HomeMy WebLinkAboutEVALUATION REPORTi, SCANNED
\J TPJNIIY ERD BY
St. Lucie County
EXTERIOR RESEARCH & DESIGN, I.I.C.
ceraficote ofAuthorization #9503
353 CHRISTIAN STREET, UNrr#13
OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box 70
Rutherford, NJ 07070
(800)516-1485
FL16048-R6
Date of Issuance.10/25/2012
Revision 6: 09/2S/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rulels 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 6 h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LAaEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINuED ComiPu %NcE: 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. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVEIMSEMENT. The Evaluation Report number preceded by the words 'Trinityl ERD 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
The r.Wd 19 seat apimftw ambonked b, Robert Niemhwn,
P.E W 09r75/2017. 1Wsdaesnolserceazan eleNoNaIF/ztgwd
dowmarc.
CERnFIURION OF INDEPENDEricm
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. 1
2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distrbuting 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 Trinityl 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.
'ti r TR`INR Y i ERD
ROOFING COMPONENT EVALUATION:
1.
SCOPE:
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6d'
Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J
Conditions of Use set forth herein.
2.
STANDARDS:
Section
Property
Standard Year
1504.3.1
Wind Resistance
FM 4474 2011
3504.3.1
Wind Uplift
UL1897 2012
1504.6
Accelerated Weathering
ASTM GiSS 2005
1507.2.4/ 1507.1.1, iS07.2-9.2
Physical Properties
ASTM D1970 2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12) 2012
3.
REFERENCES:
Entity
Examination
Reference Date
ERD (TST6049)
Physical Properties
S40540.02.13-1 02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13 11/19/2013
ERD (TST6049)
Physical Properties
S40540-03.14 03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2 04/02/2014
ERD (TST6D49)
Physical Properties
S44870.04.14.3 04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1 04/10/2014
.
ERD (TST6049)
Physical Properties
S44870.04.14-4 '04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-Rl 05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14 05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14 10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15 02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15 05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-RS 06/07/2017
UL, LLC.(QUA9625)
Quality Control
Multiple -Listing R16814 12/10/2015
UL, U.C. (QUA9625)
Quality Control
Service Confirmation Exp. 07/18/2020
4.
PRODUCT DESCRIPTION:
4.1 Tri-Built Sand -It SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth
HT S/A Underlayment is a self -adhering,
glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S.
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer'to current Approved Roofing Materials
Directory for fire ratings of this product. I
Exterior Research and Design, I.I.C. Evaluation ReportA42960.10.12-R6
Cerd'frCate of Autharkation#9503 6'" EDrrioN pow) F8C NON-HVHZ EVALUATION FL16049-R6
TRI-BUILT Roof Undedayments: (M) 536-1485 Revision 6: 09/25/2017.
Page 2 of 6
A RINITY i ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
�RotiF Coii�0eri�
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
slate
Shingles
&Shingles
Tri-BulltSand-RSA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HTTU
Yes
Underlayment
yes
Yes
See 55.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
YesNo
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
::••.7`!(8LE:1A;:A13.OWJ(13LE%T1(E-ADHFSNEI'�1TIDERUkYMENt�UMBIfiU1TtON5':;
Adhesive
Florida Product Approval
undedayments
ICP Adhesives Polysete AH-160
FL6332
Tri-BuiltS/A HTTU Underlayment
DowTileBondTM
FL22525
Trl-BuiltS/A HTTU Underlayment
5.6 Allowable Substrates:
5.6-1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required: over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours_ Note:
TRI-BUILT Materials Group, LLC requires ton�ue-and-groove board decking be covered with plywood or
OSB prior to installation ofthe self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturers Product Approval. For installations
under foam -on the systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based an testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance,
Exterior Research and Design, LLG Evaluation Report A42960.10.12-116
Certificate ofAadwrization#ZO3 6m EDIn0N(2017)F13C NON-HVHZ EVALUATION F116048-116
Tilt -BUILT Roof Undedayments; (Sbo) 516-1485 Revision 6: 09/7Sf7A17
Page 3 of 6
1\11,1
TRINITY ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment, Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment II
6.3.1 Shall be installed in compliance with the requirements for A3TM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 24from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 124nch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HTTU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on file applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
Fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having.1prisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY AssURANCE ENTRY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT -
Exterior Research and Design, LLC. I Evaluation ReportA42960.1012-R6
Certificate ofAuthanzabon 99503 EDITION (2017) F8C NON-WHZ EVALUATION FL16048-R6
TRI-BUILT Roof Undedayments:(800)516-1485 I Revision 6:09/25/2017
Page 6 of 6
y^ ^ I
1 n y
Q-' ` 1N1TYI ERi'
EVALUATION REPORT
ICP Adhesives and Sealants,
12505 NW 44`h Street
Coral Springs, FL33065
(888) 774-1419
EXTERIOR RESEARCH & DESIGN, I.I.C.
