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FL5374-R6
Type Revision
in 2020
Status Approved
Produ Manufacturer East Coast Metals, Inc.
Addr s/Phone/Email 7905 W. 20th Avenue
Hialeah, FL 33014
(305)885-9991
acastellanos@eastcoast-metals.com
Authoirized Signature
TechIcal Representative
Addr ss/Phone/Email
Quali Assurance Representative
Addr ss/Phone/Email
Catei ory
Subc itegory
Com fiance Method
Tom Castellanos
acastelJanos@eastcoast-metals.com
Tom Castellanos
7905 W.20th Avenue
Hialeah, FL 33014
(305) 885-9991
tom@reastcoast-metals.com
Andrew Castellanos
7905 W.20th Avenue
Hialeah, FL 33014
(305)885-9991
andrew@eastcoast-metals.com
Roofing
--J> Roofing Accessories that are an Integral Part of the Roofing System
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florii a Engineer or Architect Name who developed the Robert Nieminen
Evah ation Report
Florii a License PE-5916G
Qua] ry Assurance Entity Architectural Testing, Inc., an Intertek Company
Qual ty Assurance Contract Expiration Date 12/31/2023
falid ted By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
oflndependence FL5374 R6 COI 2020 01 CDI NIEMJNEN.W
Standard and Year (of Standard) 51jIndard Year
FRSA/TRI(09-18)
2018
RAS 118
2020
RAS 119
2020
RAS 120
2020
SSTD 11
1997
TAS 101
1995
https:llfloridabuilding.org/pr/or_app_dtl.aspx7param=wGEVXQwtDgtVSv8n7ODFXfFAzV6GMEbUpLHfA5CWUPE%3d 112
9121/21, 3:01 PM Florida Building Code Online
Equival nce of Product Standards
Certifie By
from the Code
Approval Method Method 1 Option D
Date Sl�bmitted
09/29/2020
Date ,"p",IY�PLlidated
10/0S/2020
Date
hiding FBC Approval
10/12/2020
Dale
proved
12/15/2020
FL*
Model, Number or Name
Description
5374
TRIMLOCK and TRIMLOCK PLUS
Preformed hip & ridge anchor designed for use with adhesive -
set roof tile.
I-Imil a of Use
Installation Instructions
Approved for use In HVH2: Yes
FL5374 R6 II 2020 09 29 FINAL R ECM Trim
Approved for use outside HVH2: Yes
Lock FL5374-R6.12df
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Des gn Pressure: +N/A/-178
Created by Independent Third Party: Yes
Oth r: 1.) Refer to Evaluation Report Section 5 for Limits of
Evaluation Reports
Use. .) The design pressure herein pertains to use in non-
FL5374 R6 AE 2020 09 29 FINAL R ECM Trim
HVH jurisdictions in conjunction with Table 1A of FRSA/TRI
Lock FL5374-R6 odf
(09- 8). Refer to Tables 2A and 2B In the Evaluation Report for
Created by Independent Third Party: Yes
all ol tions and associated allowable design pressures.
Nn,_4 Ev,
Contact Us :: 2601 Blair Stone Road Tallahassee R. 32399 Phone: 8S0-487-1824
The State of Ronda Is an ANEW employer. Copyright 2007-2013 State of Florida :: privacy statement :: Accessibility Statement :: Refund StMemen[
Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-reconl5 request, do not send electronic
this entity. Instead, contact Me office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. 'pursuant M Secbon 455.275(q.
Statutes, effective October 1, 2012, licensees Incensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls
led may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please
e Me Department with an email address which can be made available to Me public. To determine It you are a licensee under Chapter 455, RS., please dick here .
Product Approval Accepts:
® ® ®�!F- ■
Credit Card
Safe
2/2
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINE R EVALUATE TEST CONSULT
REPORTEVALUATION
East Coast Meta ,Inc. Evaluation Report E10240.08.08-1115
7905 w. 201h AV ue FL5374-R6
Hialeah, FL 3301 Date of Issuance: 09/03/2008
(305) 885-9991 Revision 5: 09/29/2020
SCOPE:
This Evaluation eport is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction ma erials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of t e product under the Florida Building Code. The products described herein have been evaluated for
compliance with he 7th Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: TRI LOCK and TRIMLOCK PLUS Hip & Ridge Anchor
LABLING: ELabelj g shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMP 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 c ur 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 reviem of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: he Florida Product Approval Number (FL#) preceded by the words "NEMO(etc. Evaluated" may be
displayed in ad ertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its
entirety.
