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HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFING ACCSSESORIES1/14/2021 Florida Building Code Online
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Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL5374-R6
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer East Coast Metals, Inc.
Address/Phone/Email 7905 W. 20th Avenue
Hialeah, FL 33014
(305) 885-9991
acastellanos@eastcoast-metals.com
Authorized Signature Tom Castellanos
acastellanos@eastcoast-metals.com
Technical Representative Tom Castellanos
Address/Phone/Email 7905 W. 20th Avenue
Hialeah, FL 33014
(305) 885-9991
tom@eastcoast-metals.com
Quality Assurance Representative Andrew Castellanos
Address/Phone/Email 7905 W. 20th Avenue
Hialeah, FL 33014
(305) 885-9991
andrew@eastcoast-metals.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
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
Evaluation Report
Robert Nieminen
Florida License PE-59166
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL5374_R6_COI_2020_01_COI_NIEMINEN.pdf
Referenced Standard and Year (of Standard)Standard Year
FRSA/TRI (09-18)2018
RAS 118 2020
RAS 119 2020
RAS 120 2020
SSTD 11 1997
TAS 101 1995
1/14/2021 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtVSv8n70DFXfTAzV6GMEbUpLHfA5CWUPE%3d 2/2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/29/2020
Date Validated 10/05/2020
Date Pending FBC Approval 10/12/2020
Date Approved 12/15/2020
Summary of Products
FL #Model, Number or Name Description
5374.1 TRIMLOCK and TRIMLOCK PLUS Preformed hip & ridge anchor designed for use with adhesive-
set roof tile.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-178
Other: 1.) Refer to Evaluation Report Section 5 for Limits of
Use. 2.) The design pressure herein pertains to use in non-
HVHZ jurisdictions in conjunction with Table 1A of FRSA/TRI
(09-18). Refer to Tables 2A and 2B in the Evaluation Report for
all options and associated allowable design pressures.
Installation Instructions
FL5374_R6_II_2020_09_29_FINAL_ER_ECM Trim
Lock_FL5374-R6.pdf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5374_R6_AE_2020_09_29_FINAL_ER_ECM Trim
Lock_FL5374-R6.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed 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. If 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, F.S., please click here .
Product Approval Accepts:
NEMO|etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION REPORT
East Coast Metals, Inc.
7905 W. 20th Avenue
Hialeah, FL 33014
(305) 885-9991
Evaluation Report E10240.08.08-R5
FL5374-R6
Date of Issuance: 09/03/2008
Revision 5: 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 desc ribed herein have been evaluated for
compliance with the 7th Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor
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#)
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 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
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 produ cts 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.
©2019, NEMO ETC, LLC
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 2 of 7
ROOFING COMPONENT EVALUATION:
1.SCOPE:
Product Category: Roofing
Sub-Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: TRIMLOCK and TRIMLOCK PLUS, as produced by East Coast Metals, have demonstrated
compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations
/ Conditions of Use set forth herein.
2.STANDARDS:
Section Property Standard 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
3.REFERENCES:
Entity Examination Reference Date
ERD (TST6049) Static Uplift Resistance E42730.08.13 08/23/2013
ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-1 02/27/2015
ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-2 02/27/2015
Florida TEC (TST7393) TAS 101 S10-628R 10/27/2010
NEMO (TST6049) Tensile adhesion 4i-ECM-20-SSCRT 09/29/2020
PRI (TST5878) TAS 101 ECM-001-02-01 09/21/2001
PRI (TST5878) TAS 101 ECM-003-02-01 06/13/2008
PRI (TST5878) TAS 101 ECM-004-02-01 06/13/2008
PRI (TST5878) TAS 101 ECM-005-02-01 06/13/2008
PRI (TST5878) TAS 101 ECM-006-02-01 06/13/2008
PRI (TST5878) TAS 101 ECM-007-02-01 06/13/2008
PRI (TST5878) TAS 101 ECM-008-02-01 06/13/2008
East Coast Metals Metal Quality Mill Certifications Various
Intertek/ATI (QUA1844) Quality Control Participation Letter 03/11/2015
Intertek/ATI (QUA1844) Quality Control Florida BCIS Current
4.PRODUCT DESCRIPTION:
4.1 TRIMLOCK:
Pre-formed metal channel designed for use as a hip and ridge
base to which roof tiles are bonded in FBC Approved roof tile
adhesive. TRIMLOCK is characterized by its profiled and
perforated upper horizontal flange designed to receive and
allow for interlock with the overlying tile adhesive.
