HomeMy WebLinkAboutEVALUATION REPORTa.
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
BORAL ROOFING LLC
7575 Irvine Center Drive
Irvine, CA92618
(800)669-8453
www.boralamerira.com
Lake Wales, FL
Okeechobee, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE 6' EDITION
PRI Construction Materials Technologies (QUA9110)
Issued October 15, 2018
SCANIVgo
BY
St, Luce County
Category:
Roofing
Subcategory:
Roofing Tiles
Code Sections:
1507.3.5, 1507.3.7, 1523.6.5, 1523.6.5.2, 1523.6.5.2.2, 1523.6.5.2.3
Properties:
Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift
Resistance
REFERENCES
Entity
Report No.
Standard
Year
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 (TST3782)
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 Flodda Inc (TST3782)
RT0615.03-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.04-11
TAS 112
1995
ASTM C 1492
2003(2009)
Amedcan Test Lab of South Flodda Inc (TST3782)
RT0617.02-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.03-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.04-16
TAS 112
1995
ASTM C 1492
2003(2009)
Amedcan Test Lab of South Florida Inc (TST3782)
RT0623.04-14
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
ASTM C 1492
2003(2009)
Miami -Dade BCCO (CER1592)
14-0408.06
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)
18-0509.17
FBC (HVHZ)
2017
Tile Roof Institute
Membership Confirmation
TAS 100
1995
TAS 101
1995
TAS 102 & 102(A)
1995
BOR18003
FL28328
Page 1 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.
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
PRODUCT DESCRIPTION
B�C1iC(�'(OiCeGCY�IS�
BORAL ROOFING LLC
Concrete Roof Tiles
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" x 10"
V
Figure 1. Bermuda
BOR18003 FL28328 Page 2 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 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.
®CREEK
TECHNICAL SERVICES, LLC
Plantation (Okeechobee)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: 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: 16-1/2' x 13'
Figure 2. Plantation
Saxony 900 Slate, Shake and Split Shake (Lake Wales)
Profile/Description: 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: 17" x 13" x 1-5/32' (Slate) or 1-9/32' (Shake and Split Shake)
NAM HOLES
BOR18003
DNDERLOCK
Figure 3. Saxony 900 Slate
5I32'(Slate)
COVERLOCK
I nis evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall not CREEK
Technical 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 nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
NAM ROLES
NAM HOLES
0
Miiill
Figure 4. Saxony 900 Shake
Figure 5. Saxony 900 Split Shake
FL28328
BORAL ROOFING LLC
Concrete Roof Tiles
1-9G2- (Shah)
a
4 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.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
® CREEK aORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 1 b, low profile, interlocking, class III concrete roof file
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 tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17.0" x 13" x2-1/8"
V,
BOR18003
�3"
Figure 7. Villa 900
5 of 12
Technical 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 nor imply warranty, installation, recommended use, or other product attdbutes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
Barcelona 900 (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type Is, high profile, interlocking, class III, 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 3-5/8"
t+
5/8.
M
Figure 8. Barcelona 900
Galena Spanish "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III '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 Holes
17"
10"
Figure 9. Galena Spanish "S"
BOR1
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.
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
Spanish "S" Nuevo (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 9-3/4° x 2-27/32"
Fastener
APPLICATION METHOD
Holes
4
17"
9-3/4"
Figure 10. Spanish "S" Nuevo
Installation ., r; ; ° •:.'
Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance
Slope:
with the recommendations of the FRSArrRI 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 fitted min. 15132-inch plywood sheathing 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.
Undedayment:
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
shall be installed as described in RAS 118, RAS 119, or RAS 120, as applicable.
