HomeMy WebLinkAboutPolyfoam- Roof Tile FL6332-R9Florida Building Code Online
FL #
FL6332-119
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 Ext701
rylipelkonen@icpadhesives.com
Authorized Signature Riku Ylipelkonen
r-ylipL!ikcrien@icpi3dhL-sives.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 Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity t1L LLC
Quality Assurance Contract Expiration Date 02/07/2021
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
FL6332 R9 COI 2020 01 COI NIEMINEN.pdf
Standard
SSTD Il
Year
1997
Product Approval Method
Method 1 Option D
https:iffloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f°/`2fM%2b3ax6XpXuonHOZ5F-fLMrw%3d 112
1/1212021
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Y Vi r-[VWWL.L9
09/29/2020
10/04/2020
10/11/2020
12/15/2020
FL #
-
Model, Number or Name
. _._.
! Description
6332.1
POLYSETAH-160
....... - - -
Dual component expanding polyurethane rooftile adhesive
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6332 R9 It 2020 09 29 FINAL ER POLYSET
Approved for use outside HVHZ: Yes
AH160 FL6332-R9.pdf
Impact Resistant: N/A
; Verified By: Robert Nieminen PE-59166
Design Pressure: +n/a/-178
I Created by Independent Third Party: Yes
Other: 1.) The design pressure limitation in this application
i Evaluation Reports
refers to hip and ridge tiles in one configuration. Refer to Table
I FL6332 R9 AE 2020 09 29 FINAL ER POLYSET
2 of ER for all hip and ridge tile limitations. 2.) Field tiles are
' AHlrbl➢ FL(5332-R9.pdf
designed based on overturning moment resistance. Refer toi
Created by Independent Third Party: Yes
Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5
I
for other Limitations of Use.
I
Contact Us :: 2501 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEC, employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees hcersed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please .click here .
Product Approval Accepts:
® Ed 0
Credit Card
Safe
https://flaridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f°/a2fM%2b3ax6XpXuonHQZ5FfLMrw%3d 2/2
NEMO I etc.
Certifrcate of Authorization #32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION O.
[CP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R9
12505 NW 44" Street FL6332-R9
Coral Springs, FL 33065
(888)774-1419
Date of Issuance: 08/08/2008
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 71h Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: 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 MEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility €OCation(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 "NEMOletc. 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.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile sea# appearfng was authorized by Robert
n P.E, on 09/29/2020. this does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMCI FTC, 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.
S. This is a building code evaluation. Neither NEWO ETC, LLC not Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or prey#ous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
02018, NEMO ETC, LLC
NNEMOJetc.
ROOFING COMPONENT EVALUATION:
Product Category:
Roofing
Sub -Category:
Roof Ue 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.
2. STANDARDS:
Sections
Property
Standard
Year
1504.2,1.1
Overturning resistance
SSTD 11
1997
3. REFERENCES:
Entity
Examination
Reference
Date
LRD (TST 6049)
Static Uplift --SSTD 11
P39740.02.12
02/20/2012
ERD (T5T6049)
Static Uplift —SSTD 11
P39740.11.13-R1
01/02/2015
ICC-ES (EVL2396)
2012 IRC 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
MEMO (TST6049)
Tensile Adhesion
4p-ICP-20-55LAP-01
09/29/2020
PRI (TST5878)
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
05/09/200S
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
PFf-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-Glo-02-01
12/07/2006
PRI {TST5878)
Static Uplift —SSTD 11
PFPI-011-02-01
12/07/2006
PRI (T5T 5878)
Static Upfift —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-014-07-01
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-00S-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 I
ECM-007-02-01
O6/13/2008
PRI (TST5878)
Static Uplift—SSTD 11
FCM-008-02-01
06/13/2008
UL LLC (QUA 9625)
Quality Assurance
Service Confirmation
02/07/207 8
UL, LLC. (QUA 9625)
Quality Assurance
Florida BQ5
Current
4. ODDESCRIPTION:
POLYSETO AH-160 is a two
-component expanding polyurethane roof tile adhesive that is mixed and dispensed from a
dispensing system provided by 1CP Adhesives and Sealants, Inc. The components are
available in refillable tanks or
disposable cylinders.
NEMO ETC, LLC Evaluation Report o2768.03.06-R9
CertificateafAuthorizatiun N32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-139
POLYSET° AH-160 Revision 9: 09/29/2020
Page 2 of 10
OMEMO I etc.
