HomeMy WebLinkAboutEVALUATION REPORTt
!` -1 TPJN1TY s ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCANNED
BY
St. Lucie County
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
ition Report A42960.10.12-R6
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
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 6"I Edition (2017) Florida Building Code
sections noted herein.
DESCFU MON: TRI-BUILT Roof Underlayments
LAsEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUANcE: This Evaluation Report is valid until such time as the nalned product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relatb 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 i ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT The Evaluation Report number preceded by the words "Trinityi 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 Bite at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert I.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC,4 ANE1983
The hctlmie seal aPPAr ft uses auftrixed b, Robert Nieminen,
P.Ean09/8/2M7. TWsdcea notaerveazanekvwrvra0ystened
document
CamRCATION bF INDEPENDENCE:
1. TrinitylERD 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 ofthe
product:
S. This is a; building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for arty
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: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced bey TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the a Edition (2017) 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
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
2507.2.4 / 1507.1.1, 1507.29.2
Physical Properties
ASTM D1970
2015
1507.33
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
OZ/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 (TST6049)
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-RS
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.19.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.0E.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-Ri
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meetsASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a selfadlherilig, 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 D3970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl 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.
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.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Cer peafe ofAuthor&adon #9503 6TM EDMON (2017) F8C NON-HVHZ EVALUATION FL16048-R6
TR"UILT Raof Underlaynnani s: (800) 516-1485 RevWon 6.09/25/2017.
Page 2 of 6
TRINITY 1 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:
='71:;:RdaFCovErtOvnonis's::::'=<>:;_::.;r.s> :...:...::.::........... .
AB
Underlayment
Asphalt
Naii-On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand -RSA Shingle
Underlayment
YesNo
No
No
Yes
Yes
Tri-Built S/A HTTU
Yes
Underlayment
Yes
Yes
See5-5.1
Yes
Yes
Yes
Tri-Built Smooth HTS/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
-
...: .. ...:1:
.. .............._.;`;.7:,%='SABLEdA:JtDAWABLE-T1tEADHFS�
Adhesive
Florida Product Approval
Undedayments
ICP Adhesives PolyseO AH-160
FL6332
Tri-BuikS/A HTTU Underlayment
Dow TileBond"'
FL22525
Tri-Built S/A HT TU 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, OSS 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 tongue -and -groove board decking be covered with plywood or
0S6 prior to installation of the 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 manufacturer's Product Approval. For installations
under foam -on tile 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 ID or I TAS 114, Appendix J.
1 Refer to Tile Manufacturers orAdhesive Manufacturers Florida ProductAPProval for Overturning Moment Resistance Performance,
Exterior Research and Design, U.C. Evaluation ReportA42960.10.12-R6
Cerocate ofAuthadzaddo N9503 6'a EDITION (2017) FBC NON-HVHZ EVALUATION FLI6048-R6
TMUHT Roof Undedayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
i
\g 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 Ifor 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, Trl-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
UnderlavmenY
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
63.2 Nan -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 membrand into place to achieve a bond.
Horizontal seams should be minimum 34nches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from 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 61foot 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 starling ?t 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 5.6A 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 the
staging.
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:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. I Evaluation ReportA42%0.1032-R6
Certifroote ofAuthonzation 99503 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments: (800) 516-IM Revision 6: 09125/2017
Page 6 of 6
TRIMITY i ERD
i .
ICP Adhesives and Sealarrts,
12505 NW 44' Street
Coral Springs,FL33065
(888)774-1419
SCANNED
BY
St. Lucie County EXTERIOR RESEARCH & DESIGN, ILC.
Certi lmie ofAmhorizotion &9503
353 CHRISTIAN STREET, UNIT 13
OXFORD, CT06478
(203)262-9245
F16332 R8
Date of Issuance: 08/08/200g
Revision 8:10/12/2017
SCOPE:
This Evaluation Report is issued 'under Rule 6IG20-3 and the applicable rules bnd 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 product described herein has been evaluated for
compliance with the & Edition (2017) Florida Building Code sections noted herein.
DESCRIPnoN: ►CP Adhesives Polyset® AH-160
IABEUNG: labeling shall be in accordance with the regUirementsthe Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUANCE: This Evaluation Report is valid until such tirqe 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.
AcrummsEr im. 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.
