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FL * FL6332-R9
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer ICP Adhesives & Sealants, Inc.
Address/Phone/Email 12505 NW 44th Street
Coral Springs, FL 33065
(888) 774-1419 Ext 201
rylipelkonen@icpadhesives.com
Authorized Signature Riku Ylipelkonen
rylipelkonen@icpadhesives.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roof Tile Adhesives
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration pate 01/21/2024
Validated By John W, Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
F 6332 R9 COI 2020 01 C01 NIEMINEN.pd
Standard
SSTD 11
Year
1997
Product Approval Method
Method 1 Option D
https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6fa/o2fM%2b3ax6XpXuanHOZ5EfLMrw%3d 112
2/23/2021 Florida Building Code Online
Date Submitted 09/29/2020
Date Validated 10/04/2020
Date Pending FBC Approval 10/11/2020
Date Approved 12/15/2020
Summary of Products
FL a'
Model, Number or Name
Description
6332.1
POLYSET AM-160
Dual component expanding polyurethane roof the adhesive
Limits of Use
Installation Insli uctlons
Approved for use In HVHZ: No
FL6332 R9 11 2020 09 29 FINAL ER POLYSET
Approved for use outside HVHZ: Yes
AH 160 F1.6332-119.P&
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +n/a/-178
Created by Independent Third Party: Yes
Other: 1.) The design pressure limitation In this application
Evaluation Reports
refers to hip and ridge tiles In one configuration. Refer to Table
FL6332 R9 AE 2020 09 29 FINAL ER POLYSET
2 of ER for all hip and ridge tile limitations. 2.) Field tiles are
AH160 FL6332-R9.1&
designed based on overturning moment resistance. Refer to
Created by Independent Third Party: Yes
Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5
for other Limitations of Use.
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of nodda Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Aaceknblllty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pubbc-records request, do not send electronic
mall to this entity. Instead, mntect Me orflce by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1),
ponds Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address If they have one. The emends
pmvlded may be used for official communication with the licensee. However email addresses are public record. If you do not wish W supply a personal address, please
provide Me Department with an email address which can be made available to Me public. To determine if you are a licensee under Chapter 455. IRS., please click here .
Product Approval Ateepun
M9:1®0®
Crpdit Card
Safe
https://www.floridabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQwtDquanCtKft6f%2fM%2b3ax6XpXuonHOZ5Ef-MfwOA3d 2/2
NEMO I etc.
Certificate of Authorization #31455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R9
12505 NW 441h Street FL6332-R9
Coral Springs, FL33065 Date of Issuance:08/08/2008
(888) 774-1419 Revision 9: 09/29/2020
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. The products described herein have been evaluated for
compliance with the 7th Edition (2020) Florida Building Code sections noted herein.
DEscfuPnoN: POLYSET• AH-160
LABELING: Labeling shall be in accordance with the requirements of 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEW ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) 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.
INsPEmoN: 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 10
Prepared by:
;"v; •,
`%*�
Robert J.M. Nieminen P.E.
_-• =
Florida Registration No. 59166, Florida DCA ANE1983
-: w: ; ,r••""
CERTIFICATION OF INDEPENDENCE:
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 09/29/2020. This does not serve as an
electronically signed document
1. NEMO ETC, LLC 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 ETC, LLC 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 NEMO ETC, LLC 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.
02018, NEMO ETC, LLC
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: POLYSETe AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated
compliance with the following sections of the r Edition (2020) 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.
