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• - 4 FL # FL6332-R9
Applica Ion Type Revision
Code V rsion 2020
Applica ion Status Approved
Produ Manufacturer ICP Adhesives & Sealants, Inc.
Addre /Phone/Email 12505 NW 44th Street
Coral Springs, FL 33065
(888) 774-1419 Ext201
rylipelkonen@icpadhesives.com
Signature
Technical Representative
Addre /Phone/Email
Quality Assurance Representative
Addre /Phone/Email
Categ ry
Subcategory
Compliance Method
Riku Ylipelkonen
rylipelkonen@icpadhesives.com
Roofing
Roof Tile Adhesives
Evaluation Report from a Florida Registered Architect Ora Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Floridi i Engineer or Architect Name who developed the Robert Nieminen
Evalui tfon Report
Florid License PE-59166
Quallt e Assurance Entity UL LLC
Quallt f Assurance Contract Expiration Date 01/21/2024
Vaiida ed By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
of Independence
Standard and Year (of Standard)
ice of Product Standards
By
Sectidns from the Code
Standard
SSTD 11
IME
1997
Product Approval Method
Method 1 Option D
https:Ilwww.floridabuilding.org,'prlpr_app_dU.aspx2param=wGEVXQwtDquanCtKft6f%2fM%2b3ax6XpXuonHOZ5Ef-Mrw%3d 1/2
11/19/21. 11:22 AM
Florida Building Code Online
Date
Date
Date
Date
L
6332.
FBC Approval
Model, Number or Name
POLYSEf AH-160
D9/29/2020
10/04/2020
10/11/2020
12/15/2020
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVN2: Yes
Impact Resistant: N/A
Design Pressure: +n/a/-178
Other: 1.) The design pressure limitation in this application
refers to hip and ridge tiles in one configuration. Refer to Table
2 of E for all hip and ridge the limitations. 2.) Field tiles are
tleslg ed based on overturning moment resistance. Refer to
Table of ER for field tile limitations. 3.) Refer to ER Sections 5
for other Limitations of Use.
Description
Dual Component expanding polyurethane roof the adhesive
Installation Instructions
Verified By: Robert Nientren PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
F16132 Rg AE 2020 09 29 FINAL ER POLYSET
AH160 FL6332-R9.pdf
Created by Independent Third Party: Yes
Back Neal
Comart Us :: 26D1 Blair Stone Road Tallahassee K 32322 Phone: 850i82-1824
le State of Florida is an WEED employe,. Copvdaht 2002-2013 State of Florica.:: privacy, Stetement :v Accesobillo Statement :: Balund Statemen
inch law, email addresses am public records. If you do not want your e-mail address released In response to a public -records mquesq do not send electronic
; entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.225(1),
mutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address If they have one. The emads
may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
e Department with an email address which can be made available to the public. To determine it you are a Ilcense, under Chapter 455, ES., please click here .
Product Approval Accepb:
®U®F";;�®
Credit Card
Safe
2/2
R]
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEE EVALUATE TEST CONSULT
EVALUATION••
ICP Adhesives an Sealants, Inc. Evaluation Report 02768.03.06-R9
12505 NW 441h S1 eet FL6332-R9
Coral Springs, FL 3065 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 mat rials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of thF 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.
DESCRIPTION: PO SET• AH-160
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPIL ANcE: 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 NEMO ETC, LLC of any
changes to the roduct(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: I he Florida Product Approval Number (FL#) preceded by the words "NEMO Ietc. 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 a d 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:
� iY; sry.11M �6t�?
Robert J.M. hiller inen, P.E. y
• The facsimile sealappearingwas authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 `'!y��,,?;; ,'�..•" Nieminen. P.E. on 09/29/2020. This does not serve as an
electronically signed document.
CERTIFICATION OF IND ENDENCE:
1. NEMO ETC, U. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing pri ducts it evaluates.
2. NEMO ETC, LL is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Niemin n, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the eval liation reports are being issued.
4. Robert Niemin n, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a buildii ig code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on whi h this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for I
hat purpose.
02018, NEMO ETC, LLC
ONEMID I etc.
ROOFING COMPONENT EVALUATION:
Product egory: Roofing
Sub -Cates rv: Roof Tile Adhesives
Compliant Statement: POLYSETO AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated
compliancIll with the following sections of the 7u' Edition (2020) Florida Building Code through testing in accordance
with the 4andards set forth herein. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
Sections
1504.2.1.1
Entity
ERD (TST
ERD (TST
ICC-ES (E
NEMO ('
NEMO ('
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI (TST
PRI ITST
PRI ITST
PRI ITST
PRI (TST
FRI(TST
PRI (TST
PRI ITST
PRI (TST
PRI (TST
UL LLC (I
UL, LLC.