INSPECTION'
Upo request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors d shall be available for inspection at the job site at the request of the Building Official.
tINPENDENCE:
aluation eport consists of pages 1 through 7.
ed by:
?' iti wracE '. jTi}e
J.M.Ni inen,P.E. +�r•:;.o r• Thefacsimileseal appearing was authorized byRobert
egistrati No. 59166, Florida DCA ANE1983%y,�.,�{�,'„n.^s Nieminen, P.E. on 09/29/2020. This does not serve as an
electronically signed document.
TION OFIN PENDENCE: ETC, L C does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
ributing p oducts it evaluates.
O ETC, L C is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3ert Niem en, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
ich the ev luation reports are being Issued.
4ert Niem en, 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 built Ing code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on w iich this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically fc r that purpose.
02019, NEMO ETC, LLC
OMEMO I etc.
ROOFING COMPONENT EVALUATION:
Product tegory: Roofing
Sub -Cate ry: Roofing Accessories that are an Integral Part of the Roofing System
Compl!an a Statement: TRIMLOCK and TRIMLOCK PLUS, as produced by East Coast Metals, have demonstrated
complian with the following sections of the r Edition (2020) Florida Building Code through testing in
accordan with the following Standards. Compliance is subject to the Installation Requirements and Limitations
/ Conditio s of Use set forth herein.
Section
Property
tandard
Year
1507.3.7
Installation, non-HVHZ
FRSA/TRI (09-18)
2018
1518.8.1
Installation, HVHZ
RAS 118, 119 & 120
2020
1523.6.5.2
2
Static uplift resistance
TAS 101
1995
1504.2.1.1
Overturning resistance
SBCCI SSTD 11
1997
Entity
Examination
Reference
Date
ERD (TST6
9)
Static Uplift Resistance
E42730.08.13
08/23/2013
ERD (TST6
9)
Static Uplift Resistance
ECM-SC6795.12.14-1
02/27/2015
ERD (TST
9)
Static Uplift Resistance
ECM-SC6795.12.14-2
02/27/2015
Florida TE
(TST7393)
TAS SOS
S10-628R
10/27/2010
NEMO (TS
6049)
Tensile adhesion
4i-ECM-20-SSCRT
09/29/2020
PRI(TSTS
78)
TAS 101
ECM-001-02-01
09/21/2001
PRI(TSTS
78)
TAS 101
ECM-003-02-01
06/13/2008
PRI(TST5
78)
TAS 101
ECM-004-02-01
06/13/2008
PRI(TST5
78)
TAS 101
ECM-005-02-01
06/13/2008
PRI(TSTS
78)
TAS 101
ECM-006-02-01
06/13/2008
PRI (TST5
78)
TAS 101
ECM-007-02-01
06/13/2008
PRI (TST5
78)
TAS 101
ECM-008-02-01
06/13/2008
East Coas
Metals
Metal Quality
MITI Certifications
Various
Intertek/
TI (QUA1844)
Quality Control
Participation Letter
03/11/2015
Intertek/
TI (QUA1844)
Quality Control
Florida BCIS
Current
t. PRODUC
DESCRIPTION:
4.1 TRIMLO
K:
Pre -for
ed metal channel designed for use as a hip and ridge
base to
hich roof tiles are
bonded in FBC Approved roof
tile
adhesiv
. TRIMLOCK is characterized by its profiled and
perfora
d upper horizontal flange designed to receive and
allow fo
interlock with the overlying tile adhesive.
TRIMLO
K is available in
119-3/8-inch L 3/8") length by 3, 3.5,
4, 5 or
inch L 3/8-inch) heights with 1.5-inch (+ 1/16-inch)
I
NEMO ETC, LL[ I Evaluation Report E10240.08.08-115
CEWOPICUL•o7Authoriza n#32455 7" EDITION (20201 FRC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 2 of 7
NNEIVIOletc.