Sections
Property
Standard
Year
1504.2.1.1
Overturning resistance
SSTD 11
1997
3. REFERENCES:
EmItV
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-RS
01/02/2015
ICC-ES (EVL2396)
20121BC Compliance
ESR-1709
12/01/2018
Miami -Dade (CER 1592)
HVHZ compliance
17-0322.03
04/27/2017
NEMO (TST6049)
Tensile Adhesion (ridge metal)
4i-ECM-20-SSCRT-01
09/29/2020
NEMO (TST6049)
Tensile Adhesion
4p-ICP-20-SSLAP-01
09/29/2020
PRI (TST 5878)
Static Uplift —SSTD 11
ECM-001-02-01
09/21/2001
PRI (TST 5878)
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 —SSTD11
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-DOl-02-03
10/30/2006
PRI (TST 5878)
Static Uplift —SSTD 11
PFPI-010-02-01
12/07/2006
PRI (TST 5878)
Static Uplift —SSTD 11
PFPI-011-02-01
12/07/2006
PRI (TST 5878)
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 —SSTD11
ECM-005-02-01
06/13/2008
PRI (TST 5878)
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
02/07/2018
UL, I.I.C. (QUA 9625)
Quality Assurance
Florida BCIS
Current
POLYSEr 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.
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate ofAuthorbution a32455 P" EDITION (2020) FRC NON-HVHZ EVALUATION FL6332-R9
POLYSET" AH-160 Revision 9: 09/29/2020
Page 2 of 10
ONEMOIetc.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade
Counties).
5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or R902 for requirements
and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 This Evaluation Report does not include evaluation of roof edge termination.
5.6 POLYSET' AM-160 may be used with flat, low and high profile tiles having a current Florida Statewide Product
Approval or approved on a local -level by the Authority Having Jurisdiction.
5.7 Field tiles, meeting the limitations of FBC 1609.5.3, using POLYSET• AH-160 are limited to projects having an
Aerodynamic Uplift Moment (Ma), determined in accordance with Table 2H B, 2HC, 2HD, 2GB, 2GC or 2GD of FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or FBC 2609.5.3, 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.
TABLE 1: FIELD TiLEs IN POLYSET• AH-160
ALLowABLE OVERTURNING MOMENT PERFORMANCE DATA
(MARGINS OF SAFETYALREADVAPPDED)
Tile (FBC 1609.5.3)
Adhesive Paddy Placement (Section 10)
Allowable
Placement
Overturning
Type
Profile
Detail
Paddy Details
Moment
(ft-lbf)
#1
Independent; Single Paddy, Medium (20-Inch, ^30 gram)
60
Clay or
Flat / Low
#2
Independent; Single Paddy, Large (WO -inch, -45 gram)
112
#3
Interdependent; Two Paddy (4x4-inch on underlayment, 20-inch at tile
Concrete
overlap)
54
#1
Independent; Single Paddy, Medium (20-inch, -30 gram)
39
#2
Independent; Single Paddy, Large (WO -inch, -54 gram)
67
Clay or
Medium
#3
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile
58
Concrete
overlap)
Clay
High
#3
Independent; Single Paddy, Large (WO -Inch, -45 gram)
134
#1
Independent; Single Paddy, Medium (W-inch, -30 gram)
65
#2
Independent; Single Paddy, Large (2x10-Inch, -63 gram)
109
Clay or
High
#3
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at the
Concrete
overlap)
40
Clay
Barrel
#4
2x10-inch x -35 gram for pans; 2 @ WO -inch x -17 gram for cap
147
Concrete
Barrel
#4
2x10-inch x -35 gram for pans; 2 @ 140-inch x ^17 gram for cap
107
ClayCap
atop 2x
#5
Independent: Continuous Paddy
p Y (`34 gram/ft)
135
stringer
Concrete
Cap atop 2x
#5
Independent: Continuous Paddy (- 34 gram/ft)
116
stringer
Clay
Cap atop 2x
#6
Interdependent:
105
stringer
Head: One (1) #10 x 2%" screw; Overlap: 1 x 6 inch (`10.5 gram)
Concrete
Cap atop 2x
#6
Interdependent:
76
stringer
Head: One (1) #10 x W screw; Overlap: 1 x 6 inch (-10.5 gram)
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization 032055 7'"EDITION (2020)FBC NON-HVHZ EVALUATION FI6332-R9
POLYSET" AH-160 Revision 9: 09/29/2020
Page 3 of 10
ONEMOletc.
