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EVALUATMON REPORT EOCC
East Coast Metals,Inc. Evaluation Report E10240.08.08.114
2301 West 8 Lane FL5374-R4
Hialeah,Fl.33010 Date of Issuance:09108/2009
Revision 4.-03/17/2015
SCOPE:
This Evaluation Report Is issued under Rule 61GZ0-3 and the applicable rules and regulations governing the use of
construction materials in the Smote of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for
use of the product under the Florida Building Code and Florida Building Code,Residential Volume. The products described
herein have been evaluated for compliance with the 5n'Edition(201 4)Florida Building Code sections noted herein-
DascRlPnoiv: East Coast Metals Channel Metals
LABEt1IVG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
COronNUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.if the product changes or the
referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AnvERnsEmEmr: The Evaluation Report number preceded by the words 'Trinity{ERD EvaluatedO may be displayed in
advert Using literature. if any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
WspiicnoN: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 atthe job site at the request of-the Building Official.
This Evaluation Report consists of pages 1 through 7.
Prepared by:
`icuept+nrr,
f'��'�'•'��''y�w 'tbalaabs3ssedaGPeaHBcr+sau�horised6gaokertNtemN¢R
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Robert J.M.Nieminen P.E. % -."s��is�:.;' PEanl813T/2W5-ihbd=ma=nreosaneteerts`rat, oa-d
Florida Reg istradanNo..59266,RoddoDCAANE1983 i`'.' �;;.i5%� dascraeasS eea�^dnaca�+trst a'�s'er�""e+ued�oshe
'JJJl�r,a:,:n��� 7mdaaApgracalAdmtnistrataatdtothemciCdiwlu �
CERTWICATION OF 1NDEPERVENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturling or
distributing products it evaluates. ,
mpany manufacturing or distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any co
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing produlcts for
which the evaluation reports are being issued.
4. Robert Nierninen,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 TrinitylERD 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.
Reviewed For
Code Compliance
WayvL&ShMna4.i
01/22/2019
File Copy
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ROOFING COMPONENT EVALUATION:
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1. SCOPE:
Produce:Category: Roofing
Sub-Category: Roofing Accessories that are an integral Part of the Roofing 5ystem
Compliance Statement: East Coast Metals Channel Metals,as produced by East Coast Metals,have demonstrated compliance
with the fallowing sections of the Florida Building Code through testing in accordance with the following Standards. Compliance
is subject to the installation Requirements and I.Imitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard year
1507.3.7 Installation,no"VHZ FRSAf R1April2012(04-12) 2012
1518.8.1 Installation,HM RAS 118,n9&120 1995
1523.632-2 Static upliftilesistance TAS 101 1995
1711.2.1 Static Uplift Resistance 58CCI SSID 11 1997
3. REFERENCES:
E Examination Reference Date
ERD(TST6049) Static Uplift Resistance E4273&08 3 08/23/2023
ERD CIST6049) Static Uplift:Resistance ECMI-SC679512.1.1-1 02/27/2015
ERD(t5TSO49) Static Uplift Resistance ECM-SC67951214-2 02/27r015
Florida TEC(rSr7393) TAS 201 S30.62811 10/27/2020
PRI CM13878) TAS 101 ECM•001-02-01 09/21/2001
PRI(TS'f5878) TAS 101 ECM-003-o2-01 06/1312003
PRI"15878) TAS 101 ECM-004.M-01 06/3/2008
PRI(TSTS878) TAS 101 ECM-005-0Z-01 06/13/2008
PRI(rSi5878) TAS 101 ECM-M&M-01 06113/2008
PRI(TSi S878) TAS 101 ECM-007-0Z-01 06/13/2008
PRI(TST5878) TAS 101 ECM-008A2-111 6/93J2008
Florida Building Code AttarhmentRequirements FRSA/MIA ri1201 {0�12 04/Z 7�
Florida Building Code-HVHZ Attachment Requirements RA!2 8; 9 and 120 2995
East Coast Metals Metal Quality Mucertifitations Vadous
Architectural Testing(QUA1844) Quality Control articipation Letter Exp.12/31/20i8
4. PRODUCr DESCRIPTION:
4.1 Hip & Ridge Channel Metal: Pre-farmed metal cha el
designed for use as a hip and ridge base to winch roo Iles
are bonded in FBC Approved roof tile adhesive.