BOR18003 FL28328 'Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G203. 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 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 Calculation"s`,for Dlret t to De ck'Applicatioris
Nominal Weight (W) and
"Aerodynamic'
Restoring Moments due to Gravity Mg,(ft-1bo "
Dimensions (I x w)
Multlp31
a
Direct Deck
RoofTde
,
W (Ibf)
I (ft)
w (ft)
t're ecrat
r
3 12 '_
4 12'
TAT
6
Appl
.12
Qngday
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
1.42
1.08
0.315
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
s' ` Data for Attachment Calculations for BattemApplicatrons
Nominal Weight (W)and `
^Aerodynamic
Restoring Moments due to Gravity Ma (ft Ibf)
_,Multlpl3ers
Roof„Tile._
Dimensions,(Ixw)
DireLt, k,
e6
. _ + .aa+•; . .,
A(ft,
31 W (Ibt)
^{ a I (ft)5
w (R)
Batten
,:3 12
4 12
5 12
6 12
>7 12
:d
Apphcatlona
9.7
1.33
0.833
0.189
6.53
6.43
6.29
6.14
5.97
Plantation
11.6
1.375
1.08
0.267
6.85
6.75
6.61
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
5.91
5.82
5.70
5.56
5.40
Villa 900
10.9
1.42
1.08
0.291
-
6.56
6.42
6.26
6.08
Barcelona
11.5
1.417
1.08
0.286
6.19
6.19
6.06
5.92
5.76
900
Spanish
"S" Nuevo
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
F4.82
FL28328
8 of 12
Technical 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 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
A p s a Moment for Mechanlcally Fastened Applications `^
ttachrrtent Resistance Ex" iessed�a
_
- ✓
The Fastener
��,
Mr-(ft=lbf)'
'
'� •Roof Tiles
' "_ '
,° �
"
Dtrect Deck
Direct Deck
Type,
CounE,
H Slze
.
Sh49
Chp
(mm 15132
(min,.19/32
Battens
plyuvood,--�-
-
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
N/A
N/A
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
or Screw
Eave
19.0
19.0
22.1
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
or Screw
Eave
31.9
31.9
32.2
Nail'
2
10d
Ring
N/A
50.3
65.5
48.3
Nail
2
10d
Ring
NIA
27.8
37.4
28.8
Nail
1
10d
Smooth
N/A
8.8
11.8
4.1
or Screw
Nail
2
10d
Smooth
N/A
16.4
21.9
7.1
or Screw
Screw
1
#8
N/A
N/A
25.8
25.8
22.9
Estate
Villa 900
Screw
2
#8
N/A
N/A
47.1
47.1
49.1
Nail
1
10d
Smooth
or Screw
Field
24.3
24.3
24.2
Nail
1
10d
Smooth
or Screw
Eave
19.0
19.0
22.1
Nail
2
10d
Smooth
or Screw
Field
35.5
35.5
34.8
Nail
2
10d
Smooth
or Screw
Eave
31.9
31.9
32.2
Estate °S°
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
I
i
Continued on following page
This evaluation report is provided for Slate 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 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.
®CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment F:esistance Expressed as aMomentfor Adhgsnre: or. Mortar Set
Roof Tile
Adhesive
i
Product Approval•'
Paddy''
Count
Average Paddy
Weight(grams)
M_ I (ft-Itif)
Dow Chemical TILE BONDw
NOA 16-0222.01
2
10.7
29.3
Barcelona 900,
Galena Spanish
S° or Spanish
°S' Nuevo
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
29.3
1
24
38.7
1
63
66.5
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
Storm Bond " 2 Two -Component
NOA 17-0829.12
2
8
66.0
1
30
63
1
60
82
Notes: j) aee manwacturers proauot approval Tor mstanation requirements.
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 S R A 2`6q��
11 of 12
This evaluation report is provided for Stale 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.
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
Concretee Roof Roof Tiles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
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).
?iii.:{:.: is i:; i': !• -50-- i
5 50
•'•WEATXERINGREGIONs
st
X.
NEGLIGIBLE WEATHERING
MODERATE WEATHERING
ffl SEVERE WEATHERING
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
Code, 6v' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R.
C) . .!pR�
E
No 74021
2018.10.15
�0: STATE OF :4U
19:51:52
c�
-04'00'
Zachary��``,
'fNA�
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a.financial interest in any company manufacturing or distributing
products under this evaluation.
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
BOR18003
12 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 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.