C&Vcofe ofAuihorkation #9503
353 CHRWIAN STREET, UNIT 13
OXFORD, CT06478
(203)262-9245
uation Report 02768.03.06-RB
FL6332-R8
Date of Issuance:09/08/2009
Revision 8:10/12/2017
SCOPE:
This Evaluation Report is issued under Rule GIG20-3 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 Cade_ The product described herein has been evaluated for
compliance with the a Edition (2017) Florida Building Code sections noted berein.
DEscRivrioN: ICP Adhesives Palliser AH-260
LASEUM Labeling shall be in accordance with the requirements 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 documentation changes, or provisions of the Code that relate ilo the product change. Acceptanceof
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.
AovEImsEMENr: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
Mspi snow 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 9.
Prepared by:
Robert.I.N1. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
'nn faabnae seal app®rmg eras autlwrimd by Robert
NheM—,P.Lon10/=M7. Thbdoesnotsen an
/
�.��. elecwniolfysl®red doa,ment
CR��nranONOFfNDEPENDaYOE: -
1 Exterior Research & Design, LLC- d/b/a Trinity I 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. Exterior Research & Design, U.0 b/b/a Trinity I 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 amity involved in the approval process of the
product
S. This is a building code evaluation. Neither TdnitylERD 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, Wwas used for permitting or design guidance unless retained
specifically far that purpose.
C
,J' T JNffY; ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roof't ile Adhesives
Compl-lanceStatemerrt: IICP Adhesives Polyset® AM-160, its produced by ICP Adhesives and Sealants, Inc, has
demonstrated compliance. with the lid' Edition (2017) 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
Prooertv
Standard
Year
1504.2-LI
Ovenivningresistance
1997
3. REFERENCES:
Entity
Examination
Reference
Date
ERD(TST 6049)
Static Uplift—SSTD 11
P3974410212
57J20/2012
ERD(TST 6049)
Static Uplift—SSTD11
P39740.=13-111
01/02/2015
ICC-ES(EVL2396) -
201218C Compliance
ESR-1709
12/01/2016
Miami-Dade(CER 1592)
HVE2 compliance
17-0322.03
04/27/2017
PRI (TST5878)
StaticupQft—SSTD 11
ECM-001-02-01
09/21/2001
PRI (TST 5878)
Static Uplift—SSTD 11
PFI-W6-02-01
05/09/2005
PRI (1ST 5878)
Stack Uplift—SSTD 11
PR-006-02-02
05/09/200.5
PRI(TSTS878)
Static Uprift—SSTD 11
PFI-0D7-02-01
10/11/200.5
PRI(TST5878)
Staticuplift-5511311
PFI-008-02-04
02/21/2006
PRI(TST5878)
Static Uprdt—SSTD 11
PFI009-02-03
OZIW2006
PRI (TST5879)
Static uplift —SSrD 11
TGRWM-02-03
10/30/2006
PRI 0Sf5878)
Statit Uplift—SST011
TGRWWI-02-M
10/30/2006
PRICW5878)
Static Uplift—SSTD11
PFPW20-02-01
12/07/2006
Pm(TST5878) 1
Static Uprdt—SSTD11
PFPWil-02-01
12/07/2006
PRI(TSTS878)
Static uprift—SSTD 11
PFPI-012-02-01
W07/2006
PRI (TST5878)
Static Uprdt—SSTD 11
PFPW13-02-M
12/07/2006
PRI UST 5878)
Static Uplift—SSTD 11
PFPI- 4Z- 1
12/07/2006
PRI(TST5878)
Static Uplift—SSTDn
ECM-003-02-M
06/13/2(108
PRI (TSf 5878)
Static Uprdt—SSTD it
ECM-004-02-01
06/13/2008
PRI (TSr 5878)
5tatic uplift —SSTD 11
ECM-005-02-M
06/13/2008
PRI(TST5878)
Static uplift—SSTD 11
ECM4106-02-01
06/13/2008
PRI (TST5878)
Static uplift—Sm n
ECM-007-02-01
06/13/2008
PRICMT5878)
Static uplift—SSID 11
ECM-008-02-01
06/13/2008
ULLLC(QUA9625)
Quality Assurance
Service Confirmation
EW 06/05/2018
4. PRODUCT DESCRIPOON:
a
4.1 ICP Adhesives Polys9V AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed
and dispensed from a
dispensing system provided by ICP Adhesives and Sealants, Inc The components are
available in refillable tanks or disposable cylinders
(ICP Adhesives ProPaW 30 & 100).
S. LMrrATions:
5.1 This is a building code evaluation. Neither TrinityjERD
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 specificallyforthat purpose.
5.2 This Evaluation Report
is not for use in FBC EIVHZ jurisdictions.
Exterior Research and Design, U.4
Evaluation Report 9276
[oojxvrs o7p.mio,6npon R9.54i
e'"IDmoN (2017)FBC NON-INHZ EVALUATON
FL6332-•118
FIfii32 RS 18
ICPAdhesives Potyset° AH-MG,, (M) 774-1413
Revision & 10/12/2017
..
i
Page2019
(
"',,j TR1N i ERD
53 Fire Classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings
of this product and FBC 1505.2.
