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FL #
FL5374-R5
Application Type
Affirmation
Code Version
2017
Application Status
Approved
Comments
Archived
product Manufacturer
Fast Coast Metals, Inc.
Address/Mone/Email
2301 West 8 Lane
Hialeah, FL 33010
(305)SBS-9991
acastellanos@eastcoast-metals.com
Authorized Signature
Tom Castellanos
acastellanos@eastmast-metals.com
Technical Representative
Tom Castellanos
Address/Phone/Email
2301 West 8 Lane
Hialeah, R 33010
(305)885-9991
traetellanos@eastruast-metals.mm
Quality Assurance Representative
Howard Calendar In
Address/Phone/Email
2301 West Lane
Hialeah, FL 33010
(305)885-9991
hcallender@eastcoast-metals.com
Cate9o^/
Roofing
Subcategory
Roofing Accessones that are an Integral Part of the Roofing
System
Compliance Method
Evaluation Report from a Monte Registered Architect Or a Licensed
Florida Professional Engineer
Evaluation Report - Harccopy Received
Florida Engineer or Architect Name who developed the
Robert Nlernmen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
Architectural Testing, Inc, an Intertek Company
Quality Assurance Contract Expiration Data
12/31/2020
Validated By
John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certifrate Of Independence
FL5374 R5 COI 2015 01 Col N' df
RefeRnced Standard and year (of Standard!)
Marchand
Year
FRSA(TRI April 2012(04-12)
2012
RAS 118
1995
RAS 119
1995
RAS 120
1995
SBCCI SS1D 11
1997
TAS 301
1995
Equivalence of Product Standards
Certified By
Sections from the ads
+ I affirm Mat there are no changes In the new Honda Building
Code which affect my pmtluct(s) and my protluQ(s) are Ia
compliance with the new Florida Building Cade.
Documentation fmm approved Evaluation or Validation Enter yes No N/A
Product Approval Method Method 1 Option D
Date Submitted 09/06/2017
Date Validated 09/06/2017
Data Pending FBC Approval
Date Approved 09/10/2017
Summary of Products
FL a
Model, Number, or Name
Description
5324.1
East Coast Metals Channel Metals
Prefarmed metal channels designed far use as a hip A ridge
base to which roof tlle5 are bonded.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
impact Resistant: N/A
Design Pressure: +N/A/-128
Other: 1.) Refer to Evaluation Report Sections 5.2 and 5.3 far
Limits of Use in HVHZ and non-WI2 jurisdictions, respectively.
2.) The design pressure herein pertains to use in non-HVHZ
InatsI= Instructions
5532RS II 2015 04 NAI ER E M T' -k F 24
gyggl
Venfied By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
Fl n374 RS AE 2015 03 FINAI M Trim k
114.odf
Jurisdictions In conjunction with Table SA of FRSA/rR1 April
2012 (04-12). Refer to Tables 2A and 25 in the Evaluation
Created by Independent Third Parry: Yes
Report for all options and associated allowable design
pressures.
Sac --1
ca. be:: i6oy gab phonea tin]-1824
TM Srah or nonda a an WEM employee �novn e nM innl-]T+�,m iFerd�-prwro er. mrm e... b � n.,.res•t mmr
Under FbrNa law-1 a nnmmeer..��w.�.....w. rn.-.x.--......._.,. .. _.
address whkA qn he made available b re Public. To deMnmh
Pndutt APprwtl AwpY:
®RUB®
Cieddfi_Card
Sole
TfiRINITY
ERD
EXTERIOR R6FARO1 Is DESIGN, U.C.
LL CF0.TFIGTF OF AIRHORRATON M9SO3
September 6, 2017
RE: East Coast Metals, Inc.
East Coat Metals Channel Metals
6' Edition (2017) FBC HVHZ
Affirmation of FL5374-R4
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 a Edition (2017) Florida
Building Code, High Velocity Hurricane Zone sections set forth in Section 2 of our Evaluation Report.
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'" Edition (2017) Florida Building
Code, HVHZ through the Affirmation Process.
Please contact our Connecticut office with any questions
Respectfully submitted,
.-f
Robert Nieminen, P.E.
Vice President
Florida Reg. No. 59166
robemieminer0printlyerd com
COMFORT. IXDFO ...OF:
1. Trinity l ERD does not have, nor does it intend to acquire or wit) ltacquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity l 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 productsfor
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 ofthe
product.
S. This is a building code evaluation. Neither Trinity l ERD nor Robert Nieminen, P.E.are, in anyway, 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.
BUILDING SCIENCE 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 803 988 8133 1 FAX: 803 988 Bit I
TRINITY ERD
EXTERIOR RESEARCH & DESIGN, I.I.C.