Hip&Ridge Channel Metal is available in 119-3/ 'rich L`
3/8-inch)length by 25,3,35,4,5,6 or7-inch q /8-inch)
heights with 154rich(_1/16-inch)deck-flanges. G
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Exterior Research and Design,LM Evaluation RepartE10M40.08.08-R4
rertiffeara a/Autharrradan tl9SD3 PM74-R4
Revtaian 4.D3/17/Z015
Paget of
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42 Trim Lock Channel Metal: Pre-formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof the adhesive. Trim lock
Channel Metal Is characterized by Its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying tile adhesive.
Trim Lock Channel Metal is available in 129 3/34nch L+
3/8")length by 3,3.5,4,5 or 6-inch(±3/8-inch)heights
with 1.S-inch(t 1/16-inch)deck flanges.
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4.2 Trim Lock Plus Channel Metal:Pre formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof file adhesive. Trim Lock
Plus Channel Metal Is characterized by its profiled and
perforated upper horizontal flange designed to receive f' ,
and allow for interlock with the overlying the adhesive Al
and its perforated deck flanges,designed for Installation
atop the roof underlayment via placement in FBC f pr f
Approved roof tie adhesive, which flows-through and i
interlocks with the underlying adhesive.
Trim Lock Plus Channel Metal is available in 119-3/8-inch'
(+_3/8")length by 3,3.5,4,5 or 6-inch(±3/8-inch)heights 1,
with 2.5-inch(±1/164neh)deck-flanges. ! r
r/
4.4 East Coast Metals Channel Metals are fabricated of the following metals:
a Galvanized Steel: Min.0.019±0.002 inch,ASTM A653(6-90),min.33 KSi.
a Galvalume Steel: Min.0.0191:0.002 Inch,ASTM A792,AZ55,min.35 KSL
Aluminum: Min.0.032±0.002-inch,ASTM 13209,3003-1i14,min.21 K51.
D Stainless Steel: Miq.0.019±0.002-inch,ASTM A240/A480,7304,min.35 KSi-
5. LiMITATiows:
5.1 This is a building code evaluation. Neither Trtnity(ERD nor Robert Nleminen, 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.
Exterior Research and Design,UC. Evaluation Report 9 0240.08-dB-R4
Cerawco z gfAmar&adan msaa F15374-114
Revision A:03/17/203S
Page 3 of 7
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TPJNITY [RD
5.2 FOR WHZ1URISDICUONS:
5.7-1 For Hip &Ridge Channel Metal or Trim tack Channel Metal,refer to F13C RAS 118,Drawing 3.3, Detail 3;RAS in,
Drawing 12, Detail 3;or RAS 120,Drawing 15, Detail 3. Fbr Trim Lock Plus Channel Metal,refer to the installation
Instructions herein.
S.Z.2 For HVHZ jtnisilfcdons,installations of Nip&Ridge Channel Metal and Trim Lock are prescriptive by RAS 218,119 and
120,and the data in Tables 1A and 18 is supplemental to these prescriptive allowances.
Installations of Trim Lock Plus are limited to projects having a required moment resistance(M,)or uplift resistance(FJ,
as determined in accordance with RAS 127,not greater than the following.values.
Referto the file adhesive manufacturer's published Installation instructions for adhesive paddy placement details.
Y 'INDEPENDENT"paddy placement means each individual the is banded to the Channel Metal in its own,single
foam paddy; file head laps are not bonded. This method is limited to 2-part Ile adhesives. Allowable
performance data below for aiNDEPENDEUr paddy placement already has a 2 to 1 margin of safety applied to
ultimate performance.