SA lCP Adhesives Polyse' AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof
assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority
Having Jurisdiction.
5.5 Minimum underlayment shall be per FRSA/TRl April 2012 (04-12) or having a current Florida Statewide
Product Approval or approved on a local4evel by the Authority Having Jurisdiction for use with ICP Adhesives
PolyseV AH-150.
5.6 Feld tiles, meeting :the limitations of FBC 1609.53, using ICP Adhesives PolysetO AN-160 are limited to
projects having an Aerodynamic Uplift Moment (M.), determined in ccordance with FBC 3.609.53 or Tables
2A and 28 of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment
values. Refer to Section 10 and ICP Adhesives and,Sealants, !na published installation instructions for
Adhesive Paddy Placement details.
.ATlAW/161:1'tQF'kUgfy811G•)14OJvlEHrtEBF.dRM§NCt,`�D.A ?:: ::'.<`'.: "'• t_='
2a»ffinragasaixniirraorxreriEuxf,' said
.. "'::Q•M•]:MArt6iN'OFSAFk7YNFFADYAPPnFDfdR IMWDB+ENDHYR(rWpPADOY').fAQ34i9Vj'.`..+..i -•. .
. ile(Fee 1609.53) Allowable
Type Profile Adhesive Paddy Piacerneirt overturning
moment (ft-"
Clay
Independent; Single Paddy, Medium (2x7-inch, -30 gram)
60
Independent
Inde Single Y, large (2x10-inch, ro5 gram)
P g) Paddy,
M
Con re
Concrete
te
Fiat
Interdependent Two Paddy (4x4-inch on underlayment; 2x4-inch attile overlap)
54
Cow/
Independent Single. P.adft Medium (2x7 inch,-30 gram)
39
�,Indep"ende`n"e ng1W_ft-dtly
Conine
Medhvn'
Interdependent Two Paddy (4x44nch on undedaymem, 2x44nch attile overlap)
"587
Clay
High
Independent; Single Paddy, Large (2xW4nch, 45 gram)
134
Clay or
- Independent Single Paddy, Medium (104rich, ^30 gram)
65
Independent Single Paddy, Large (2x1W nch, `63 gram)
009
Concrete
High
Inturdependent;7wo Pad (4x44nch on undedayment Zx4-mch attile overlap)
40
Clay
Barrel
2;dO4ndh x 35 gram for pans; 2 @ 140-inch x-17 gram for rap
147
Concrete
Barrel
2x104nch x -3S gram for pans; 2 @ ix104och x-27 gram for cap
107
Clay
Cap atop stringer
Independent Continuous Paddy (-34 gram(ft)
135
Concrete
Cap atop stringer
Independent Continuous Paddy (^' 34 gram/ft)
126
Clay
Cap atop 2x
Interdependent�
stringer
Head One (1) #10 x 2X" screw; Overlap: l z 6 inch (^10S gram)
105
Concrete
Cap atop 2x
Interdependent
stringer
i. Head: One (1) #10x 2X" screw; Overlap: I x 6 inch f-105 gram)
76
s.o.i Data in r aore 1 reiates to Installation over a'30/90' underlayment system, as detailed in the FRSA/TRI Apr''[
2012 (04-12). Alternate underlayment systems ihcludd those having a current Florida Statewide Product
Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP
Adhesives PolysW AH-160. 1
5.6.2 Tile roof systems using file types or profiles other than those listed above acquiring acceptance for use with
ICP Adhesives Polyset® AN-160 shall be tested in accordance with SSTD 11 or Testing Application Standard
TAS 10L For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in
SSTD 31 or Testing application Standard TAS 101 shall be applied in determining the 'allowable overturning
moment.
Exmrler Researdh and Design, I.I.C. rx 6ralvadon Repwt02766A3.0&4M
tali/rramofAvMW=tbq#950 � 6 EDMON(2017) RIC MON-HVHZEVALUAMON FLMZ-Rg
ICP Adhesives PolysW AH-160; (888) 774-Mg Revision & 10/12/ZW
Page 3 of9
f' TRINrTy ERD
5.7 Hip and ridge tiles using ICP Adhesives Polyseto AH-160 aSe limited to projects having hip/ridge design pressure
requirements, determined in accordance with Table 1A of FRSA/iRI April 2012 (04-12), not greater than the
following values. Refer to ICP Adhesives and Sealants, Inc published installation instructions for Adhesive
Paddy Placement details.
'..' :. '.. ': =' .::;,...: •.#TABLE;2:'.k11„P.;&�RIDGEa1F1:S71�iCP�.9Ed;V�sP.QLS�7'�r'/.ifi-iQl)y::..,5•.; ;•, : '. .
D..•
.- .WAS .W,i,PGhlPRt3iSFldvrl:Rq(rAl((M- Am��t.r>.:r.?.:::;,:,-.;`.
....: ..' 1.:..:•.''J.y?.%D.LbKNGIN:OFfAF$y'.p[READYUFM{FD�Rilmtl!ENa9%&�fD{YJIN(IO�1S'P�7$aY�P[�C�9YL-.;':: _.:-: �:.