Pro a Standard Year
Overturning resistance SSTD 11 1997
Examination
Reference
Date
a)
Static Uplift —SSTD 11
P39740.02.12
02/20/2012
a)
Static Uplift —SSTD 11
P39740.11.13-R1
01/02/2015
396)
20121BC Compliance
ESR-1709
12/01/2018
(CER 1592)
HVHZcompliance
17-0322.03
04/27/2017
D49)
Tensile Adhesion (ridge metal)
41-ECM-20-SSCRT-01
09/29/2020
D49)
Tensile Adhesion
4p-ICP-20-SSLAP-01
09/29/2020
3)
Static Uplift—SSTD 11
ECM-001-02-01
09/21/2001
3)
Static Uplift —SSTD 11
PFI-006-02-01
05/09/2005
3)
Static Uplift—SSTD 11
PFI-006-02-02
05/09/2005
3)
Static Uplift —SSTD 11
PFI-007-02-01
10/11/200S
3)
Static Uplift —SSTD 11
PFI-008-02-04
02/21/2006
3)
Static Uplift —SSTD 11
PFI-009-02-03
02/21/2006
3)
Static Uplift —SSTD 11
TGRI-001-02-03
10/30/2006
3)
Static Uplift —SSTD 11
TGRI-001-02-03
10/30/2006
3)
Static Uplift —SSTD 11
PFPI-010-02-01
12/07/2006
3)
Static Uplift —SSTD11
PFPI-011-02-01
12/07/2006
3)
Static Uplift —SSTD11
PFPI-012-02-01
12/07/2006
3)
Static Uplift —SSTD 11
PFPI-013-02-01
12/07/2006
3)
Static Uplift —SSTD 11
PFPI-014-02-01
12/07/2006
3)
Static Uplift —SSTD 11
ECM-003-02-01
06/13/2008
3)
Static Uplift —SSTD 11
ECM-004-02-01
06/13/2008
3)
Static Uplift —SSTD 11
ECM-005-02-01
06/13/2008
3)
Static Uplift —SSTD 11
ECM-006-02-01
06/13/2008
3)
Static Uplift —SSTD 11
ECM-007-02-01
06/13/2008
3)
Static Uplift —SSTD 11
ECM-008-02-01
06/13/2008
9625)
Quality Assurance
Service Confirmation
02/07/2018
i 9625)
Quality Assurance
Florida SCIS
Current
AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed and dispensed from a
system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or
cylinders.
NEMO ETC, LLC I Evaluation Report 02768.03.06.R9
Certycate OfAuthorizatio p314SS 7"EDITION(2020)FBC NON-HVH2 EVALUATION rl,,;:.: n
POLYSET' AH-160 Revision 9: 09/29/2020
Page 2 of 10
ONEMOIetc.
5.1 This is a bi 01cling code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of
Record foi any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design gui lance unless retained specifically for that purpose.
5.2 This Evalu ition Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade
5.3 This Eval+tion Report pertains to above -deck roof components. Roof decks and structural members shall be in
accordancle with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evalu Lion Report does not include evaluation of fire classification. Refer to FBC 2505 or R902 for requirements
and limit Lions regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic Insulation.
5.5 This Evalt 3tion Report does not include evaluation of roof edge termination.
5.6 POLYS AH-160 may be used with flat, law and high profile tiles having a current Florida Statewide Product
Approval r approved on a local -level by the Authority Having Jurisdiction.
5.7 Field tiles, meeting the limitations of FBC 1609.5.3, using POLYSETe AM-260 are limited to projects having an
Aerodyne nic Uplift Moment (M,), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or2GD of FRSA/TRI
Florida Hi Fh Wind Concrete and Clay Roof rile Installation Manual, Sixth Edition or FBC 1609.5.3, not greater than the
fallowing kilowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published
installatio i instructions for Adhesive Paddy Placement details.
TABLE 1: FIELD TiLEs IN POLYSETe AH-160
ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA
(MARGINS OF SAFETY ALREADY APPLIED)
Tile (FBC 1609..3)
Adhesive Paddy Placement (Section 10)
Mlovnible
Placement
Overturning
Type
Pr
file
Detail
Paddy Details
Moment
ft
#1
Independent; Single Paddy, Medium (20-inch, —30 gram)
60
Clay or
Flat
+#2
Independent; Single Paddy, Large (WO -inch, -45 gram)
112
Concrete
fo�p
#3
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at the
overlap)
54
#1
Independent; Single Paddy, Medium (20-inch, -30 gram)
39
#2
Independent; Single Paddy, Large (2x10-inch, -54 gram)
67
Clay or
Med!