D- -INTERDEPENDENT°paddy placement means each individual the is banded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the file head lap,or two tiles are banded to the Channel Metal using a single
foam paddy. Allowable performance data below for"INTERDEPENDENT"paddy placement already has a 4 to a
margin of safety applied to ultimate performance.
TABLEIA:Pfakt MCELIMrrATIONS-HVHLIP413EnevnsnaPADBYPLAcRrtr
j2Tb1MWAGMCFSAFX-TV ADVAPaum)
Hh,/Mdge Metal Adhesive AllmnWe Performance.
Design Metal Type Tile TVpe Placement Moment Based Uplift Based
Mr(ft lh F(Ibf)
Hip&Ridge galvanized day or 3M"2 Component Foam independent 127 169
Channel Metal concrete RoofTde Adhesive AH-160
Trim cock galvanised,Galvatume°, day or Slow 2-Component Foam Independent 172 159
aluminum or stainless steel conerete RoofTile Adhesive AH-160
Trim Lock Plus galvanized,Galvalume°, day or 3M13 2-Component Foam Independent 177 165
aluminum orstafnlesssteel concrete RoofTile Adhesive AH-16D
TABLEIB:PmmRN1ANMLiM[rAMONS-HVH7,INTEMEPOMENTPA4DYPLgMMEM'
(4Ta s r&RG1NaF5AFWAcaE4UWAPvusn)
H, /Ridge Mefai Adhesive Allowable Performance
Tile Moment Based Uplift Based
Design Metal Type Type Placement Mt(ft Ibf) F'(Ibf)
Trim Lode orTrim galvanized,Gahralumea, day or 3M"'2-Component Foam Interdependent 95 88
Lock Pius aluminum or stainless steel concrete Roof Tile Adhesive AH-160
Trim Lode galvanized;Gahralumea, day or SW Roof Tile Adhesive Interdependent 99 94
stainless steel concrete RTA 1
Trim Lock aluminum clay or 3M"'Foam Roof rite Interdependent 90 84
concrete Adhesive RTA-1
Trim Lack Plus galvanized,Galvatume°, day or 31%* Foam Roof Tile interdependent 90 84
aluminum orstainiess steel concrete Adhesive RTA-1
Trim Lode galvanized,Gafvalumea or day or a1LE BOND'Roof Tile Interdependent 223 117
stainlesssteel concrete Adhesive
day or THE BOND"Roof Tile Interdependent 79 73
Trim Lock aluminum concrete Adhesive p
Trim Lock Plus galvanized'Garvalume", day or TiLE BOND'"Roof Tile Interdependent 79 73
aluminum or stainless steel concrete Adhesive
Trim lack galvanized,Galvatume°or day or Touch'n Seat StormBond
stainless steel concrete Roof Tile Adhesive interdependent 146 139
Trim Lack Aluminum concrete
Touch'n Seal 5tormBond Interdependent 58 54
concrete Roof Tile Adhesive
Trim Lock Plus galvanized,Gahralume°, day or Touch'n Seal 5tormBcnd Interdependent 58 54
aluminumorstafnlesssted concrete Roof Tile Adhesive
Exterior Research and Des?%LLC- Evaluation Report E'YOE40.08.08-84
CerbricateofAudwkotloaWO • F1.5374-114
Revision 4:03117/2015,
Page 4 of
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T 6y ER6
5.3 FOR NON-Hi H2JURISDICTIONS:
531 For Hip&Ridge Channel Metal or Trim Lock Channel Metal,refer to FRSA/TRI April 2012(04-12). For Trim Lock Plus
Channel Metal,referto the installation instructions herein j
53.2 For non-HVH7,installations are limited to projects having hip and ridge design pressure requirements,determined in
accordance with Table 1A of FRSA/"tRi April 2012 (04-12), not greater than the following values. Refer to the tie
adhesive manufacturer's published installation instructionsfor adhesive paddy placement details.