`:.',
.; `.. •' .:: .:'• .:. •. 1t1F54fElY'AatPAOVAP➢Ii®H�BIN1i8?EY1''Nlli�Yl<�(C
ARowable
Tate
Substrate
Attachment Method
Design PresWm
It>sfl
Clay
2x PT ridge board
Independent Continuous Paddy (-34 gram/ft)
116
Concrete
2x Prridgeboard
Independent: Continuous Paddy("34 gram/ft)
107
Clay
2x PT ridge board
Interdependent Head: one (1) #10 x 2%" screw;
90
Overlap: 1 x 6 inch (^10.5 gram)
Concrete
2x PT ridge board
Interdependent Head: One (1) #10 x 23r screw;
56
Overlap: I x 6 inch (" 20.S gram)
ar
rHlp&'Y�dge,tChannel:Metat (Fl5974�' yw°µ
virile endent.GonUnu us (*atlif^34{ `m ft
r-
+ i6g
nor
Coete
Clay or
Trim lock" (FL5374):
Concrete
ouminum,
galvanized, Galvalume ofswmlassteel
Independent Continuous Paddy (`34 gram/ft)
173
Clay or -
Trim Lock* Plus (FL5374): aluminum,
Concrete
galvanized, Galvalumea orsminlesssteel
independent Continuous
p Paddy (^'34 gram/ft)
178
Clay
Top Notch (FL8095) I
Independent COntinu6u5 Paddy (^'32 gram/ft)
125
Concrete
Top Notch (FI8095)
Independent Continuous Paddy (� 32 gam/ft)
146
6. INSTALLATION-
6-1 ICP Adhesives Polgsee AH-160 and the tile rooflasserhbly shall be installed in accordance with FRSAIMI
April 2012 (04-12) and ICP Adhesives and Sealants, Inc published installation instructions, subject to the
limitations outlined in Section S.
6.2 Hip and ridge boardsor hip/ridge metal shall be installed in accordance with the FRSA/TIU April 2012 (04-12)_
Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product
Approval.
6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP
Adhesives and Sealants, Inc.
7_ BUILDING Pmw REQUIREMSM.-
As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the
installation of this product
8. MANUFAcrURING PLANTS:
Tomball, TX
9. QUAUTy ASSURANCE ENrHY:
UL, LLC_— QUA9625; (847) 664-3623; LeAnna.GradeckWul.com
a
i
amerior Research and Design, LLG
Cc arioxe ofArMarrmti*.#9SW 6'"EDmON(2017) FBC NO" EV4WATIDN
ICP Adhesives Pahseta AN-160; (M)774.1419
Evaluation Report®69M.06•SS
FLSM-RS
Revisions; 10/17J2e3T
Page4af9
20. PADDYP)ACEMENT
10.1 Indeoendei
7a.
TPjt4TY ; ERD
�4 (FROM ICp ADHESIVES AND smAmm, INC. PusurED UFERANRE):
Ilium Paddv
_PaadyDRneamne)
F)aVLow Profilere
Med-nuu ProfileTle
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ty+hen requhed}
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eerbAmn'nIAUUroNmoonRVAx3 e EDMON(2017) FBC NON-W4MEVAWAnON FL6M-R8
ICP Adhesives Pokset®AHa60;(888)7747R29 Revision&1pf71f2Dy7
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[vtlJfmteofAuMwrmnioaR%03 1P EDITION (201 FBC NON-WHZEVAWATION F1b3;2-Rg
1CPAdhefiaes PulySal° AN-160; (BBB) 7741419 Revision 8: 10/12/2017
Page 6 of 9
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RP Adhesives Polyset® AH-160; (SM) 774-1419
I
� TRINITYI ERD
EValuation Report@76&03.o6R8
FLw32-R3
Revision & 10/12/=
Page Bof9
'\J! TRINITYi
EVALUATION REPORT
East Coast Metals, Inc.
2301 West 8 Lane
Hialeah, FL 33010
SCOPE:
This Evaluation Report is issued
construction materials in the State
use of the product under the Flon
herein have been evaluated for cc
DFsciuvnom East Coast Metals ch
LABWNG: Labeling shall be in accoi
CANnNuED CAMPutwce This Evalu
Quality Assurance documentation
Evaluation Report by the named c
referenced Quality Assurance doc
relative to updated Code requirem
ADVOUISENEW: The Evaluation Ri
advertising literature. If any portic
INsPErnoN: Upon request, a copy r
distributors and shall be available f
This Evaluation Report consists of r
Prepared by.
Robert J.M. Nieminen, P.E.
Rondo aegbirotion No. 591K Florida DCA
CEIMICATION OF INDMENDENCE
1. Trinity) ERD does not have, nor d
distributing products it evaluates.
2. Trinityl ERD is not owned, operate,
3. Robert Nieminen, P.E. does not ha
which the evaluation reports are b�
4. Robert Nieminen, P.E. does not he
producL
S. This is a building code evaluation)
Project on which this Evaluation {�
specifically for that purpose.