�I I RINITY ERD
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT 13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R8
12505 NW 40Street - FL6332-R8 —
Coral Springs, FL 33065
(888)774-1419
SCOPE:
SCANNED
BY
St. Lucie County
Date of Issuance:08/08/2008
Revision 8:10/12/2017
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the a Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: ICP Adhesives Polyset® AH-160
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. if the product
changes or the referenced Quality Assurance documentation changes. Trinityi ERD 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 'Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/12/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC d/b/a Trinity I ERD 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. Exterior Research & Design, L-C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NTINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: ICP Adhesives Polyset® AH-160, as produced by ICP Adhesives_and Sealants, Inc., has
demonstrated compliance with the 6 h Edition (2017) Florida Building Code through testing in accordance with the
Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of
Use set forth herein.
2. STANDARDS:
Sections Pro a Standard Year
1504.2.1.1 Overturning resistance SSTD 11 1997
3. REFERENCES:
Entivil
Examination
Reference
Date
ERD (TST 6049)
Static Uplift —SSTD 11
P39740.02.12
02/20/2012
ERD (TST 6049)
Static Uplift —SSTD 11
P39740.11.13-R1
01/02/2015
ICC-ES(EVL2396)
20121BC Compliance
ESR-1709
12/01/2016
Miami -Dade (CER 1592)
HVHZwmpliance
17-0322.03
04/27/2017
PRI(TST5878)
Static Uplift —SSTD 11
ECM-001-02-01
09/21/2001
PRI(TST5878)
Static Uplift —SSTD 11
PFI-006-02-01
05/09/2005
PRI (TST 5878)
Static Uplift —SSTD 11
PFI-006-02-02
05/09/2005
PRI (TST 5878)
Static Uplift —SSTD 11
PFI-007-02-01
10/11/2005
PRI (TST 5878)
Static Uplift —SSTD 11
PFI-008-02-04
02/21/2006
PRI (TST 5878)
Static Uplift —SSTD 11
PFI-009-02-03
02/21/2006
PRI (TST 5878)
Static Uplift —SSTD 11
TGRI-001-02-03
10/30/2006
PRI (TST 5878)
Static Uplift —SSTD 11
TGRI-001-02;03
10/30/2006
PRI(TSTS878)
Static Uplift —SSTD 11
PFPI-010-02-01
12/07/2006
PRI (TST5878)
Static Uplift —SSTD 11
PFPI-011-02-01
12/07/2006
PRI(TST5878)
Static Uplift —SSTD 11
PFPI-012-02-01
12/07/2006
PRI (TST 5878)
Static Uplift —SSTD 11
PFPI-013-02-01
12/07/2006
PRI (TST 5878)
Static Uplift —SSTD 11
PFPI-014-02-01
12/07/2006
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-003-02-01
06/13/2008
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-004-02-01
06/13/2008
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-005-02-01
06/13/2008
PRI(TST5878)
Static Uplift —SSTD 11
ECM-006-02-01
06/13/2008
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-007-02-01
06/13/2008
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-008-02-01
06/13/2008
UL LLC (QUA 9625)
Quality Assurance
Service Confirmation
Exp. 06/05/2018
4. PRODUCT DESCRIPTION:
4.1 ICP Adhesives Polyset® AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed
and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are
available in refillable tanks or disposable cylinders (ICP Adhesives PrOPack® 30 & 100).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
Exterior Research and Design, LLC. Evaluation Report 02768.03.06-R8
rertifimte ofAuthorkadon v9503 6'x EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyset• AH-360; (898) 774-1419 Revision 8: 10/12/2017
Page 2 of 9
\l I KINITY J ERD
5.3 Fire classification is not'part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings
of this product and FBC 1505.2.
5.4 ICP Adhesives Polyset® AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof
assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority
Having Jurisdiction.
5.5 Minimumunderlayment shall be per FRSA/TRI April 2012-(04-12)- or having a currentFloridaStatewide
Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives
Polyset® AH-160.
5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to
projects having an Aerodynamic Uplift Moment (Ma), determined in accordance with FBC 1609.5.3 or Tables
2A and 213 of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment
values. Refer to Section SO and ICP Adhesives and Sealants, Inc. published installation instructions for
Adhesive Paddy Placement details.
' TABLEis FIELDTiLESINICPADNEsivEsPoLysuOAH-160
' ALLOwABLEOVERTURNING -MOMENT PERFORMANCE'. DATA..