> "INDEPENDENT'paddy placement means each individual file is bonded to the Channel Metal in Its own,single
foam paddy-,tale head laps are not bonded. This method is limited to 2-part file adhesives. This method is limited
to 2-part tile adhesives. Allowable performance data below for"INDEPENDENT"paddy placement already has a 2
to 1 margin ofsafety applied to ultimate performance.
D "INTERDEPENDENT"paddy placement means each individual the is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the file head lap,or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for"iNTERDEPENDENT'paddy placement already has a 4 to i
margin of safety applied to ultimate performance.
TA6LE2A:PEnpoaMAwceliMn•ATiams—RioN44VB•i2;InmgFgMavrPAnDYPLACEME r
(.ZTo1 WMGnU 0FS4WVAL MWVAFMW)
Hip/Ridge Metal Tt7e Adhesive Allowable Uplift;
Design Metal type Type Placement 1Psfa
Hip&Ridge day or 3M`a 2-Component Foam Roof
Channel Metal galvanized concrete Tile Adhesive AH-160 Independent 169
galvanized,Galvalumee,aluminum or day or 3M"'2-Component foam Roof
Trim Lock stainlesssteel concrete TiileAdhesive AH-160 Independent Y73
Trim Lock Plus galvanized,Galvalume°,aluminum or day or 3W 2-Component foam Roof Independent 178
stainless steel concrete Tile Adhe nmAH160
TAatE213:PERFuRmANcEU=ArtoNs—Nc)N4llHZ,INrgmEP=MTPADDYPLAamoNT
(4=1 WARMN°FSAFMALRFAorAFFUED)
Hip/Ridge Metal 'rile Adhesive Allowable Uplift
Design MetaiType Type Placement 1psfl
Trim Lodc or Trim galvanized,Galvalumeg,aluminum or day or 3M-2 Component Foam Roof
98
Lock Plus stainless steel concrete Tile AdhesiveAH-160 interdependent
Trim Lock galvanized,Galvalume=or stainless day or 3M-Foam RoofTile Adhesive interdependent 110
steel concrete RTA-1
Trim L°dc aluminum day or 3M"'Foam RoofTile Adhesive concrete RTA 1 Interdependent 93
Trim Lack Plus galvanized,Gaivatume°,aluminum or day or 3Mw Foam Roof Tile Adhesive interdependent 93
stainless steel concrete RYA-1
Ttim Lock galvanized,Galvaiumea orstainiess day or TiLE BOND"'RoofTde Adhesive Interdependent Y52
steel concrete
Trim Lock aluminum cam°fie TILE BOND"'RoofTileAdhesive Interdependent 82
Trim Lock Plus galvanized,Galvalume9,aluminum or day or TILE BOND"'Roof Tile Adhesive Interdependent 82
stainless steel concrete
galvanized,Galvalumee or stainless day or Touch'n Seal StormBond Roof
Trim Lock steel concrete Tile Adhesive interdependent Y48
Trim loci Aluminum day or Touch'n Seal Stonmllond Roof interdependent 61
concrete Tile Adhesive
galvanized,Galvalume°,aluminum or day or Touch'n Seal StormBond Roof
Trim Lock Plus stainless steel concrete Tile Adhesive Interdependent 6Y
Eatertor Research and Design,LLC. Evaluation Report E10240.08.08-R4
elmfrmteofAuthorlandkm4950 FI9374-144
Revislon 4-C3/17/2015
Page 5 of 7
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MNITY ERV
6. INSTALLATION: I'
6.1 The roof deck shall be minimum 35/32-inch plywood(non-HVHZ)or minimum 1W24nch plywood(HVHZ)attached In
accordance with FBC Chapter 23 to the satisfaction of the AHJ.
6.2 Hip&Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min.11 ga.x lY-inch long x 3/&inch
head diameter galvanized annular ring shank na3s spaced 64nch oc. along both deck-flanges. Fasteners shall be
positioned V Inch from the outside edge of each deck-flange,set in a bed plastic roof cement. For F3C HVHZ,refer to
FBC RAS 118,Drawing 13,Detail 3;RAS US,Drawing 12,Detail 3,or RA5 220,Drawing 15,Detail 3.