EXTERIOR RESEARCH & DESIGN, I.I.C.
Cer0cate ofAuthodretron #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, Cr 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report E10240.08.08-R4
FL5374•R4
Date of Issuance: 09/03/2008
Revision 4: 03/17/2015
der Rule 611320-3 And the applicable rules and regulations governing the use of
Florida. The documE ntation submitted has been reviewed by Robert Nieminen, P.E. for
Building Code and F orida Building Code, Residential Volume. The products described
lance with the 5 h E ition (2014) Florida Building Code sections noted herein.
iel Metals
once with the require' ents the Accredited Quality Assurance Agency noted herein.
:ion Report is valid until such time as the named product(s) changes, the referenced
ranges, or provisions A the Code that relate to the product change. Acceptance of this
!nt constitutes agreer ient to notify Robert Nieminen, P.E. if the product changes or the
nentation changes. TrinitylERD. requires a complete review of this Evaluation Report
its with each Code Cy:le.
sort number preced d by the words "hinrtylERD Evaluated —may be displayed in
of the Evaluation Rep ort is displayed, then it shall be done in its entirety.
this entire Evaluation Report shall be provided to the user by the manufacturer or its
inspection at the job site at the request of the Building Official.
ges 1 through 7. 1
It intend to acquire
controlled by any
nor will acquire, a
issued.
nor will acquire, a
Neither Trinity( ERD
rort, or previous ver
RE M011a/ 71ft y; wasavtM,¢Mtry Ro6art N�BmCow
V.EeootnrnoLs msaae�roeaarcaas>naaa�udryx®we
m� sr,�aa,.�aanuamv�mna�esemv,amrcmame,a
rraLwS ApprwN Odm"visbasx and btlu nsmd deM
r will it acquire, a financial interest in any company manufacturing or
rany manufacturing or distributing products it evaluate,
icial interest in any company manufacturing or distributing products for
icial interest in any other entity involved in the approval process of the
Robert Nieminen, P.E. are, in any way, the Designer of Record for any
thereof, isfwas used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category:
Sub -Category:
Compliance Statement &
with the following sections
is subject to the Installation
ii
I�
i
N"I TRiNITY F ERD
i
i
Roofing
Roofing Accessories tiilat are an Integral Part of the Roofing System
€'Coast Metals Channel A�etals, as produced by East Coast Metals, have demonstrated compliance
,the Florida Building Cod' through testing in accordance with the following Standards. Compliance
kquiremelrts and LimitatiI ns / Conditions of use set forth herein.
2. STANDARDS:
:) it
Section
Prop
Standard
Year
1507.3.7
Installation, non-HVHZ[ '
FRSA/TRI April 2012 (04-12)
2012
1518.8.1
Installation, HVHZ
RAS 118,119 & 120
1995
1523.65.2.2
Static UpltfCResab,rce1
TAS 101
1995
173L2.1
ir Static Uplift Resistance;(
ssm SSTD 11
1997
3. REFERENCES:
I
R
Entitvj
3
Examination
Reference
Date
ERD UST6049)
Static Uplift Resistance!
,4
E42MO.M13
08/232013
ERD (T576049)
Static Uplift Resistance r
EaWSC6795.12.14-1
02/27/2015
ERD(TMWO)
Static Uplift Resistance'
EC6I-SC679512.14-2
02/27/2035
Florida TEC (7577393)
TAS 101 i
'I
510628R
10272010
PRI (t5T5878)
TAS 101
ECM-=.02-01
09/21/2001
PRI (T575878)
TAS 101 )
ECM-OD3-02-01
06/131=
PRI (fST5878)
}}" TAS 101
ECM-004-02-01
O6/13/2�8
PRI (TST5878)
3 TA5101
ELM-005-M-01
06/13200g
PRI (TS15878)
TAS 101
Eavl- 2-01
06/13/2008
PRI (TSi5878)
TAS 101 -
)
EQJW07-02-01
06/132008
PRI (TST5878)
TAS 101
ECM-008-02-01
06/132008
Florida Building Code
Attachment Requbemei as
FRSA MApril 2012(04-12)
04/2012
Florida Building Code - HVHZ
I Attachment Requiremel kts
RAS 118,119 and 120
1995
East Coast Metals
Metal Ouarrry
Mill certifications
Various
Architectural Testing (O.UA1844)
Quarry Control V
Ili
Participation Letter
Exp. 12/312O18
4. PRODUCTDEsauPTION:
4.1 Hip & Ridge Chanr el Metal: Pre -formed mtgtal channel
designed for use as 4 hip and ridge base to which roof Was
are bonded in FBC Approved roof file adhesives
Hip & Ridge Channe) Metal is available in 31-b-3/8-inch L
3/84ndt) length by Z$ 3, 3S, 4, 5, 6 or 7-inch (±3/8-inch)
O terior Research and Design, lLC. i;
CaLnmtevfAVd;o,ko,ittm 5n3 ti Evaluation Report hi07A0.0&08$q
FL5374-PA
Revision 4:O3117/2015
P
Page 2 of7
4.2 Trim Lock Chaw
designed for use a
are bonded in FBC
Channel Metal 1
perforated upper
and aliowfor inter
Trim Lock Channe
318")length by 3,
with 1.54nch (+.1/'
4,2 Trim Lock Plus Ch;
designed for use a
are bonded in FBC
Plus Channel Met
Perforated upper
and allow for Imx
and its perforated
atop the roof u
Approved roof till
interlocks with the
Trim Lock Plus Cha
(±3/9") length by 3
with 1-5-inch (+1/1
4.4 East Coast Metals
D Galvanized 5'