INSPECnON: Upon request, a copy of this enure 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:
Robertl.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANEM3
The fadmue seal appearuig was audwrw by Robert
Menunrn,PE on 10/1 M7. Tw doesnotse "an
NeCznn�IrvelenM Mn�.:
IEWIFICA7ION of iumipe DENca _
1. Exterior Research & Design, U.C. 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, LLC 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. 1
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.
S. 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 Repor; or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
t
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement., 11CP Adhesives Polysee AH-160, as produced by ICP Adhesives and Sealants, Inc., has
demonstrated compliance with the a 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 Property Standard Year
1504ZLI Overtuming resistance SSTD 11 1997
c 33 "
Entity
Examination
Reference
Date
ERD(TST6049)
- Static Uplift—SSID 11
P39740.02.12
OZ/20/2M2
ERD(TST6049)
Static Uplift—SSTD 11
P39740.11.33-Pa
01/02/2015
ICC-ES(EVL2396)
20121RC Compliance
ESR-1709
12/OS/2016
Miami-Dade(CER 1592)
HVHZcmmpriance
17-W22.03
04/Z7/2017
PRIM75878)
Staticuprdt—SSM 11
ECM-OM-02-01
09/21/2001
PRI (TSC5878)
Static Uplift—SSTD 11
PT-1-0O 2-01
05/09/2005
PRI(TST5878)
Static UpIIft—SSTD 11
PR-006 -M
05I09/2005
PRI(TST5878)
Static Uplift—SSTD 11
PR-007-02-01
101121200E
PRI (TST5878)
Static Uplift-5STD 11
PFI.008-02-04
02/22/2006
PRI (TST5878)
Static Uplift—SSM 21
Pp-(X 2.03
02/21/2006
PRI(TSTS878)
Static Uplift—SSTD 11
TGRI-001-02-M
1013012D06
PRI M75878)
Static Uplift—SSM 11
TGRI-001-02-03
10/30/2006
PRI(TST5878)
Static UPTdt—SSTD11
PFPI-MO.02-01
12/07/2006
PRI(TST5878)
Static Uplift—SSTD 11
r 1-011-02-01
12/07/2006
PRI(TST5878)
Static Uprift—SSM 11
PFPI-012-02-01
DJO712006
PRI (TST5878)
Static Uprrt—SSTD 11
PFPI-- 3 2-01
12/07/2006
PRI (TSI-5878)
Static UpII t—SSTD 11
PFPI-014-02-01
12/(17/2006
PRI (TST5878)
Static Uplift—SSTD 11
ECM-003-02-01
06/13/2003
PRI M75878)
Static upri t—SSiD it
ECM-00402-01
06/13/2008
PRI OST5878)
Staticuprift—SSTD11
ECM-005-02-01
06/13/2008
PRI Mr S878)
Static uprift—SSTD 11
ECM-006.02-01
06/13/2008
PRI DST5878)
Static Uplift—sm 11
ECM-007-02-M
06/13/2008
PRI(TST 5878)
Static Uplift—SSID 11
ECM-008-02-01
06/13/2008
ULLLC(QUA9625)
Quality Assurance
Service Confirmation
Exp-O6105/2018
4. PRODUCT DESCRIPTION:
4.1 ICP Adhesives Polyset° AH-160 is a two -component
expanding polyurethane roof file adhesive that is mired
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 ProRaW 30 & 100).
5. (IMITATIONS:
-
5.1 This is a building code evaluation. Neither Trinity( 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
Extedor Research and Design, U.G I mnj,mnrofa tlior&ation RASr4
Evaluation Report0276
(P EDMON(217) FBC NON-HVHgUATON Fuan-"
ICPAdhesives PolyS AH-I60,(8118) 7741419 Revid=a: 10/12/2017
Page2of9
`Q TPJN 1 ERD
53 Fire classification is flat part of this evaluation_ Refer to a current RoPfing Materials Directory for fire ratings
of this product and F13C 15052
5.4 ICP Adhesives Polyset® 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.
55 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide
Product Approval orapproved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives
Polyset® AH-160.
5.6 Field tiles, meeting the limitations of FBC 1609. 3, using ICP Adhesives Polyset® AH•160 are limited to
projects having an Aerodynamic Uplift Moment (M,), determined in accordance with FBC 1609.53 or Tables
ZA and 28 of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment
values. Refer to Section 10 and lCP Adhesives and Sealants, Ina published installation instructions for
Adhesive Paddy Placement details.
:'FABC£`fK`AkiD±TICESJN.tCRill%HPDL'EF°:�Q::�.::.;`,:.�..:.