6.3 Trim Lack Plus Channel Metal 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 Trim Lock Plus Channel Metal into the inlet
adhesive and allow It to setup prior to installation of roof tiles.
..�..
N.
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t ..•r `
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View of Polyset AH160 Placementfor'i rim Lock Plus Channel Metal Installation
6.3.1 it is critical that the bond between the Trim Lock Plus Channel Metal,the tie adhesive and the underlayment is�not
disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codified'30/90'system or other FBC Approved roof underiayments listing approved
use of the subject tie adhesive.
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Extarior Research and Des]M I.I.C. Evaluation Report EYOM.08,06-R4
Certificate ajAutharlratlan MSe3 FLW4-R4
Revision 4:o3j17/EOYS
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III TRINITY
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GA Tile shall be installed atop the Channel Metal in accordance with the file adhesive manufacturer's Approved,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 FRSAA/TRi April 2012(04-12)or RAS
118,RAS 11%RAS 120 requirements.
Hip/Ridge Tile
r.
f/.'`i;`% ; •. ,�_ Tile Adhesive
• :.a;.t \+:.3 `,ti Trim Lock Plus ,
f.ri �•� +;� t`�a��•Q:
�'• •`t f :'' Mortar or Weather Block
Adhesive
'fit i}••i i- � -.- ��••.i f
I J t •st-=•r -i9` \`�:r::. :rr r :e- a 'file Adhesive
View of Trim lock Plus Channel Metal Installation after Weather Blocked j
6.4.1 Channel Metal shall be free of dust,debris,oils or other bond-breaking substance priorto placement of adhesive.
7. BuiLoamG PERMrr Rr-QuiitEtlff m:
As required by the Building Official or Authority raving Jurisdiction in order to property evaluate the Installation of this product.
S. MANUFACrURiNG PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61620-3 QA requirements.
9. QUALM AmuRANCE ENm:
Architectural Testing,Inc. —QUA180,(717)764-7700
-END OF EVALUATION REPORT-
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Exterior Research and Design,r a r Evaluation Report E2024t1:08.08-114
on4tmteofAuthaekadaa 99903 FI5374-114
Revrsion 4:03/17/2015
Page 7 af7
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INITI
ER
EXTERIOR RESEARCH a DES,GN,LLC.
FL CERTIFICATE OF AUTHORIZATION#9503
September 6, 2017
RE: East Coast Metals, Me.
East Coat Metals Channel MatalE
6" Edition (201 7) FBC HVs:Z
Affirmation of FL5374-P,4
To Whom It May Concern:
This letter serves to document that we have reviewed Florida Product Approval File No. FL5374-R4,
and the Evaluation Report which forms the basis thereof,with respect to the 6`'Edition(2017)Florida
Building Code,High Velocity Hurricane Zone sections set forth in Section 2 of our Evaluation Report.
f
There are no changes to the Code that affect the Evaluation Report, and we have authorized the
applicant, East Coast Metals,Inc.,to document compliance with the 6`h Edition (2017) Florida Building
Code, HVHZ through the Affirmation Process.
Please contact our Connecticut office with any questions.
Respectfully submitted,
Robert Nieminen, P.E.
Vice President
Florida Reg.No.59166
robertniemine_n@trinityerd.carn
CERTIFICATION OF INDEPENDENCE:
L. Trinity IERD 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. Trinityl ERD 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 Trinity I ERD 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. 1
BUILDING SC,ENCE RESEARCH I DESIGN i CONSULTATION
MAIN OFFICE: 80 YESLER WAY,SUITE 200 1 SEATTLE. WA 98104 1 TEL: 206 467 0054 1 FAX:206 267 0267
CONNECTICUT: 353 CHRISTIAN STREET,UNIT 13 1 OXFORD, CT 06478 1 TEL:203 262 9645 1 FAX: 203 262 9243
LABORATORY: 10 MAUNEY COURT I COLUMBIA.SC 29201 1 TEL:603 988 8133 1 FAX:803 988 811 1
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