Lertlficare olAutlrorizgtion p95W
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
East Coast Metals, Inc. Evaluation Report E10240.08.08-R4
2301 West 8 Lane FL5374-R4
Hialeah, FL33010 Date of Issuance: 09/03/2008
Revision 4:03/17/202S
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 and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5rh Edition (2014) Florida Building Code sections noted herein.
DESCRIPRON: East Coast Metals Channel Metals
LABELING. Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPDRNCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Cade 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. Trinity l ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AOVEM MENT: The Evaluation Report number preceded by the words "TrinityjERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
IN9PELTION: 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:
�� iiXe-59T!) ti
Robert J.M. ef1o"..-..7, "ba.'T
Florida Regibaion No. 59166, Florida ThekuMieswlappearl .rw9eawwaree weosm x�m.m
OCAANEI98? "�`S�i;"a^k d ono3/S/ ed, maeos mrttrvan.�.kamnionr.�.d
'aaeowmem.sN.ee,�me n.wagee nre x..,aromimerom.
PWu6RppmvlMminbbrtunNw ehe narte d.1
Cq}IFKATOX OF INDEPEXOENCE:
1. Trinityl ERD 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 Nleminen, 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 l 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance
with the following sections of the Florida Building Cade through testing in accordance with the following Standards. Compliance
is subject to the Installation Requirements and Umitations / Conditions of USE set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1502.3J
1.11iltion, non-HVHZ
FRSA/TRI April 2012(W-12)
2012
1518.8.1
Installation, HVHZ
RAS 118,119&120
995
1523.6.5.2.2
Static Uplift Resistance
TAS 101
1995
1711.2.1
Static Uplift Resistance
SBCO SSTO 11
1992
3. REFERENCES:
Entity
Examination
Reference
Date
ERD(TST6049)
Static Uplift Resistance
E42230.08.13
08/23/1013
ERD(T5T6049)
Static UPIIR Resistance
ECM-SCE795.12.14-1
02/27/2015
END (TST6049)
State Uplift Resistance
ECM-SC6795.12.14-2
02/27/20Z
Flndda TEC(TST/393)
TAS 101
51O-628R
10/27/2010
PRI tFST5878)
TAS 101
ECM401-02-01
09/21/2001
PRI tM5828)
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
O6/13/200ll
PRI (TST58781
TAS 101
ECM-006.01-01
06/13/2008
PRI (rM878)
TAS 101
ECM-007-02-01
06/1312008
PRI (I'M828)
TAS 101
ECM-008-02-01
O6/13/2008
Florida Building Castle
Attachment Requirements
FRSA/TRI April 2012(04-12)
04/2012
Florida Building Code -HVHZ
Attachment Requirements
RAS 118, 119 and 120
1995
EastCoastMetals
Metal Quality
Mill CertRlcations
Various
Architectural Testing(QUA3844)
Qualhy Control
Participation Letter
Up. 12/31/2018
4. PRODUCT DESCRIPTNIN:
4.1 Hip A, Ridge Channel Metal: Pre -farmed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof till adhesive.
Hip & Ridge Channel Metal Is available in 119-3/8-inch (±
3/2-inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7-inch (+3/8-inch)
heights with 1.5-inch L 1/16-inch) deck -flanges.
EMerlar Research and Dea ips, LLC. Evaluation Repnrt ESO2MI.M.Og-R4
[ertlfkallolAUOwrltatlon p9503 FL5324,114
Revision 4:03117/2015
Page 2 of 7
TRINITY ERD
4.2 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 tile 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 119-3/8-inch L
3/9-) length by 3, 3.5, 4, 5 or 6-inch L 3/8-inch) heights
with 1.5-inch (+ 1/16-inch) deck -flanges.
4.2 Trim Lock Plus Channel Metal: Pre -farmed 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
Plus Channel Metal 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 F8C
Approved roof the adhesive, which flows -through and
interlocks with the underlying adhesive.
Trim Lock Plus Channel Metal is available in 119-3/8-inch
(a 3/8") length by 3, 3.5, 4, 5 or 6-Inch L 3/8-Inch) heights
with 1.5-inch (+ 1/16-inch) deck -flanges.
4.4 East Coast Metals Channel Metals are fabrirated of the following metals:
➢ Galvanized Steel: Min. 0.019±0.002-inch, ASTM A653(G-90), min. 33 KSI.
➢ Galvalume Steel: Min. 0.019±0.002-Inch, ASTM A792, AZ55, min. 35 K51.
➢ Aluminum: Min. 0.032±0.002-inch, ASTM B209, 3003-1-134, min. 21 KSI.
➢ Stainless Steel: Min. 0.019±0.002-inch, ASTM A240/A480, T304, min. 3501.