TRIMLOCK is available in 119-3/8-inch (+
4, 5 or 6-inch (+ 3/8-inch) heights with 1.5-inch (+ 1/16-inch)
deck-flanges.
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 3 of 7
4.2 TRIMLOCK PLUS:
Pre-formed metal channel designed for use as a hip and ridge
base to which roof tiles are bonded in FBC Approved roof tile
adhesive. TRIMLOCK PLUS is characterized by its profiled and
perforated upper horizontal flange designed to receive and
allow for interlock with the overlying tile adhesive and its
perforated deck flanges, designed for installation atop the roof
underlayment via placement in FBC Approved roof tile adhesive,
which flows-through and interlocks with the underlying
adhesive.
TRIMLOCK PLUS is available in 119-3/8-inch (+
3.5, 4, 5 or 6-inch (+ 3/8-inch) heights with 1.5-inch (+ 1/16-inch)
deck-flanges.
4.4 TRIMLOCK and TRIMLOCK PLUS are fabricated of the following metals:
Galvalume Steel: Min. 0.019 + 0.002-inch, ASTM A792, AZ55, min. 35 KSI.
Aluminum: Min. 0.032 + 0.002-inch, ASTM B209, 3003-H14, min. 21 KSI.
Stainless Steel: Min. 0.019 + 0.002-inch, ASTM A240/A480, T304, min. 35 KSI.
5.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 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.
5.3 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.
5.4 This Evaluation Report does not include evaluation of roof edge termination.
5.5 HVHZ JURISDICTIONS (e.g., Broward and Miami-Dade Counties):
5.5.1 For TRIMLOCK, 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 Installations of TRIMLOCK are prescriptive by RAS 118, 119 and 120, and the data in Tables 1A and 1B is
supplemental to these prescriptive allowances.
Installations of TRIMLOCK PLUS are limited to projects having a required moment resistance (Mr) or uplift
resistance (Fr), as determined in accordance with RAS 127, not greater than the data in Tables 1A and 1B.
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 4 of 7
TABLE 1A: PERFORMANCE LIMITATIONS HVHZ
INDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED)
Hip & Ridge Anchor
Tile
Adhesive Allowable Performance
Design Metal Type Type Placement
(See 5.7)
Moment Based
Mf (ft-lbf)
Uplift Based
TRIMLOCK
Galvalume®,
aluminum or
stainless steel
clay or
concrete
AH-
StormBond 2 Two-Component Roof
Independent 171 159
TRIMLOCK
PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete
AH-
Seal StormBond 2 Two-Component
Independent 177 165
TABLE 1B: PERFORMANCE LIMITATIONS HVHZ
INTERDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED)
Hip & Ridge Anchor
Tile
Adhesive Allowable Performance
Design Metal Type Type Placement
(See 5.7)
Moment Based
Mf (ft-lbf)
Uplift Based
TRIMLOCK
or
TRIMLOCK
PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete
AH-
Seal StormBond 2 Two-Component
Interdependent 95 88
TRIMLOCK Galvalume®,
stainless steel
clay or
concrete RTA- Interdependent 99 94
TRIMLOCK aluminum clay or
concrete
ICP
RTA- Interdependent 90 84
TRIMLOCK
PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete RTA- Interdependent 90 84
TRIMLOCK Galvalume® or
stainless steel
clay or
concrete Interdependent 123 117
TRIMLOCK aluminum clay or
concrete Interdependent 79 73
TRIMLOCK
PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete Interdependent 79 73
TRIMLOCK Galvalume® or
stainless steel
clay or
concrete Interdependent 146 139
TRIMLOCK Aluminum clay or
concrete Interdependent 58 54
TRIMLOCK
PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete Interdependent 58 54
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 5 of 7
5.6 NON-HVHZ JURISDICTIONS:
5.6.1 For TRIMLOCK, refer to FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition.
For TRIMLOCK PLUS, refer to the installation instructions herein
5.6.2 Installations are limited to projects having hip and ridge design pressure requirements, determined in accordance
with Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, not
greater than the following values.
