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HomeMy WebLinkAboutICP Foam 16NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
04 (203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION•
ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R9
12505 NW 441" Street FL6332-R9
Coral Springs, FL 33065 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 7" Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: POLYSETO 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 NEMO 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.
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 10.
Prepared by:
Robert J.M. Nieminen, P.E. of The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 _ ,,. ;;{,,;« Nieminen, P.E. on 09/29/2020. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
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.
©2018, NEMO ETC, LLC
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: POLYSET® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated
compliance with the following sections of the 7" 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
Entity
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)
2012 IBC 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 — 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 (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 — SSTD 11
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, LLC. (QUA 9625)
Quality Assurance
Florida BCIS
Current
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.
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 2 of 10
ONEMOletc.
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® AH-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 (M,,), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or 2GD of FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or FBC 1609.5.3, not greater than the
following Allowable Overturning Moment values. Refer to Section 10 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 OF5AFETYALREADY APPLIED)
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 (2x7-inch, ^30 gram)
60
Clay or
Flat /Low
#2
Independent; Single Paddy, Large (2x10-inch, —45 gram)
112
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile
Concrete
#3
overlap)
54
#1
Independent; Single Paddy, Medium (2x7-inch, —30 gram)
39
Clay or
Medium
#2
Independent; Single Paddy, Large (2x10-inch, —54 gram)
67
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile
Concrete
#3
overlap)
58
Clay
High
#3
Independent; Single Paddy, Large (2x10-inch, —45 gram)
134
#1
Independent; Single Paddy, Medium (2x7-inch, —30 gram)
65
Clay or
High
#2
Independent; Single Paddy, Large (2x10-inch, —63 gram)
109
Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile
Concrete
#3
overlap)
40
Clay
Barrel
#4
2x10-inch x ^35 gram for pans; 2 @ 1x10-inch x —17 gram for cap
147
Concrete
Barrel
#4
2x10-inch x ^35 gram for pans; 2 @ 1x10-inch x —17 gram for cap
107
Clay
Cap atop 2x
#5
Independent: Continuous Paddy (-34 gram/ft)
135
stringer
Concrete
Cap atop 2x
#5
Independent: Continuous Paddy
p y (� 34 gram/ft)
116
stringer
ClayCap
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 2%" screw; Overlap: 1 x 6 inch (-10.5 gram)
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-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 POLYSET® 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 11 or Testing
Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'.
5.8 Hip and ridge tiles using POLYSET® 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 to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy
Placement details.
TABLE 2: HIP & RIDGE TILES IN POLYSET11 AH-160
ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA
MARGINS OF SAFETY ALREADY APPLIED)
Placement
Allowable
Tile
Substrate
Detail
Attachment Details
Design
(Section 10)
Pressure (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
2x PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
90
screw; Overlap: 1 x 6 inch (-10.5 gram)
Concrete
2x PT ridge board
#6
Interdependent: Head: One (1) #10 x 2%"
56
screw; Overlap: 1 x 6 inch (-10.5 gram)
Clay or
East Coast Metals "Trim Lock'"^" (FL5374):
#5
Independent: Continuous Paddy (-34
173
Concrete
aluminum, Galvalume® or stainless steel
gram/ft)
Clay or
East Coast Metals "Trim Lock'"" Plus"
Independent: Continuous Paddy 34
Concrete
(FL5374): aluminum, Galvalume® or
#5
gram/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 #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 4 of 10
ON EMO I etc.
6.1 POLYSET® 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 5.
6.1.1 Installation of POLYSET° 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 POLYSET® 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 Clay 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.
I IF
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Tomball, TX
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409; Karen.buchmann@ul.com
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" 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:
Nail through plastic cement
[when required}
Underlayment
II °
■
� k 7 in. `j..'121-
n. f
Bat4ensoption aI °
Eave Co u rse
O -
Eave Closure
Paddy (Beneath Tile)
Flat/Low Profile Tile
•ascla i
Nail through plastic cement
(when required)
Underlayment
I
r
�2in.
Battens opts ona I
Eave
*NEMO I etc.
0 loin.- 21
Medium Profile Tile
Nail through plastic ce
(when required) Paddy (Be neat It Tile)
Underlayment
r
7 in. -
2 in.
Battens optiona I
V Eave Course Fascia
Weephole
loin. 2;n, Eave closure
Drip edge
High Profile Tile
Paddy (Beneath Tile)
',— Eave Closure
Fascia
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 6 of 10
ON EMO I etc.
10.2 DETAIL #2: Independent, Large Paddy:
Nail thrautlh plastic cement Paddy (Remeath Tile;
Mhen required)
p e
Underl.3yinent
Battens optional
,y
Eave Course, /
Eave Closure
scia 1
FlatUw Profile Tile
Nail through plasticcement
(when required)
Paddy (Beneat hTile)
Underlayment
10in.x -
2 in.wide
Battens optional
10 in; 2 in.
Eave Closure
Eave Course Fascia
Medium Profile Tile
Nail through plasticce
(when required)
Paddy (Beneath Tile)
Underlayment
■I Y 10 in.x --
2 in. wide
Battens
--
optional'-_
Or Eave Course `"
Fascia
Weephale
10 in. 2 in.
Eave closure
,�'
Drip edge
High ProfileTile
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 7 of 10
ON EMO I etc.
10.3 DETAIL #3: Interdependent, Two Paddy:
Nail through plastic cement Paddy ibetvleen tiles)
{when required)
0
Battens optional
c Paddy (under tile)
Single paddy I
on top of tile
i� 4x4in. ^,
Single padd ^�
undortil
Single paddy � -
on underlayment 2 x 4 in.
q �
c 10 in.�
` Fa scia
2 in.
Eavo Closure
Flat/Low Profile Tile
Nail through plastic c
(when required)
Battens
optional�1�
an underlayment
'4 x 4 in.
Single 2x4in.
paddy on,^
top of the
Eave C o u rse
1Din� .� in.
Nail through plastic cement
(when required)
Ba tten s
optional
�.
Single paddy
on top of file ,
�4x4in.
Single paddy on
x4in.
paddy under tile
Paddy (between tiles)
i
Paddy (under tile)
�710
.>�2,nn. .
1
Medium ProfileTile
Single paddy under tile
f
Paddy (between tiles)
Paddy (under tile)
High Profile Tile
Weephole
Eave closure
Drip edge
",— EaveClosure
Fascia
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 8 of 10
ON EMO I etc.
10.4 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile:
1) Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications
in contact with the pan tile. (when required)
2) Turn Covers upside down. Place adhesive
112 in. to 1 inch in tram outside edge of cover We.
Install cover tile.
Ensure 20 to 26 sq, in. contact area on
each side of cover tile.
IUUnderlayment
Sheathing
Eave closure
(motar shown)
Weephole
Fascia Board
Remove top portion of the eave course cover tile. Abutto second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
10.5 DETAIL #5: Hip and Ridge (independent placement):
A bead of ICP PolyspttL. -160. may be applied above the field To attach hiplridge tiles, a head of ICP PolyKA ,4H-160 may
the surface oa both sides of the h49n4;e board or galvioized he applied down the center of the hiplridge board or gahinized
metal frame to provide weatherblockiug. frame.
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 9 of 10
ON EMO I etc.
10.6 DETAIL #6: Hip and Ridge (interdependent placement):
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
POLYSET® AH-160 Revision 9: 09/29/2020
Page 10 of 10