S. LIMITAT10N5:
5.1 This is a building code evaluation. Neither TrhutylERD 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.
Exterior Research and Design, LLC. Evaluation aeport rme. 09.oe-0.9
Cocffmteo)AWhod,aVonp9503 E1537i0.4
Revision 4: 03/17/2015
Page 3 of 7
J TRINITY ERD
5.2 FOR HVHZ JURISDICTIONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119,
Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation
Instructions herein.
5.2.2 For HVHZ jurisdictions, installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
120, and the data In Tables 1A and IB Is supplemental to these prescriptive allowances.
Installations of Trim Lock 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 following values.
Refer to the the adhesive manufacturer's published installation instructions for adhesive paddy placement details.
➢ "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single
foam paddy; tile head laps are not bonded. This method is limited to 2-part tile adhesives. Allowable
performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to
ultimate performance.
➢ "INTERDEPENDENT" paddy placement means each Individual the is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the the 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 1
margin of safety applied to ultimate performance.
TABLE3A: PEprpRMARQI.N.tIrA11ON5-HVHZ,INDFPErr81FNMT PAbpYPtAQMRNr
(I m 3 MNDw of s V esYAlerpprawu[{If
Hip/Ridge
Metal
Tile
Adhesive
Allowable Performance
Design
Metal Ty,
Type
Placement
Moment Based
Uplift Used
M,Rt4bf)
F (II
Hip &Ridge
Channel Meal
galvanized
clayor
3Mw 2-Component Foam
Ind. Pendent
1Z)
169
concrete
Roof Tile Adhesive AHAW
Trim Lack
gaMnized,Gal.hme',
day or
3M 2-Competent Foam
aluminum orstaineas steel
concrete
Roof Tile Adhesive AH-160
Independent
lll
159
Trim Lock Plus
gaivarbed,Gabalume,
day or
3M'•2-Component Foam
Independent
IA
aluminum or stainless steel
cone
Roof Till Adhesive AH-160
1fi5
TMMIB:PDDMM,tNIELMiRATp 'HVH7,1R RDEPENDEM PADOYPNCEIRM
(4ro3MAXeasnseFErYURuwrappeslof
Hill] p/RMge Metal
Tile
Adhesive
Allowable Performance
Design
Metal TYPe
Type
Placement
Moment Bacetl
Uplift Based
M,(ft-lbf)
F (Ibq
Trim lock orTrim
galvanized, Galvalume',
dry or
3M"2-fomponent Foam
Lock Plus
aluminum or stainless steel
concrete
ROINTIIe Adhesive AH-160
Interdependent
95
g8
Trim Lock
vivniced, Galvaluoaa,
clay.,
3M RR.ofTile Adhesive
Interdependent
99
rtainlesssmal
concrete
RTA-1
p
94
Trim Lock
aluminum
clayor
310" Foam Roof Tile
Interdependent
90
Bull
concrete
Adhesive MA-1
Trim Lock Plus
gahwazed,Galvalume',
day or
3Me' Foam Roof Tile
aluminum orstainless steal
concrete
Adhesive MA-1
Interdependent
90
84
Trim Look
galvanized, Galveume' or
day or
THE BOND"' R..fTlle
stainless steel
concrete
Adhesive
Interdependent
123
117
Trim Lock
aluminum
day or
TILE BOND"' RoofTlle
Interdependent
79
73
concrete
Adhesive
Trim Lock Plus
phnnimEGinalume',
clay or
TILE BOND^'R.0 The
aluminum or stainless sted
concrete
Adhesive
InteN ependent
79
n
Trim Lock
galvanized, Galvalume
or
Touch'n Seal Stofineond
stainlesssteel
concrete
Roof Tlie Adhesive
Interdependent
146
139
Trim Lodz
Aluminum
clay or
Tou&'n Seal Stormilond
InteNependent
59
54
concrete
Roof TINAdhesive
Tdm Lock Plus
galvanized, GaNalume',
clay or
Touch'n Seal Stormaond
aluminum or stainless steel
concrete
Roof Tile Adhesive
Interdependent
SB
54
Eatenor Research and Design, I.I.C. Evaluation Report E102A0AR.oR-R4
CettMeoLeof.ufFuannho ssos F337LR4
Revision 4:03/1712015
Page 4 of]
TRi
INITY l ERD
5.3 FOR NON-HVHZIURISDICFIONS:
5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSAJTRI April 2012 (04-12). For Trim Lock Plus
Channel Metal, refer to the installation instructions herein
5.3.2 For non-HVH2, installations are limited to projects having hip and ridge design pressure requirements, determined in
accordance with Table IA of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the the
adhesive manufacturer's published installation instructions for adhesive paddy placement details.
D "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in Its own, single
foam paddy; tie head laps are not bonded. This method is limited to 2-part tile adhesives. This method is limited
to 2-part the adhesives. Allowable Performance data below for"INDEPENOENT" paddy placement already has a
to 1 margin of safety applied to ultimate performance.