4.2 TRIMLOCle
PLUS:
Pre-formmetal
channel designed for use as a hip and ridge
base towch
roof tiles are bonded in FBC Approved roof the
adhesiveRIMLOCK
PLUS is characterized by its profiled and
perforateupper
horizontal flange designed to receive and
allow forerlock
with the overlying tile adhesive and its
perforatedeck
flanges, designed for installation atop the roof
underlaynt
via placement in FBC Approved roof tile adhesive,
which flo-through
and interlocks with the underlying
adhesiveTRIMLOCLUS
is available in 119-3/8-inch (± 3/8") length by 3,
3.5,4,56-inch
L 3/8-inch) heights with 1.5-inch (± 1/16-inch)
4.4 TRIMLOC and TRIMLOCK PLUS are fabricated of the following metals:
Gall lume Steel: Min. 0.019 + 0.002-inch, ASTM A792, AZ55, min.35 KSL
Y Alu inum: Min. 0.032±0.002-inch, ASTM B209, 3003-H14, min. 21 KSI.
Staff ess Steel: Min. 0.019 ±0.002-inch, ASTM A240/A480, T304, min. 35 KSI.
5.1 This is a wilding code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Recor for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or desig guidance unless retained specifically for that purpose.
5.2 This Eva ion Report pertains to above -deck roof components. Roof decks and structural members shall be in
accorda ce with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.3 This Evi luation Report does not include evaluation of fire classification. Refer to FBC 1S05 or R902 for
requirer ients and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and
limitatic is concerning the use of foam plastic insulation.
5.4 This Eva nation Report does not include evaluation of roof edge termination.
5.5 HVHZ1 RISDICTIONS (e.g., Broward and Miami -Dade Counties):
5.5.1 For TRI ItILOCK, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15,
Detail 3 For TRIMLOCK PLUS, refer to the installation instructions herein.
5.5.2 Installa ions of TRIMLOCK are prescriptive by RAS 118, 119 and 120, and the data in Tables 1A and 1B is
supple ental to these prescriptive allowances.
Installa ions of TRIMLOCK PLUS are limited to projects having a required moment resistance (M,) or uplift
resists ce (F,), as determined in accordance with RAS 127, not greater than the data in Tables lA and iB.
NEMO ETC, 11C Evaluation Report E30240.08.08-115
Certijicateo/Authonzat na32055 7- EDITION 12020) FBC NON-HVHZ& HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 3 of 7
ONEMOjetc.
TABLE IA: PERFORMANCE LIMITATIONS —HVHZ
INDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED)
Hip & Ridge
chor
Tile
Adhesive
Allowable Performance
Design
M
tal Type
Type
Placement
Moment Based
Uplift Based
(See S.7)
164r (ft-lbf)
F' (Ibf)
Galy
lume•,
ICP Adhesives & Sealants "Polyset
TRIMLOCK
alury
inum or
clay or
AH-160" or DAP Foam "Touch'n Seal
Independent
171
159
staff
less steel
concrete
StormBond 2 Two -Component Roof
Adhesive"
Tile Adhesive"
lume•,
ICP Adhesives & Sealants "Polyset
TRIMGaly
CK
inum
clay or
AH-160" or DAP Foam "Touch 'n
PLUS
PLUS
or
concrete
Seal StormBond 2 Two -Component
Independent
177
165
staluair
staff
s
less steel
Roof Tile Adhesive"
TABLE IS: PERFORMANCE LIMRATIoNs—HVHZ
INTERDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETYALREADYAPPLIED)
Hip & Ridge
Anchor
Tile
Adhesive
I Allowable Performance
DesignType
etalT
Type
Placement
Moment Based
Uplift Based
(See 5.7)
Me(k-Ibf)
F'(Ihf)
TRIMLOCK
Gah
alume •
ICP Adhesives & Sealants "Polyset
or
,
inum
clay or
AH-160" or DAP Foam "Touch'n
TRIMLOCK
alu
or
concrete
Seal StormBond 2 Two -Component
Interdependent
95
88
PLUS
sYai
less steel
Roof Tile Adhesive"
Gal
alume•,
clay or
ICP Adhesives & Sealants "Polyset
TRIMLOCK
stai
fless steel
concrete
RTA-1"
Interdependent
99
94
clay or
ICP Adhesives & Sealants "Polyset
TRIMLOCK
alu
ilnurn
concrete
RTA-1"
Interdependent
90
84
Gal
alume•,
TRIMLOCK
alu
iinum or
clay or