TABLE 2A: PERFORMANCE LIMITATIONS NON-HVHZ
INDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED)
Hip & Ridge Anchor
Tile
Adhesive Allowable
Uplift (psf) Design Metal Type Type Placement
(See 5.7)
TRIMLOCK
Galvalume®,
aluminum or
stainless steel
clay or
concrete
- or
-
Independent 173
TRIMLOCK PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete
ICP - or
-
Independent 178
TABLE 2B: PERFORMANCE LIMITATIONS NON-HVHZ
INTERDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED)
Hip & Ridge Anchor
Tile
Adhesive Allowable
Uplift (psf) Design Metal Type Type Placement
(See 5.7)
TRIMLOCK or
TRIMLOCK PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete
- or
-
Interdependent 98
TRIMLOCK Galvalume® or
stainless steel
clay or
concrete - Interdependent 110
TRIMLOCK aluminum clay or
concrete ICP - Interdependent 93
TRIMLOCK PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete - Interdependent 93
TRIMLOCK Galvalume® or
stainless steel
clay or
concrete
DuPont de
Interdependent 152
TRIMLOCK aluminum clay or
concrete Interdependent 82
TRIMLOCK PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete
DuPont de
Interdependent 82
TRIMLOCK Galvalume® or
stainless steel
clay or
concrete Interdependent 148
TRIMLOCK Aluminum clay or
concrete
DAP Foam DAP Foam
Interdependent 61
TRIMLOCK PLUS
Galvalume®,
aluminum or
stainless steel
clay or
concrete Interdependent 61
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 6 of 7
5.7 Refer to the tile adhesive
: Each individual tile is bonded to the hip & ridge anchor in its own, single
foam paddy or continuous foam ribbon; tile head laps are not bonded. Allowable performance data for
: Each individual tile is bonded to the hip & ridge anchor in a foam
paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the hip & ridge anchor
1 margin of safety applied to ultimate performance.
6.INSTALLATION:
6.1 The roof 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 TRIMLOCK or TRIMLOCK PLUS shall be free of dust, debris, oils or other bond-breaking substance prior to
placement of adhesive.
6.3 TRIMLOCK shall be installed using min. 11 ga. x 1¼-inch long x 3/8-inch head diameter galvanized annular ring
shank nails spaced 6-inch o.c. along both deck-flanges. Fasteners shall be positioned ¾-inch from the outside edge
of each deck-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 TRIMLOCK PLUS shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of tile
adhesive centered beneath each 1.5-inch wide deck flange. Place the TRIMLOCK PLUS into the wet adhesive and
allow it to set-up prior to installation of roof tiles.
View of Tile Adhesive Placement for TRIMLOCK PLUS Installation
6.4.1 It is critical that the bond between the TRIMLOCK PLUS, the tile adhesive and the underlayment is not disturbed
prior to or during placement of the ridge tiles.
NEMO|etc.
NEMO ETC, LLC Evaluation Report E10240.08.08-R5
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6
TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020
Page 7 of 7
6.4.2 Data herein 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-
.
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 the selected Approved tile
adhesive.
6.5 Tile shall be installed atop the hip & ridge anchor
published installation instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall
be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI Florida
High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or RAS 118, RAS 119, RAS 120
requirements.
View of TRIMLOCK PLUS Installation after Weather Blocked
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Hialeah, FL
9. QUALITY ASSURANCE ENTITY:
Architectural Testing, Inc., an Intertek Company QUA1844; (847) 718-6307; naura.alcheikh@intertek.com
- END OF EVALUATION REPORT -