2 T01 MARGIN OFS4FElY"U OYAPPUEDFOa INDEDENDENT(9NGIEORCON NUOUSPADDY) MCOWFur
4 r01 MARGINOFSAFENANMbYAPPUEDFOR INIEROEPENDEM(MOPADDY) PLACFMENr
Tile (FBC 1609.5.3)
Adhesive Paddy Placement
Allowable
Overturning .
Type
Profile
Moment (ft-lbf)
Independent; Single Paddy, Medium (W-inch, —30 gram)
60
Clay or
Flat
Independent; Single Paddy, Large (2x10-inch, —45 gram)
112
Concrete
Interdependent; Two Paddy (44-inch on underlayment, 2x4-Inch at the overlap)
54
Independent; Single Paddy, Medium (2x7-inch, —30 gram)
39
Clay or
Low/
Independent; Single Paddy, Large (2x10-inch,-54 gram)
67
Concrete
Medium
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at the overlap)
58
.Clay
High
Independent; Single Paddy, Large (WO -inch, —45 gram)
134
Independent; Single Paddy, Medium (2x7-inch, ^30 gram)
65
Clay or
Concrete
High
Independent; Single Paddy, Large (WO -inch, —63 gram) -
109
Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at tile overlap)
40
Clay
Barrel
2x10-Inch x "35 gram for pans; 2 @ 1x1O-inch x-17 gram for cap
147
Concrete
Barrel
2x10-inch x-35 gram for pans; 2 @ 1x10-inch x-17 gram for cap
107
ClayCap
atop 2x
Independent: Continuous Paddy
P Y (^34 gram/k)
135
stringer
Concrete
Cap atop 2x
Independent: Continuous Paddy (— 34 gram/ft)
116
stringer
ClayCap
atop 2x
Interdependent:
105
stringer
Head: One (1) #10 x 2Yf'screw; Overlap: 1 x 6 inch (-10.5 gram)
Concrete
Cap atop 2x
Interdependent:
76
stringer
Head: One (1) #10 x 2Y" screw; Overlap: l x 6 inch (^50.5 gram)
5.6.1 Data in Table 1 relates to installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April
2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product
Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP
Adhesives Polyset® AH-160.
5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with
ICP Adhesives Polyset® AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard
TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in
SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning
moment'.
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-Rg
Certifcote o/Authodrodun 09503 6TM EDIT10N (2017) FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyset* AH-160; (B88) 774-1419 Revision 8: 10/12/2017
Page 3 of 9
�l TRINITY J ERD
5.7 Hip and ridge tiles using ICP Adhesives Polyset® AH-160 are limited to projects having hip/ridge design pressure
requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the
following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive
Paddy Placement details.
TABLE 2:. HIP & RIDGE TILES IN ICP ADHESIVES POLysErO AH-160
---�--- - --- - — ALLowABLE UPLIFT RESISTANCE PERFORMANCE DATA-
2 TO 1'WR61N OFSAFETYALREADYAPPLIED FOR INDEPENDENT (CONTINUOus PADDY) PUICEMENr
4 To 1 MARGIN OFSAFEMALREADYAPPNED FOR INTERDEPENDENT PLACEMENT
Allowable
Tile
Substrate
Attachment Method
Design Pressure
(Psf)
Clay
2x PT ridge board
Independent: Continuous Paddy (-34 gram/ft)
116
Concrete
2x PT ridge board
Independent: Continuous Paddy (— 34 gram/ft)
107
Clay
2x PT ridge board
Interdependent: Head: One (1) #SO x 2W screw;
90
Overlap:1 x 6 inch (-10.5 gram)
Concrete
2x PT ridge board
Interdependent: Head: One (1) #10 x 2Y." screw;
56
Overlap: I x 6 inch (-10.5 gram)
Clay or
Hip & Ridge Channel Metal (FL5374):
Independent: Continuous Paddy (-34 gram/ft)
169
Concrete
galvanized only
Clay or
Trim Lock- (FL5374): aluminum,
Independent: Continuous Paddy (`34 gram/ft)
173
Concrete
galvanized, Galvalume orstainless steel
Clay or
Trim Lock'" Plus (FL5374): aluminum,
Independent: Continuous Paddy 1-34 gram/ft)
178
Concrete
galvanized, Galvalume or stainless steel
Clay
Top Notch (FL8095)
Independent: Continuous Paddy (" 32 gram/ft)
125
Concrete
Top Notch (FL8095)
Independent: Continuous Paddy (' 32 gram/ft)
146
6. INSTALLATION:
6.1 ICP Adhesives Polyset® AH-160 and the tile roof assembly shall be installed in accordance with FRSA/TRI
April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the
limitations outlined in Section 5.