➢ Galvalumesl
D Aluminum: D
D stainlessstek
S. LIMITATIONS.
5.1 This is a building
Record for any pi
design guidance u
t � ,
,x TPJNITYI ERD
Metal: Pre -formed etal channel
hip and ridge base to ich roof tiles
pproved roof tiie adhesnre. Trim Lock
characterized by its milled and
)rizontal flange desrgngd to receive
tal is available in
4, 5 or 6-inch L+;
ch) deck -flanges.
tel Metal: Pre -formed i
hip and ridge base to w
is characterized by its
Nizontal Range designs
arlk with the overlying
eck flanges, designed fi
lerlayment via placer
adhesive, which flows
Metal is available i
. 4, 5 or 6-inch L 3/
h) deck -flanges.
Min. 0.019
Min. 0.019.
0.032+O.oC
evaluation. Neither
on which this Evalu;
retained specificauv fi
-inch L+
heights
fetal channel
rich roof tiles
e. Trim Lock
profiled and
d to receive
:ile adhesive
r installation
ant in FBC
hrouah and
heights
m
ad of the following metals:
i, ASTM A653 (G-90), min. 33 KSI.
, ASTM A792, AZ55, min. 35 KSL
A B209, 3003-H34, min. 21 M.
iSTM A240/44W, 7304, min. 35 KSI.
ty)ERD nor Robert Nieminen, P_E are, in any way, the Designer of
Report, or previous versions thereof, is/was used for permitting or
Exterior Research and Design, LLC i;' q
CvtfkokeafAudwrilWon essei �li Evaluation RepoREMMO&oiln=
L(` Revision 4; 03/17/2US
. r
j[ Page30F7
52
5.2.1
5.2.2
'FTRINIlY i ERD
For Hip Sk Ridge 06nnel Metal or Trim to& Channel Metal, refer to FBC WAS 118, Drawing 13, Detail 3; RAS 219,
Drawing 12, Detail g; or RAS 120, Drawing , Detail 3. For Trim Lock Plus Channel Metal, refer to the installation
Instructions herein. ::I-
For HVHZ jurisdictio., s, installations of Hip S
120, and the data inpables 1Aand SB is sup(
Installations of Trim; ck Plus are limited to
as determined in ac'rrdance with RAS 127, r
Refer to the file adhesive manufacturers pul
D "INDEPENDENT", paddy placement me
foam paddy; ;le head laps are not
performance data below far "INDEPEP
ultimate perFoFinance.
D `1NTERDEPENI)1:NT" paddy placement
and a second loam paddy bonds the i
foam paddy. {111owable performance ,
margin ofsafetappliedto ultimate pe
dge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
rental to these prescriptive allowances.
tjects having a required moment resistance (Mr) or uprdt resistance (Fr),
greaterthan the fogowing values.
ied installation instructions foradhesive paddy placement details.
each individual file is bonded to the Channel Metal in its own, single
riled. This method is limited to 2-part file adhesives Allowable
NT" paddy placement already has a 2 to i margin of safety applied to
ans each individual file is bonded to the Channel Metal in a foam paddy,
head la(, or two tiles are bonded to the channel Metal using a single
a below for "INTERDEPENDENT" paddy placement already has a 4 to 1
.TABI M— PLHmRMANQI{NDrA ,INNS- HVHZtND4PENDFNnVAOby.
.. .. '� Z Oi5Y1TYAWEmYAPPlrFD,(;� ^ : 'o-3:'•:.:' ;. '� - :: : _
HiP/Ridge
Metal
Tile
) Adhesive
ABowablel+erfomranee
Design
MetaiType
Type
Placement
Moment Based
Uplift eased
- tUdge
galvan
dayor
3M- - mponent Foam
--- (----.,,P-..