ICP Adhesives & Sealants "Polyset
Interdependent
90
84
PLUS
staff
less steel
concrete
RTA-1"
TRIMLOCK
Gal
alume• or
clay or
DuPont de Nemours "TILE BOND—
Interdependent
123
117
sta
iless steel
concrete
Roof Tile Adhesive"
clay or
DuPont de Nemours'TILE BOND`"
TRIMLOCK
alu
inum
concrete
Roof Tile Adhesive"
Interdependent
79
73
TRIMLOCK
Ga
alume•,
clay
DuPont de N "TILE BOND'"
PLUS
PLUS
alu
inum or
re
Concrete
wive"
Roof Tile Adhesive"
Interdependent
79
73
sta
nless steel
Ga
valumeO or
clay or
DAP Foam DAP Foam "Touch'n Seal
TRIMLOCK
sta
nless steel
concrete
StormBond Roof Tile Adhesive"
Interdependent
146
139
TRIMLOCK
AIL
minum
clay or
DAP Foam DAP Foam *Touch'n Seal
Interdependent
58
54
concrete
StormBond Roof Tile Adhesive"
TRIMLOCK
Ga
valume•,
clay or
DAP Foam DAP Foam "Touch 'n Seal
PLUS
al
inum or
concrete
StormBond Roof Tile Adhesive"
Interdependent
58
54
St
nless steel
#32455 7'" EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor
Evaluation Report E30240.08.08-115
FL5374-R6
Revision 5:09/29/20ZO
Page 4 of 7
ONEMOletc.
SA NON-HV
JURISDICTIONS:
5.6.1 For TRIM
CK, refer to FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition.
For TRIM
CK PLUS, refer to the installation instructions herein
5.6.2 Installatio
s are limited to projects having hip and ridge design pressure requirements, determined in accordance
with Tabl
1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, not
greater
t n the following values.
TABLEZA: PERFORMANCE LIMITATIONS—NON-HVHZ
INDEPENDENT PADDY PLACEMENT (MARGIN OFSAFETYALREADYAPPUED)
Hip & Rid
a Anchor
Tile
Adhesive
Placement
Design
Metal Type
Type
Uplift(P)
(See 5.7)
Ivalume•,
ICP Adhesives & Sealants "Polyset AH-160" or
TRIMLOCK
a uminum or
clay
DAP Foam "Touch 'n Seal StormBond 2 Two-
Independent
173
s ainless steel
re
concrete
Component Roof Tile Adhesive"
Ivaluni
clay or
ICP Adhesives & Sealants "Polyset AH-160" or
TRIMLOCK PLUS
a uminum or
DAP Foam 'Touch In Seal StormSond 2 Two-
Independent
178
s inless steel
Concrete
Component Roof Tile Adhesive'
TABLE 28: PERFORMANCE LIMITATIONS—NON-HVHZ
INTERDEPENDENT PADDY PLACEMENT (MARGIN OFSAFETY ALREADY APPLIED)
Hip & RI
ge Anchor
The
Adhesive
Allowable
Placement
Design
Metal Type
Type
Uplift (Psf)
(See 5.7)
TRIMLOCK or
alvalume•,
clay or
ICP Adhesives & Sealants "Polyset AH-160" or
TRIMLOCK PLUS
luminum or
Concrete
DAP Foam "Touch In Seal StormBond 2 Two-
Interdependent
98
tainless steel
Component Roof Tile Adhesive"
alvalume• or
clay or
TRIMLOCK
tainlesssteel
concrete
ICP Adhesives & Sealants "Polyset RTA-1"
Interdependent
110
TRIMLOCK
luminum
clay or
ICP Adhesives & Sealants "Polyset RTA-1"
Interdependent
93
concrete
alvalume•,
TRIMLOCK PLUS
luminum or
day or
ICP Adhesives & Sealants "Polyset RTA-1"
Interdependent
93
tainless steel
concrete
TRIMLOCK
alvalume• or
clay or
DuPont de Nemours "TILE BOND'" Roof Tile
Interdependent
152
tainless steel
concrete
Adhesive"
TRIMLOCK
aluminum
clay or
DuPont the Nemours'TILE BOND'" Roof Tile
Interdependent
82
concrete
Adhesive"
Galvalume•,
TRIMLOCK PLUS
aluminum or
clay or
DuPont de Nemours'TILE BOND^' Roof Tile
Interdependent
82
stainless steel
concrete
Adhesive-
TRIMLOCK
TRIMLOCK
or
clay or
DAP Foam DAP Foam 'Touch In Seal StormBond
Interdependent
148
stainless steel
concrete
Roof Tile Adhesive"
TRIMLOCK
Aluminum
clay or
DAP Foam DAP Foam "Touch 'n Seal StormBond
Interdependent
61
concrete
Roof Tile Adhesive"
Galvalume°,
TRIMLOCK PLUS
aluminum or
clay or
DAP Foam DAP Foam "Touch'n Seal StormBond
Interdependent
61
stainless steel
concrete
Roof Tile Adhesive"
NEMO ETC, LLC
Certlf sate ofAuthoruct n #32455
7- EDITION (20201 FBC NON-HVHZ & HVHZ EVALUATION
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor
Evaluation Report E30240.08.08-RS
FLS374-R6
Revision 5: D9/29/2020
Page 5 of 7
NNEMOjetc.