6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12).
Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product
Approval.
6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP
Adhesives and Sealants, Inc.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
8. MANUFACTURING PLANTS:
Tomball, TX
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (847) 664-3623; LeAnna.Gradecki@ul.com
Exterior Research and Design, L-C. Evaluation Report 02768.03.06-RS
Certifwte ofAuthoruation R9S03 (in' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyseto AH-160: (898) 774-1419 Revision 8: 10/12/2017
Page 4 of 9
�J I KINITY ERD
10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE):
10.1 Independent, Medium Paddy:
Nail through plastic cement Paddy (Beneath rile)
(when required)
Underlayment_ °
o l
i
Battensoptional °*
Eave Courso
o
loin Fascia
f2'm
Eave Closure
Flat/Low Profile rile
Nail through plastic cement
(when required)
1 Battens
In.
Medium ProfileTile
Nail through plastic ce
(when required) Paddy (Beneath Tile)
Underlayment
Battensoptional`
EaveCourse Fascia
Weephole
Loin. .� 2 in. Eave closure
Y'. Drip edge
High Profile Tile
' Eave Closure
Fascia
Exterior Research and Design, U.C. Evaluation Report 02768.03.06-RS
Certif,care ofAuthoriradon rf9503 61eEDITION (2017)FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyset° AH-160, (888) 774-1419 Revision 8: 10/12/2017
Page 5 of 9
10.2 Independent, Large Paddy:
Nail through plastic cement Paddy(BeneathTile)
(when required)
Underlayment ° I s x
i
10 in.
yR\\
Battens, optional °
Eave Course
° °10in. »
Fascia
tin
Eave Oosure
Flat/Low ProfileTile
�I TRINITY ERD
Medium Profile Tile
Nall through plastic ce
(when required)
Paddy (Beneathiile)
Underlayment ,
o _
10 in.x
2in.wide
Battens
/optional
e Course
Fascia
Weephole
10in tin
Eave closure
Drip edge
High ProfileTile
Exterior Research and Design, U-C Evaluation Report 02768.03.06-R8
Cerfiftcate of Authorization k9z03 6ry EDITION (2017) FBC NON-HVH2 EVALUATION FL6332-RB
ICP Adhesives Polyset• AH-160; (889) 774-1419 Revision 8: 10/12/2017
Page 6 of 9
10.3 Interdependent. Two Paddy:
Nail through plastic cement Paddy (between tiles)
(when required)
Battens optional a
a Paddy(undertile)
• Singh paddy. rr ,� on top of
x4in.
Single pad
undertil ,
Single onunderlay -
arWyment 2x4in.
a o
10in.
Fascia
Eave Oosure
Flat/Low Profile Tile
Nall through plastic cement
(when required)
an sop
x4in.
�TRINITY I ERD
paddyundertiie
Medium ProfileTile
Nall through plastic ce
Single paddy undertile
(when required)
Paddy (between tiles)
Battens
optional
Paddy (under tile)
Single paddy
o.n underlayment
E'4 x4 in.
Single 2x4in
paddyon
top of the
R
Eave Course
Fascia
weephole
10in
Eave closure
.�2in
�E.