Fpbfl ,
�".C-a'annel Metal...,,;
-- -- -. �--
concrete--
Roof, �I- Adhesvoi AH•16on
-Independent
127
TrimLockIaIvi^ked•
Galvalumea
day or
3M'" -Component Foam
atuminumorstainlesssteel
concrete
Roofiriile AdhesiveAH-160
lode pendent
171
159
Trim luk Plus
galvanized, Gahralumer,
day or
39" -Component Foam
aluminumarstainlessy Oel
Concrete
Roof] Ile Adhesive AH-160
Independent
177
165
TAatE :PmranM!wlEClmnAmoia-HVFffi.lN uPjj1+flmENr.PdDDY.PrAaln<1vr'_:': '.::'.{.: �.:.,%',,; ';
.AI .. .747o1nEaaoiM1�'oFsafk7WAUIFAOYH?7llrtli)J'G:,; ..,:.'. 1:'::.;''. '.'Allowable
Hip/RWge
Metal ;
Tile
Adhesive
Performance
Design
MetalTypei
I Type
Placement
Moment Based
Uplift Based
Mr (ft-Ilro
P, on
Tdm LockorTirm
hranized,Galvalume„ ga t
dayar
3M'" -Component Foam
Lock Plus
aluminum orstainlesss'teel
concrete
Roof de Adhesive AH-160
Interd ardent
95
88
Trim Lock
galvanized, Gahalume°,
day or
3M"' oofTile Adhesive
stainlesssteel
Concrete
RrA-
Interdependent
99
94
Trim Lodc
aluminum
day or
3M' foam Roof Tile
concrete
Adhe$lve aTA-1
Interdependent
90
gd
Trim Lock Plus
galvanized, GalvalumeE,
day or
am-;oam Roof-nie
Interdependent
aluminum orstainless steal
concrete
Adhesive RTA-1
90
64
Trim Lock
galvanized, Galvalume or
dayor
TILE ND"'R -nle
stamlesssteel
knna'ete
Adhe;Ne
Interdependent
123
- 117
Trim Lock
aluminum
dayor
TILE 81`OND-RoofTrte
Interdependent
79
Concrete
Adhepve
pe
73
Trim lock Plus
galvanized, Galvalume+;
day or
TIIEODND"Roof-nle
aluminum orstainlesssteel
Concrete
Adhesive
Interdependent
79
73
Tdm Lock
gaWnaed,Galvalumeg�, or
dayor
Tou'n Seal Stormsond
stainlesssteel y;
concrete
Roof de Adhesive
Interdependent
146
139
Trim Lock
Aluminum p
day or
Toudlj'n Seal StormSond
concrete
Roof- ,ileAdhesive
Interdependent
p
58
54
Trim lock Plus
galvanized, Galvalumed',
dayor
Toudi�nS�l Stormeond
aluminum orstainless steel
Concrete
RoofTle Adhesive
Interdependent
58
54
Eidedor Research and Design, LLC
CerRjlmte al AuMovhotion p9503
Evaluation Report ELOU0,08.08-101
FL5374414
Revision4:03/17/2015
Page4oF7
I
;I
I
II
,.I TFUNIiYIERD
5.3 FORNON-HVHZJURISDICTIONS J
5.3.1 For Hip & Ridge Channel Metal or Trim Lod Channel Metal, refer to F'RSA/TRI April 2012 (04-12). For Trim Lock Plus
Channel Metal, rekGI� to the installation instr -dons herein
53.2 For non-HVHZ, instiYlatlons are limited to p ojecrs having hip and ridge design pressure requirements, determined in
accordance with Taible 3A of FRSA/JRI April 2012 (04-12), not greater than the following values. Refer to the file
adhesive manufactIter's published installatic i instructions for adhesive paddy placementdetalls.
D "INDEPENDE kaN.3"' paddy placement means each individual die is bonded to the Channel Metal in its own, single
foam paddy; tifle head laps are not bomled. This method is limited to 2-part file adhesives. This method is limited
to 2-Part the ifdhesive& Allowable perf6mance data below for "INDEPENDENT" paddy placement already has a 2
to 1 margin o fetyapplied to ultimata performance.
D "INTERDEPEN ENr paddy placement Lans each individual tile Is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the 4e head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. towable performance c)ata below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin ofsaf4y applied to ultimate pe rmance.
.. 'TABMIALs PMM0RmANOE'tWTrATiol IS;'NON-HVH2�IRo�+Eemwr�kA[Ib`l'Pt9Ce4>taFlPt ,. '`'::', " .... :: •':, ..
. .. .(2 To laftitsf, r OFS�ElYAtRFAoI^APA!}FDJ=:,
.. '
.Adhesive :. • . i.' : �.
Hip/Ridge Metal
TSt
I
Allowable Uplift.
(1150
Design
Metal Type
Type
Placement
Hip &Ridge
galvanized
3M"'2-Component Foam Roof
Channel Metal
Tie Adhesive AH-160
Independent
169
Tim Lock
galvanized, Galvalume'o, aluminum or
Lwn
3M-2_ComponemFoam Raof
stainless steel
TleAdhedve AH-160
Independent
173
Trim Lade Plus
gaivanized, Gaivalum b, aluminum or
day or
3M" 2-Component Foam Roof
stainlewsteel
F
mncr
rile Adhesive AH-16o
Independent
I7a
TABua2d PaRmi MmCELuvar 10 NO ' '
j� 6FFItrH2,:INiFROEFFfioE1J7•{rJ)DDY;�P.Iic0;AN1ENt: ^'.';.