S. LIMITATIONS:
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 foarn 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 (imitations of FBC 1609.5.3, using POLYSET® AH-160 are limited to projects having an
Aerodynamic Up{ift Moment (Ma), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or 2GD of FRSA/TRI
Florida Nigh 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 1N POLYSET® AH-160
ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA
(MARGINS OF SAFETY ALREADY APPLIED)
Tile (FBC 1609.5.31
Adhesive Paddy Placement (Section 10)
Allowable
Placement
Overturning
Type
Profile
Detail
Paddy Details
Moment
(ft-Ihf)
#1
Independent; Single Paddy, Medium (20-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 the
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 Faddy (44-inch an underlayment, 2x4-inch at tile
Concrete
43
overlap)
58
Clay
High
#3
Independent; Single Paddy, Large (2x10-inch, -45 gram)
134
#1
Independent; Single Paddy, Medium (20-inch, -30 gram)
65
Clay or
High
#2
Independent; Single Paddy, Large (2x10-inch, -63 gram)
109
#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 @ 1x10-inch x -17 gram for cap
147
Concrete
Barrel
#4
2x10-inch x -35 gram for pans; 2 @ 1x10-inch x -1-1 gram for cap
107
Clay
Cap atop 2x
stringer
95.
Independent: Continuous Paddy (-34 gram/ft)
135
Concrete
Cap atop 2x
stringer
#5
Independent: Continuous Paddy (- 34 gram/ft)
116
Clay
Cap atop 2x
#6
Interdependent:
stringer
Head: One (1) #10 x 2Y," screw; Overlap: 1 x 6 inch (-10.5 gram)
105
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, LLr Evaluation Report 02768.03.06-R9
Certificate ofAutharization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-119
POLYSET® AH-160 Revision 9: 09/29/2020
Page 3 of 10
NNEMOletc.
5.7.1 Data in Table 1 relates to installation over a TWO-PLY underlayment system, as detailed in the FR5A/TRI Florida Nigh
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
POLYSET® 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 Nigh 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 POLYSETO AH-160
ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA
(MARGINS of SAFETYALREADY 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 2W
SD
screw; Overlap: 1 x 6 inch ("'10.5 gram)
Concrete
2x PT ridge board
#6
Interdependent: Head: one (1) #10 x 2Y2"
56
screw; Overlap; 1 x 6 inch (-10.5 gram)
Clay or
East Coast Metals "Trim Lock-1 (FL5374);
Independent: Continuous Paddy (-34
Concrete
clumin um, Galvalume11 or stainless steel
Its
gram/ft)
173
Clayor
Fast Coast Metals "Trim Lock— Plus"
Independent: Continuous Paddy {� 34
Concrete
�
(FL5374): Aluminum, Golvalurne or
#5
gram/ft)
17i3
stainless steel
Clay
Ridged Systems "Top Notch" (FL8095)
45
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
BertlficatealAuthorizntion#32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-139
POLYSET® AH-160 Revision 9: 09129/2020
Page 4 of 10
OMEMO 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 FR5A/TRI Florida High Wind Concrete and Clay Roof Tile installotion 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.
•
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
8. MANUFACTURING PLANTS:
Tomball, TX
QUALITY9.
UL, LLC.—QUA9625; (414) 248-6409; Karen.buchmann @ uLcom
NEMO ETC, LLC EVHlUatlon Report 02768.03,06-119
Cerrificote of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL633Z-R9
PDLYSFT81 AH-160 Revision 9: 09129/ZUZU
Page 5 of 10
10.1 LDETAIL #1: Independent, Medium Paddy:
Nail through plastic cement Paddy (Beneath Tile)
Iwhen required)
Underlayment 5
v
>7 in. 2 in, k
Battens optional a
Eave Course
loin
Eave Closure
Flat/Love Profile Tile
NNEMOjetc.
Nail through plastic cement
(when required)
Underlayment r
r � l
Paddy (Beneath Tile)
7
2 In.
1_
6attensoptional�,
Eave Course
h9edium Profile Tile
Nail through plasti¢te padd IBeneathTile
(when required) y )
Underlayment ..
�f
7in,
2 in.
Battensoptionat
Eave Course -` i r
Fascia
Weephole
10in.\ 2in.
