ASSURANCE ENTRY:. : � . • I -
,I UL;"LLC-4uA962j; (314) 578-3406; k.chancellor@us.ul.coni '
- END OF EVALUATION REPORT -
NEMO ETC, LLC. '
Cerefl,Wte of,Authoraotion#32455 6'"EDITION (20171 FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (954) 233-1230
Evaluation Report P12060.02.09-R24
' FL5259-1128
Revision 24:01/24/2018
Page 14 of 14