im
Interdependent; Two Paddy 14x4-inch on underlayment, 2x4-inch at tile
Concrete
#3
overlap)
58
Clay
High
#3
Independent; Single Paddy, Large (2x1D-inch, `45 gram)
134
#1
Independent; Single Paddy, Medium (20-inch, `30 gram)
65
Clay or
High
#2
Independent; Single Paddy, Large (WO -inch, -63 ram)
109
#3
Interdependent; Two Paddy (4x4-inch on underlayment, W-inch at tile
Concrete
overlap)
40
Clay
Barr
1
#4
2x10-inch x -35 gram for pans; 2 @1 WO -inch x -17 gram for cap
147
Concrete
Barr
1
#4
2x10-inch x -35 gram for pans; 2 @1 WO -inch x -17 gram for rap
107
Clay
Cap
top 2x
#5
Independent: Continuous Paddy (`34 gram/ft)
135
strin
er
Concrete
Cap
top 2x
#5
Inde
Independent: Continuous Paddy
p y 1- 34 gram/ft)
Il6
strin
er
Clay
Cap
top 2x
#6
Interdependent:
105
strin
er
Head: One (1) #10 x 2%" screw; Overlap: 1 x 6 inch (-10.5 gram)
Concrete
Cap
top 2x
#6
Interdependent:
76
strin
er
Head: One (1) #10 x 2%" screw; Overlap: 1 x 6 inch (`10.5 ram)
NEMO ETC, LLC
Certificate ofAurhoruatio R32055
7T- EDITION (20201 FBC NON-HVHZ EVALUATION
POLYSET' AH-160
Evaluation Report 02768.03.06-R9
FL6332-R9
Revision 9: 09/29/2020
Page 3 of 20
ONEMOletc.
5.7.1 Data in Ta le 1 relates to installation over a TWO-PLY underlayment system, as detailed in the FRSA/TRI Florida High
Wind Con rete and Clay Roof Tile Installation Manual, Sixth Edition, using a hot -asphalt -applied, ASTM D6380, Class
M cap sh t (commonly called a'30/90 system').
Alternate underlayment systems are those having a current Florida Statewide Product Approval and/or approved on
a local -le 1 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
POLYS AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 201. For the
interdependent multi -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'.
5.8 Hip and r dge 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
applicablf design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3, not greater than
the folloA ing values. Refer to ICP Adhesives 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 SAFETYAUIEADYAPPUED)
Placement
Alimable
Tile
Substrate
Detail
Attachment Details
Design
(Section 10)
Pressure (pan
Clay
2x
PT ridge board
#5
Independent: Continuous Paddy (^34
116
ram/ft)
Concrete
2 x!
ridge board
#5
Independent: Continuous Paddy (- 34
107
9PT
ram/ft)
Clay
2
PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
90
screw; Overlap: 1 x 6 inch ("10.5 gram)
Concrete
2
PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
56
screw; Overlap: 1 x 6 inch (^10.5 ram)
Clay or
Ei
st Coast Metals "Trim Lock'"" (FL5374):
#5
Independent: Continuous Paddy (`34
Concrete
al
iminum, Galvalume• orstainless steel
gram/ft)
173
Cla or
Y
E
IF
t Coast Metals "Trim Lock'" Plus"
374): aluminum, Galvalume or
#5
Independent: Continuous Paddy (` 34
Concrete
st
inlesssteel
gram/ft)
178
Clay
Ri
ged Systems "Top Notch" (FL8095)
#5
Independent: Continuous Paddy (` 32
125
gram/ft)
Concrete
Ri
ged Systems "Top Notch" (FL8095)
#5
Independent: Continuous Paddy (^' 32
146
gram/ft)
NEMO ETC, LLC I Evaluation Report 02768.03.06-R9
Certificate of Authorization 32455 7'" EDITION (2020) FK NON-HVHZ EVALUATION FL6332-R9
POLYSET- AH-160 Revision 9: 09/29/2020
Page 4 of 10
NNEMO I etc.
POLYSETO AN-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 1S07.3 and the FRSA/TRI Florida High Wind
Concrete r nd Clay Roof Tile Installation Manual, Sixth Edition, subject to the limitations in Section S.
Installatio I of POLYSETO AH-160 shall be performed by applicators that hold a valid Qualified Applicator Card
presented by ICP Adhesives and Sealants, Inc.
Underlayi Lent shall hold current Florida Product Approval for use with tile roofing systems. The underlayment
Product proval shall specify allowable use with POLYSETO AH-160. The underlayment Product Approval shall
specify at achment methods for the underlayment system to resist wind uplift design loads in accordance with Table
SA of FW kMI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the critical
(highest) esign pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Hip and ri ge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete
and Clay I aof Tile Installation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance
with the anufacturer's Florida Product Approval.
As requirtd by
product.
UL, LLC.