Eave closure
I*- -,A: Drip edge
High Profile Tile
",.-..._ Eave Closure
Fascia
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION F1.6332-119
POLYSETy AH-160 Revision 9: 09/29/2020
Paige 6 of 10
10.2 ` DETAIL #2: Independent, Large Paddy:
Nail through plastic cement
(when required) /�� ,
Underlayment
c
10 in: 7
Battens optional
have Course
a � _
loin-
Eave Closure
Paddy f6eneath Tile)
Flat/Low Profile Tile
*NEMOletc.
Nail through plastic cement
(when required►
Paddy [Beneath Tile)
Underlaynment
r 10in.x
2in.w�
Battens optional f
loin 2i
%;- Eave Closure
Eave Course 1 Fascia
Medium Profile Tile
Nailthroughplasticcertt
(when requiredl Paddy (Beneath Tile))
Underiayment
10in.x
2 in.wide
I�
r/
Battens f
optional
Eave Course
-, Fascia
Weephole
10 in. 2 in.
Eave closure
tc Drip edge
High Profile Tile
NEMO ETC, LLC Evaluation Report 02768,03.06-R9
Certificate ofAuthorizatiotj #32455 7T" EDITION (Z020) FSC NON-HVHZ EVALUATION FL6332-R9
POLYSET' AH-160 Revision 9: 09/29/2020
Page 7 of 113
NNEMOjetc.
10.3 DETAIL ##3- Interdependent, Two Paddy.
Nail through plastic cement Paddy (between tilesi
(when required) i
64ttehs optional
° II Paddy (under tile)
Single paddy
y on top of tile j
�4x4in. Single paddd
y
under til _
Single paddy
on underlayment.-' 2 ic4in.
Fascia
2 in.
Eave Closure
Plat/Low Profile Tile
Nail through plastic ceq
(when required) [/
Battens
optional
Nail through plastic cement
(when required)
Battens
optional
Single paddy
onto of tile`
�{ d on.
Single paddy rt
e paddy under tilt
Paddy [between tiles)
/Paddy (under tile)
x4in.
2 in.
Eave Closure
Fascia
Medium Profile Tile
SSi gle paddy under tile
\ Paddy (between tiles)
Paddy (under tilel
r5Fnglepaddyongle paddy' t -
4x4in,
Single 2x4in.,�
paddyon.
top of the
Eave Course
—a
10in. .. 2 in.,
High Profile Tile
,X Weephole
\EaVe Closure
Drip edge
NEMO ETC, LLC Evaluation Report 02769.03.06-R9
Certificate of.4urhurization #32455 7T1'1 EDITION (2020) FBC NON•HVHZ EVALUATION FL6332-R9
POLYSET� AH-160 Revision 9: 09/29/2020
Page 8 of 10
NNEM01letc.
10.4 1 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile:
t) place enough adhesive to achieve 65 to 7L
in contact with the pan tile.
2) Turn Covers upside down. Place adhesive
112 in. to t inch in from outside edge of cover tile,
Install cover tile.
Ensure 20 to 25 sq. in. contact area on
aeh aide of cover Lila.
Underlayment II . .''�
E'
Eave Closure
Imotar shown)
Weephole
Fascia fj
Steep pitch applications
(when required(
heathin9 I
Remove top portion of the eave course caver tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover toes are flush at eave line.
Two Piece Barrel - High Profile Tile
10.5 1 DETAIL #5: Hip and Ridge (independent placement):
A stead ofICP To allech hip!rute¢ tiks. a brad of ICP M%,, lg:AH-16U may
file 5nrrace ou Uotli sides of dic Wvaiftg Lund er xuf uucd be appWd dome Iha c9itcr of ibe brpndgr bowd of aahvnzmd
itti_ERI I7atne to l""de uead;nUlackais, franc
NEMO ETC, LLC Evaluation Report 02768.03.06-R9
Certificate ofAurhonzation #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9
PDLYSETa AH-160 Revision 9: 09/29/2020
Page 9 of 10
10.6
NEMO ETC, LLC
Certificate of Au thorizotion #32455
- END OF EVALUATION REPORT -
7TW EDITION (2020) FBC NON-HVHZ EVALUATION
POLYSETO AH-160
*NEMO I etc.
Evaluation Report 0276$.03.06-R9
FL6332-R9
Revision 9: 09/29/2o2o
Page 10 of 10