D "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tile 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 1
margin of safety applied to ultimate performance.
TABIELL: PERFORMANCE LROIDMONs— NQUeli %y[NOEPEXMM PAWYPLAcRaW
fI N]MMOIMOF.WEIYACREppYAPWIEOf
Hip/Ridge Metal
Tile
Adhesive
Allowable UPliN
(psi)
Design
Metal Type
Type
Placement
Hip &Fol
galvanized
clay.,
3M`"2-Component Foam Roof
Channel Metal
concrete
Die Adhesive AH-16G
Independent
169
Tdm Lock
galvanized, Galvalumea, aluminum or
tlayor
310^2-Component Foam Roof
stainlesssteel
concrete
Tile Ache sive AH-160
Independent
173
Trim Lock Plus
galvanbed, Gahalume•, aluminum or
day or
3Mm 2-Component Foam Roof
stainlesssteel
concrete
Tile Adhesive AHAW
Independent
1]8
I'Mu2B: PS RM bmQ AT10RR—NON-NVHZ,IMEpOEPpR1ENr PAOGyptACEMENr
fa rot Mixaw OF starvuRGprvgz®l
HIP/Ridge Metal
Tile
Atlhesive
Allowable Uplift
(pzq
Design
metal Type
Type
Placement
Tdm lock orTrim
galvanized, Galva umee, aluminum or
day.,
We 2-Component Foam Roof
Lock Plus
stainlesssteel
concrete
Tile Adhesve AH-SW
pen
Interdependent
98
Tdm Lock
galvanized, Galvelumea or stainless
tlayor
3M'" Foam Roof Tile Adhesive
steel
concrete
RTA-1
Interdependent
11G
Trim Lock
aluminum
tlayor
31,4" Foam Roof Tile Adhesive
IMertlepentlen[
93
concrete
RTA-1
Trim Lock Plus
widemized, GeMal.....aluminum ar
day or
3M- Foam RoofTlle Adhesive
stainlesssteel
concrete
RTA-1
Interdependent
93
Trim Lock
ga�Nzed, Galalumea orstalnless
day or
concrete
TILE BONO"Roof Tile Adhesive
Interdependent
152
Trim Lezk
aluminum
pha
TILE BOND"' Roof Tile Adhesive
Inted... inknt
82
ncr
Trim lock Plus
ga nbede'Ivalume', aluminum or
clay or
TIEBOND^RcodD1e Adhesive
Interdependent
82
concrete
Trim Lock
galvanized, Galvalumda orstainles
days
Touch'n Seal stormeond Roof
connive
Tile Adhesve
Interdependent
p
IQ
Trim Lock
Aluminum
darer
Touch'n seal StedmlBond Roof
Interdependent
61
concrete
The Adhesive
Tdm Lock Plus
galvanized, Galvalumee, aluminum or
tlayor
Touch'n Seal Sionriond Roof
stainlesssteel
concrete
The Adhesive
Interdependent
61
faterler Research and Design, I.I.C. Evaluation Report E10M,06.e11-R4
rertry/zoee aJAvznorwmn peso3 F1.5374R4
RswIdon4:G3JllJ1015
Page 5 of ]
TRINITY ERD
6. lWTAIrATIM:
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 AHJ.
6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x lY-inch long x 3/8-Inch
head diameter galvanized annular ring shank nails spaced 6-Inch o.c. along both deck -flanges. Fasteners shall be
positioned %-inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to
FBC RA5118, Drawing 13, Detail 3; RA5119, Drawing 12, Detail 3; or RA5120, Drawing 15, Detail 3.
6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof undedayment In continuous 2-inch wide ribbons
of the adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet
adhesive and allow it to set-up prior to installation of roof tiles.
View of Polyset M160 Placement for Trim Lock Plus Channel Metal Installation
6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underayment is not
disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codifled'30/90'system or other FBC Approved roof underlayments listing approved
use of the subject tile adhesive.
Extedor Research and Design, I.I.C. Evaluation Raport E3020.011.04ITM
ee,ujkate P)Aurac,Yo .ws0a FL5374Ra
RevkiPn4:03/17/2015
Page 6 of T
TRINITY ERD
6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturers 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 FRWTRI April 2012 (04-12) or RAS
118, RAS 119, RAS 120 requirements.
Hip / Ridge Tile
Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
View of Trim Lock Plus Channel Metal Installation after Weather Blocked
6.4.1 Channel Metal shall be free of dust,debris, oils or other bond-brea king substance prior to placement of adhesive.
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:
Contact the named OA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 on requirements.
9. QUALITY ASSURANCE ENTITY:
Architectural Testing, Inc.—QUA1844: (717) 764-7700
ENO OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report E102M.08.0 114
C,A(ftc ev)Auchwl stun 0503 H.5374114
Revision 4: 03/17/2015
Page 7 of 7