Drip edge
High Profile Tile
tiles)
' Eave closure
Fascla
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-R8
Certificate of Authorkatfon#9503 6'xEDITION(2017)FBC NON-HVH2 EVALUATION F1.6332-118
ICP Adhesives Polyset• AH-160; (888) 774-1419 Revision 8: 10/12/2017
Page 7 of 9
NTINITY ERA
10.4
10.5
Two Piece Barrel (Cap & Pan) Tile:
t)Placemoughadheslvetoadtiev Oto7asq.fm Steep pltsh applications
In mnta"with the pan tile. (when required)
e)Tum eavors alias daem. Placo edaeNvo
trz m. and mdt m rmm aaesmaeaeoa aa.erme
ImtAlcarvtge.
Emweq.ia cmmctareaon
eaM .ldeat ld.d. cover Wa
fentarshown)
Remove top portion of the eave mum coven tile. Abut to semnd mum of
Pantiles. Ensues eave end of Pan and cover Was are flush at eave [Inc
Two Piece Barrel -High ProfileTile
Hip and Ride (independent placement):
A 1,aulofICP Fo4m t2M.160 mrybe spp&A etas«e raid
tN mdace onbwh sides ofthe IsoM ebaud os gahimrd
sneW!rase m provide areul aaotlJo.
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-R8
Certificate ofAuthor&ation 09503 eEDITION 120171 FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyseto AH-160; (888) 774-1419 Revision 8: 10/12/2017
Page 8 of 9
�l TRINITY ERD
10.6 Hip and Ridge (interdependent placement):
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 02768.03.06-118
Certificate oJAutharirallon 09503 fir" EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-118
ICP Adhesives Polyset' AH-160; (888) 774-1419 Revision 8: 10/12/2017
Page 9 of 9
MEMO l etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT _
Polyglass USA, Inc. Evaluation Report P12060.02.09-1124
1111 West Newport Center Drive BY FL5259-1128
Deerfield Beach, FL 33442 St. Lucie County 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 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: O VE18SS1 O er Vmeat
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). NEMOIetc. 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 "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
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. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NNEMOI etc.
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 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D5164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
gaitt
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
FRI(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
1X201-17A
04/O1/2008
MTI (TST 2508)
Physical Properties
RX14EBA
O1/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
O1/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P33450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-111
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.31.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.30
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certifitote ofAuthodzotion #32455 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
NNEMO I etc.
Ent(
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
P40390.08.12-1
08/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
.ERD (TST 6049)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST 6049)
Wind Uplift
P1738.02.07-R2
04/29/2013
ERD (TST 6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
ERD (TST 6049)
Wind Uplift
P11781.11.03-R1
11/26/2013
ERD (TST 6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST 6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-2
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-4
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-5
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-6
09/08/2014
ERD (TST 6049)
Physical Properties
P46520.10.14
10/03/2014
ERD (TST 6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST 6049)
Physical Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST 6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Properties
P44360.10.14-R1
05/18/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.05.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 6049)
Physical Properties
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
Physical Properties
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
Physical Properties
PLYG-SC12115.08.17
08/08/2017
ICC-ES(EVL 2396)
IBCCompliance
ESR-1697
11/01/2014
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, L-C. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/05/2018
4. PRODUCT DESCRIPTION:
4.1.1 Elastobase is a fiberglass reinforced ,rSBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4:2 Self Adhering UndeTlayments
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, U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthanzation n32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZS
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
ONEMOletc.
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 190 g/m2 polyester
fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FIR, 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.
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 D3970.
4.2.8 Polystick Tile PrOTI is a nominal 60-mil 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 AC188 and physical requirements of ASTM D1970 (See Section
5.8).
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 mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FIR are 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.
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 tile roof systems. Elastoflex S6 G FIR 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 FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G 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 or adhered tile roof systems. Polyflex G FIR 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.,
5. 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, is/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 may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. 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.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 4 of 14
NNEW10jetc.
5.5 Allowable Roof Covers:
TABLE I: ROOF CO_VER'OPTIONs
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On Tile
Metal
wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet ln2-plysystem)
Yes
(Base Sheet In 2-ply system)
Yes
Yes
Yes
ElastobaseP
Yes
Yes
(Base Sheet In 2-ply system)
(Base SheetInsystem)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base sheet In 2-ply system)
No
Na
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 lR-Xe
Yes
No
No
No
Yes
Yes
Polystick TUIs
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
No
Yes
Yes
Yes
Elastoflex S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex56 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolyflexG
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolyflexG 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
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
- •, , .,. _ TABLE lA: ALLOWABLE TIDiADHESIVE./,UNDERU\YMENT
1.:
COMBINATIONS.'