5.7.1 Data in Table 1 relates to installation over a TWO-PLY underlayment system, as detailed in the FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, using a hot -asphalt -applied, ASTM D6380, Class
M cap sheet (commonly called a'30/90 system').
Alternate underlayment systems are those having a current Florida Statewide Product Approval and/or approved on
a local -level by the Authority Having Jurisdiction, listed specifically for use with POLYSETO AH-160.
5.7.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with
POLYSETO AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 101. For the
interdependent multi -paddy method, an additional 2-to-1 margin above that specified in SSTD it or Testing
Application Standard TAS 101 shall be applied in determining the'allowable overturning moment.
5.8 Hip and ridge tiles using POLYSETO AH-160 are limited to projects having hip/ridge design pressure requirements,
Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the
applicable design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3, not greater than
the following values. Refer tolCPAdhesives and Sealants, Inc. published installation instructions for Adhesive Paddy
Placement details.
TABLE 2: HIP & RIDGE TILES IN POLYSETO AH-160
ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA
(MARGINS OF SAFETY ALREADY APPLIED)
Placement
Allowable
Tile
Substrate
Detail
Attachment Details
Design
(Section 10)
Pmwre (psf)
Clay
2x PT ridge board
#5
Independent: Continuous Paddy ("34
116
gram/ft)
Concrete
2x PT ridge board
#5
Independent: Continuous Paddy (- 34
107
gram/ft)
Clay
2z PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
90
screw; Overlap: 1 z 6 loch (`10.5 gram)
Concrete
2x PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
56
screw; Overlap: I x 61nch (^10.5 gram)
Clay or
East Coast Metals "Trim Lock^'" (FL5374):
#5
Independent: Continuous Paddy (-34
173
Concrete
aluminum, Gatvalumee or stainless steel
gram/ft)
Clay or
East Coast Metals'Trim LockTM Plus"
Independent: Continuous Paddy (- 34
Concrete
a
(FL5374): aluminum, Galvalume or
#5
grem/ft)
178
stainless steel
Clay
Ridged Systems "Top Notch" (FL8095)
#5
Independent: Continuous Paddy (^ 32
125
gram/ft)
Concrete
Ridged Systems "Top Notch" (FL8095)
#5
Independent: Continuous Paddy (^' 32
146
gram/ft)
NEMO ETC, LLC Evaluation Report 02768.03.06•R9
Certificate of Authorization e32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332•R9
POLYSET` AH-160 Revision 9: 09/29/2020
Page 4 of 10
NNEMOIetc.
6.1 POLYSEr AH-160 and the tile roof assembly shall be installed in accordance with the manufacturers' current
published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth Edition, subject to the limitations in Section S.
6.1.1 Installation of POLYSEr AH-160 shall be performed by applicators that hold a valid Qualified Applicator Card
presented by ICP Adhesives and Sealants, Inc.
6.2 Underlayment shall hold current Florida Product Approval for use with tile roofing systems. The underlayment
Product Approval shall specify allowable use with POLYSETO AH-160. The underlayment Product Approval shall
specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table
1A of FRSA/TRI Florida High Wind Concrete and Cloy Roof Tile Installation Manual, Sixth Edition or the critical
(highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
6.3 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete
and Clay Roof Tile Installation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance
with the manufacturer's Florida Product Approval.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Tomball, TX
UL, LLC.—QUA9625; (414) 248-6409; Karen.buchmann@ul.com
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Cert7cate of Authotl:nNon#32455 7'H EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET" AH-160 Revision 9: 09/29/2020
Page 5 of 10
10.1 I DETAIL #1: Independent, Medium Paddy:
7 in. yk--"2 in.
Eaw Cbsun
K o \
L So<�in�ftb
Flat/Low Profile Tile
Nall through plastic cement
(when required)
Und erlayment
Batt ens option l /
10111 \
ONEMOletc.