Official or Authority Having Jurisdiction to properly evaluate the installation of this
(414) 248-6409; Karen. buchman IT0uLcom
NENIO ETC, LLC I Evaluation Report 02769.03.06.1119
CertipoateofAuMonzaBon 32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET- AH-160 Revision 9: 09/29/2020
Page 5 of 20
10.1 1 DETAIL #21 Independent, Medium Paddy:
Nail through plassio cement Paddy (Beneath rile)
(when requind)
UndedaymwtIt °
1 °
v� 7in.' in. N
Bata,-', "pG°ne1 °
Eaw Course_
Eaw
Flat/Low Profile Tile
ONEMOletc.
Nailthrough plastic cement
(when required)
Paddy (Bemerth Tile)
Underlayment
r
In 2In.
Battensoptlonal
101. 2In.
Eavo Closure
E,ve Course Fasela
Medium Profile Tile
Nail through plastic cemem
Paddy (Beneat h Tile)
(when required(
i
Underlaymam
r •�
r71n`21n.
Battens optional
Eavocourse Fascia
Woopho)e
10 in. 2 in. Eave closer*
Drip edge
High Profile Tile
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certy'iroreofAuthariradnn 32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSETe AH-160 Revision 9: 09/29/2020
Page 6 of 10
10.2
10 in.
Baum, r, ptional
Eay. COUrW `
Ewe Closure
Independent, Large Paddy:
:emend_ Paddy (Beneath Tile))
Flat/Low Profile Tile
10 in.■
2 in.wide
Battens
optional
i
r Erie Course
10 in.. _2in.
ONEMO I etc.
Nall through plastic cement
(when required)
.-- Paddy(Beneath
l 0 i\
2 in.wid
Battens optional
11V EmeClosuro
Eave Course- Payola
Medium Profile Tile
Paddy (Beneath Tile)
High ProfOeTile
\ Weephole
Eave closure
Drip edge
NEMO ETC, LLC I Evaluation Report 02768.03.06-R9
Certificate of Authorization a 2455 7- EDITION (2020) FBC NON-HVH2 EVALUATION FL6332-R9
POLVSETe AH-160 Revision 9: 09/29/2020
Page 7 of 10
10.3 DETAIL N3: Interdependent, Two Paddy:
Nail through plastic cement Paddy(between tiles)
(when required)
mum optiatwl ° I
Paddy (under tilel
v
. 4x4in
i
2x4in.
Eave Closma
Flat/LOW Profile Tile
NNEMICIletc.
Nail through plastic content single paddy under the
(w hen required'
Paddy (between ties)
Battens Paddy (under tile)
optional
1 Single paddy
on top of the \
4 V4x4in. y j'2. 4in.
Slnale oaddv on \
-- 10in. in.
Eave closure
Eave Course j " Fascia
Medium Profile Tile
Nall through plastk ce Single paddy undertile
(when required)
Paddy Ibelw n tiles)
In.
en
Eave Course Fauna
hole
�a�ftqcll'
fum
Nioinin. 7 Drip
High Profile Tile
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate efAuthoritotion 32455 77" EDITION (2020) FBC NON-HVHI EVALUATION FL6332-R9
POLYSETe AN-160 Revision 9: 09/29/2020
Page 8 of 10
10.4 I DETAIL p4E Two Piece Barrel (Cap & Pan) Tile:
10.5
11 Istace enough adhesive to achieve 65 to 20
in contact with the Pan tile.
21 rum Cover.."rite dawn. wce adno.—
Ia m. to 1 Inch In "in ward. edge of cwar Eric.
neuu cover Ile.
Ensure 20 to 25 &A. in, contact sea e
race sIM Of corer nN.
Uitdedayment
1�
imirenhownl
Fluid.
steep
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at save line.
Two Piece Barrel -High Profile Tile
DETAIL N4: Hip and Ridge (independent placement):
A bed fICI
ilk avg. ao
aseW has f0
I ma) be sppid sous' de veld 1'a earth bip"* fie., a heed of ICE' PMstISM'I W tn.
hp.* board ca rAb4ed be sppi i din Ilr cnmm ul 0r less runs, lase m yN.ImM
t.ctvu (lass"
NNEMO I etc.
wt., mare `ern....
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certii icaut of Authorization 32055 7TM EDITION (2020) FBC NON-HVH2 EVALUATION F1,6332-119
POLVSETe AH-160 Revision 9: 09/29/2020
Page 9 of 10
NMEMO I etc.
10.6 I DETAIL #6: �Iip and Ridge (interdependent placement):
1" X 6" Bead of ICP
Polyset®AH-160
roof tile adhesive
x 2-1/2" Screw
Code Approved
Fastener
Adhere starter
tile with a 2" x 7"
Paddy placed 3"
down from head
of tile
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Cerfy7mte of Authorization #32 5 7r" EDITION (2020) FSC NON-HVHZ EVALUATION FL6332-R9
POLYSET' AH-160 Revision 9: 09/29/2020
Page 10 of 10