5.7 Refer to t e tile adhesive manufacturer's published installation instructions for adhesive paddy placement details.
D "IN EPENDENT" paddy placement: Each individual tile is bonded to the hip & ridge anchor in its own, single
foa paddy or continuous foam ribbon; tile head laps are not bonded. Allowable performance data for
"IN EPENDENT" paddy placement has a 2 to 1 margin of safety applied to ultimate performance.
➢ "IN ERDEPENDENT" paddy placement: Each individual tile is bonded to the hip & ridge anchor in a foam
pad y, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the hip & ridge anchor
dsi a single foam paddy. Allowable performance data for "INTERDEPENDENT" paddy placement has a 4 to
1 m rgin of safety applied to ultimate performance.
6.1 The roo1� deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ)
attached in accordance with FBC Chapter 23 to the satisfaction of the Authority Having Jurisdiction.
6.2 TRIML 1 K or TRIMLOCK PLUS shall be free of dust, debris, oils or other bond -breaking substance prior to
placeme t 3f adhesive.
6.3 TRIMLO K shall be installed using min. 11 ga. x 1'/.-inch long x 3/8-inch head diameter galvanized annular ring
shank n iIs spaced 6-inch D.C. along both deck -flanges. Fasteners shall be positioned %-inch from the outside edge
of each eck-flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3;
RAS 119 Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3.
6.4
allow it
6.4.1 It is
K PLUS shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of tile
centered beneath each 1.5-inch wide deck flange. Place the TRIMLOCK PLUS into the wet adhesive and
I set-up prior to installation of roof tiles.
View of Tile Adhesive Placement for TRIMLOCK PLUS Installation
that the bond between the TRIMLOCK PLUS, the tile adhesive and the underlayment is not disturbed
or during placement of the ridge tiles.
NEMO ETC, LLC I Evaluation Report E10240.08.08-RS
Certificate ofAuthod on k32455 7'" EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision s: 09/29/2020
Page 6 of 7
ONEMOletc.
6.4.2 Data her in for TRIMLOCK PLUS 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, TM 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 Iota -level by the Authority Having Jurisdiction, listed specifically for use with the selected Approved tile
6.5 Tile shall Pe installed atop the hip & ridge anchor in accordance with the tile adhesive manufacturer's Approved,
publishel installation instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall
be packe and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI Florida
High Wi d Concrete and Clay Roof Tile Installation Manual, Sixth Edition or RAS 118, RAS 119, RAS 120
As
this
FL
...R::o..............
7r 14ip / Ridge Tile
::::E "' . Tile Adhesive
::::.
`.+.:
Trim Lock Plus
'4— Mortar or Weather Block
Adhesive
_ Tile Adhesive
View of TRIMLOCK PLUS Installation after Weather Blocked
by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
Testing, Inc., an Intertek Company — QUA1844; (847) 718-6307; naura.alcheikhCa7intertek.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC I Evaluation Report E30240.08.08-RS
Cenificateo)Authanzati n#32455 7'" EDITION (20201 FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 7 of 7