-.- Paddy lBeneath Tileil
Medium ProflleTile
Nall through plasticcemem-.� Paddy(Benerth Tilt
(when required)
Underlaytsem
R
7 in...
y" �in.
BattensopUotul
♦ Eave Coursee Fasca
Weaphole
loin: _ 2in. Ewe closure
Drip edge
High Profile Tile
'c Eaw Clowre
Fascia
NEMO ETC, LLC Evaluation Report 02768.03.06-1119
Certiflrate of Au Monza wn a32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 6 of 20
10.2 I DETAIL p2: Independent, Large Paddy:
Nail through plastic cement Paddy )Beneath Till
(when requiredi
Underlryment,
1
loin...
Battens optional °
Eave Course
a
lOtn.
Fascia
�in
Ewe Oosure �` �
Flat/Low Profile Tile
through plastic cement
,n required)
adayment_'
ONEMOIetc.
. - Paddy (Beneath Tiler
2 in.wide A�W
Battens optional
2in�
-Eave Closure
Eave Course Fascia
Medium Profile Tile
Nall through plastic c"nt Paddy (Seneath Tilel
(when required) �
Underlayment
t
♦ loin.n
�'. 2in.wide
Battans \ '¢ \j
optional
t Eave Count -_
i Fascia
♦ _ Weephole
10 in. 2 in. Eave closure
/ Drip edge
High ProfileTile
NEMO ETC, LLC Evaluation Report 0276E.03.06-119
Certificate of Authonzation#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-119
POLYSET' AH-160 Revision 9: 09/29/2020
Page 7 of 10
ONNEMO I etc.
10.3 1 DETAIL #3: Interdependent, Two Paddy:
Nail through plastic cement Paddy (between West
(when required)
Battens optional..
Paddy (under tile)
�. ,. -'• Single paddy I
y `\� ant oftil
v 4 in.Stlpad
under
Single paddy �-
ooandorlsyrMm x4in.
0 ol0in.
Zit Fascia
-- Eave Clown
Flat/Low Profile Tile
Nall through plastic cement Single paddy under the
(when required)
Paddy (between ties)
Battens �� Paddy )under tile)
optional
Single paddy
on top or the
1^4 x4in.
2x4in.
Single paddy on
undwlaymenl/ -- <• j
loin: �� 2in.
�- Eave Closure
Eave Course ."`Y%f ,, Fasda
Medium Profile Tile
Nail through plastic: consent Single paddy under the
(when required)
Paddy (between tiles)
tions opPaddy
)under tile)
Ba
optional „
1 s �on mrd«tayms
�-4 x 4 in.
Single 2x4in�
paddy an
top of rile
Eave Course
Weephole
nlin. in.
Eave dosu re
Drip edge
High ProfileTile
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization#31455 7`" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-119
POLYSETe AH-160 Revision 9: 09/29/2020
Page 8 of 10
1
10.4
Two Piece Barrel - High Profile Tile
10.5 1 DETAIL N5: Hip and Ridge (independent placement):
AFe .fl(PPW-"'e G T.,.0.,h h,dp W, .♦ 1u111"Y N4 WAWIW m»
Ik>anh. m twh W. of m hodR haN ✓t Fd>tratt0 1v MrY aoan 11., .winin fir h n,w 1>vA.n nN>•n>nl
neW trial> 1u I1o>Yle wndlCllllt<YnY. Inme.
NEW ETC, LLC Evaluation Report 02768.03.06-R9
Certificate oJAuthor¢Mion#32455 7 " EDITION (2020) FSC NON-HVHZ EVALUATION FL6332-R9
POLTSET' AH-160 Revision 9: 09/29/2020
Page 9 of 10
ONEMOjetc.
10.6 I DETAIL #6: Hip and Ridge (interdependent placement):
-END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
CertiJicare of Authorization#32455 7"EDITION (2020)FBC NON-HVHZ EVALUATION FL6332-R9
POLVSET• AH-160 Revision 9: 09/29/2020
Page 10 of 10