... .r4Tb i+Alga' OfSAFETXALMDUPPUEN;':::' 1� '� ;.: ,
...: = '',.' 'l
HIP/Ridge Metal h
TRe
Adhesive.:>.
r
e t
Allowable UpriR
ll�
Design
Metaljrpe
Type
Placement
Trim Lock or -Trim
galvanized, Geivalump°, aluminumor
day or1
3Mv' 2-Component Foam Roof
Lock Plus
stainlesssteel 1.
concrete
Tie Adhesive AH-J60
Interdependent
98
Trim Lock
galvan'aed, Gahralumel orstainless
day or
31VP' Foam Roof Tile Adheshre
del n
mncret
RTA-1
Interdependent
110
Trim Lock
aluminum
d or
Foam Roof Tile Adhesive
3ret
RTM-
Interdependent
93
Trim Lock Plus
g'ed, Galvalum d, aluminum or
clay or�
3M^Foam RaofTile Adhesive
ssteel
convett
RTA-1
Interdependent
93
Trim Lode
Galvalum `orsetnless
day or
TLE BOND"' Roof -We
EEEed,
Concrete
Adhesive
Interdependent
152
Trim Lock
um !:
4
day or
concrete
TLEBONDm RoofTile Adhesive
Interdependent
g2
Trim Lode Plus
,aluminum or
clay or
stalnlgalvanized,Galvalume
staNlesssteei
Concrete
71LE BOND„ RoofTile Adhesive
Interdependent
a2
Trim Lock
ga�n¢nd•Gahnlume"ors[ainless
day or
Touch'n Seal StormBond Roof
steel 11
mnerete
Tileadhesive
Interdependent
148
Trim Lock
Aluminum
dayor
Touct'n Seal 5tomBond Roof
i,
mnvete
TileAdheslve
Interdependent
61
Trim Lode Plus galvanhed, Galvalumem, aluminumor
dayor ;
Toudl'n Seal Sto=Bond Roof
stainless steel :'
concret'
Tile Adhesive
Interdependent
61
G
n.
Exterior Research and Design, LLC.
C V WWDte of Audmrim6an #9503
Evaluation Report E3o24o oS.oSAh
FL5374-R4
Revafon&03/17/2R15
Page 5 of 7
r
6. bRSiAUAnDH;
6.1 The roof deck shall
accordance with FE
6.2 Hip & Ridge Chann
head diameter gal
positioned is -inch I
FBC RAS 118, Draw
63 Trim Lock Plus Chaj
of life adhesive cO
adhesive and allow.
View of Poll
6.3.1 It is critical that
disturbed prior t
6.3.2 Approved under
use of the sublet
Exterior Research and Design, LLC.
fPfxffte OfAuftrk on 435D3
minimum
Metal and Trim Lock
nized annular ring st
m the outside edge o
33, Detail 3; RAS 119
al Metal shall be instal
red beneath each 1.5
to set-up prior to inst
60 PlacementforTrim
bond between the Td
during placement oftf
cents are the codified
' Ti ITY I ERD
I
Aywood (non-HVHZ) or minimum 19/32-incb plywood (HVHZ) attached in
action of the AHI.
cannel Metal shall be installed using min. 31 ga. x 19-inch long x 3/84nch
ik nails spaced 64nch o.c along both deck -flanges. Fasteners shall be
ach deck -flange, set in a bed plastic roof cement For FBC HVHZ, refer to
cawing 12, Detail 3; or RAS 1.20, Drawing 15, Detail 3.
d atop the Approved roof undedayment in continuous 24nch wide ribbons
ch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet
vtionofroof tiles.
ck Plus Channel Metal Installation
Lock Plus Channel Metal, the tile adhesive and the underiayment is not
system or other FBC Approved roof underlayments listing approved
twimson Repud E1074oa9.e&R4
FL5374-R4
Revision 4- 031171241S
Page6 of
6.4 Tile shall be installei! atop the Channel Met
Installation instruct pns, subject to the limit
pointed with Approved mortar or weather
118, RAS M, RAS 130 requirements.
TRINITY 1ERD
accordance with the the adhesive manufacturer's Approved, published
is outlined in Section 5 herein. The exposed edges shall be parked and
king adhesive In accordance with FRSA/rR1 April 2012 (04-12) or RAS
lEp / Ridge Tile
Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
Yew of Trim Lock Plus Channel Metal Installation after Weather Blocked
6.4.1 Channel Metal shag 6e free of dust, debris, oil or other bond -breaking substance prior to placementof adhesive.
7. BURDING PERMrr REQUIREM1FP 15: !
As required by the Building Official or Authority Having jurisdiction in order to property evaluate the installation of this product
8. MANUFACTURING PLANTS: E Ilr
Contact the named QA entitirl 3r manufacturing facilitiek covered by F.A.C. Rule 61G26-3 CA requirements.
9. QuautrASSURANd:Fmrrr:
Architectural Testing, Inc.—q A1844,,(717)764-7700
p
- END OFWALUATION REPORT -
Exterior Rxnemb, and Design, U r-
Cero7forW ofAuthoriradon 49W
Evaluation Report t10240.08.0840
FI537484
Revision a 03/17/2m
Page 7 07