Adhesive
Florida Product
Underlayments
•
Approval
DAP Foam Touch'n Seal Storm Bond Roof
Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
Dow TileBondn"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
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)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Refer to Tile Manufacturers orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthorimtlon a32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL5Z59-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
NNEMO etc.
5.6 Allowable Substrates:
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 or SA-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 S6 G or Elastoflex 56 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 II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK 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.
Polyflex 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 manufacturers Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment 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 S6 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, Polyglass G2 Base or Polyglass APP Base.
For installations under 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.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthonzotion #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglaw Roof Underlayments; (954) 233-1130 Revision 24: 01/24/2018
Page 6 of 14
NNEMO etc.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On 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 -on tile 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 3A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure = -90 osf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
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 DO:
Deck: Min. 15/32-inch plywood to meet project requirements to 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, 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
1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure = -105 DO:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
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 and back -nailed within the selvedge -edge side laps using 12 ga. x
1W ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure = -235 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM p41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
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 requirements to 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 Dsf
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure =-30.0Dsf":
Deck: Min. 15/32-inch OSB 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 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 o.c. 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 P32060.02.09-R24
Certiffmte of Authorization#32455 6'"EDITION (20171 FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
NNEMOletc.
#8 Maximum Design Pressure=-37.5 psf*:
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: 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 wide side laps and 6-inch o.c. 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.
#9 Maximum Design Pressure =-37.5psf*:
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 II 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 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.
#10 Maximum Design Pressure =-45 psf*:
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
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: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered 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, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 psf*:
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 diameter 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 spaced staggered 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 56 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure =-45 psf-.
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 MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 18-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.
#13 Maximum Design Pressure =-52.5 psf:
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 MAXX Cap 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 or Polyflex G, torch -applied.
#14 Maximum Design Pressure = -52.5 DO
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 -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, LLC Evaluation Report P12060.02.09-R24
Certifimte ofAuthorizotion #32455 fir" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 8 of 14
NNEMOletc.
#15 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 for torch -applied cap)
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.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#16 Maximum Design Pressure =-60dsf:
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 fortorch-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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure =-60Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surfacefor hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal 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 x 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 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.
#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 (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 104nch o.c. at the 4-inch wide side laps and 30-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 to satisfaction of Authority Having J urisdiction.
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 mopping of hot asphalt or Polyflex G, torch -applied.
#21 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 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 4-inch wide side laps and 6-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 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 S6 G, applied in full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Cernifl=e of Authorimtion#32455 6'x EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 9 of 14
ONEMOjetc.
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 WD3, FM Loss Prevention Data Sheets-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
2016) for Zone 2/3 enhancements.
5.7 Exoosure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, 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) does 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 S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM 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.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile 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.
s ,.
r,t.a`>s>.r.3TABLE2„SILESUPPAGE LIMITATIONS.FOR
.
DIRER DEIX TILE INs7ALLAT10N5, _,y;d �L r'r ° h {r "r
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
1
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex S6 G or 56 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
6-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
Fiat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
30-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificote of Authorization#32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 11 of 14
NNEIVIOletc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modred 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-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed forPolystick Dual Pro, IF Xe or Polystick MU-X):
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.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
6.4.4 Two (2) Ply Underlayment 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 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 or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -on the 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.
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR shall 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 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G 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 or
adhered tile roof systems.
✓ Elastoflex S6 G FIR 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 the
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.
6.6.1 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 per5.6.3).
✓ Polyflex G FIR 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
Cerriizate of Authorization ll32455 0EDI7ION(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 FIR 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 Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements 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.
6.7.3 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 Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant" t 4' ,, iu +
,Speclflcatlori ?
P.'rotluct s
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Plus
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
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 FIR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & FRSA/TRI April 2012
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FIR
ASTM D6222
Polynex G, Polyflex G FIR
9. QUALITY AssURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Cenijicute ofAuthonYotion N32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 14 of 14