�.d: �;',' ..
.:�•_ATtUVV!!Ei'E�1:fE14i+?RR!upfirNlUMF.Bj�R!Vf�NC�DII`Fl�;r':t;i'.:;
.,•�,:
. : ... 2ao�iirnRsmors(t�vraHraov.�uedrulaxJriWfxgrxr(seirmtti�xptnma�v-
. .. .._;.:amd:mmrt®trocsd�irArar�oiRnPvumwdlxrd'ri�amsvrfiwo'6aoor?•Yfno3kwa::`..i-° =•.
-Tile (FBC 160953) Allowable
Type Profile Adhesive Paddy Placement Overturning
Moment (ft-"
Clay or
Independent Single Paddy, Medium (W-inch, -30 gram)
60
Independent: Single Paddy, Large (2x1O4nch, 45 gram)
112
Concrete
Flat
Interdependent; Two Paddy(4x4-inch on underlayment,2x4-indi attile overlap)
54
�....."r
9n"�cr
Low/
Independent; Single Paddy Medium (2x7-Inch, ^30 gram)
39
Independent•; S_ ePad , La `�"
Concrete
Medium
Interdependent; Two Paddy (4x44neh on undedayo,"It, 2x44nch attile overlap)
58
Clay
High
Independent Single Paddy, Large (2x1(I-ineh, 45 gram)
134
Clay or
Independent Single Paddy, Medium (2x74nch, -30 gram)
65
Independent; Single Paddy, Large (2x10-inch, `63 gram)
109
Concrete
High
InbUdependent,,Two Pad (4x44nch on undedaymemZWrndr attile overlap)
40
Clay
Barrel
2xlO4ndr x ^35 gram for Pans; 2 @ WO -inch x^17 gram for cap
147
Concrete
Barrel
2)aO4nch x-35 gram for pans; 2 @'1:db-inch x^17 gram for cap
107
Clay
Cap atop 2x
Independent Continuous Paddy,(-34gram/ft) ,
135
Concrete
Cap atop 2x
i
i Independent Continuous Paddy (-'34 gram/ft)
stringer
116
Clay
Cap atop 2x
: Interdependent
stringer
Head: One (1) #10 x 2h" screw; Overlap:, x 6 inch (-105 gram)
SOS
Concrete
Cap atop 2x
:Interdependent
stringer
;Head: One (1) rno x 234'screw; Overlap:l x 6 inch (Y1.05 gem)
76
a.o.l udW in came J. relates to Installation over a'30/90' underlayment system, as detailed in the FRSA/TRI April
201Z (04-12). Alternate underlayment systems include 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 Polysets AH-160.
5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with
ICP Adhesives Polysete AN-260 shall be tested in accordance with sSTD 11 or Testing Application Standard
TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in
SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning
moment.
BWAor Research and Design, LLC_ i evaluation Report02768A3.064a
C0tflMW OfAvr.M1(on f950. 6.x EDMON(2017)FBONON-HVHZ EVALUATION F16332-R8
ICP AdhWh SPolysete AH-160;(W)774-1429 Revmnn a- 10/12/2017
Page3 nr9
)
\/ TR.INITY• ERD
5.7 Hip and ridge tiles using ICP Adhesives Polyseto AH-160 are limited to projects having hip/ridge design pressure
requirements, determined in accordance with Table 3A of FRSAJTRI 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.
.. ,. &x)ZID"GEC,•(•10E5..li4eR.`AD 1(�+Y.O.Cj�SkT�,'p. f,1?i'QC};f.;.5. :f `:`". '
•;':.i
a-ivHmai�33pu�Ra."ii�nip��R�ii�nr(ivoEp� • , : ,
:•.':.';•2%1f.7>INgRG7N'OF,3AF,Eti"
. .. .... .• .. ..::AIREADHAPP��R�fJD&�iJDED$,'.ifO�lpN1lO All�ljt '
. • � .. _ '$tD�NAH9N9FSAFFMAtRE10YAV➢L®A�a'INrE@nEPFN .
Tile
Substrate
Attachment Method
Alloxrable'
Desgm Prvsvne
(asf)
Clay
Zx PT ridge board
Independent Continuous Paddy(-34 gram/ft)
116
Concrete
2x PT ridge board
Independent Continuous Paddy(-34 gram/ft)
107
Clay
2x PT ridge board
Interdependent Head: One (1) #SO x 2%- screw;
90
Overlap:I x 6 inch (^105 gram)
Concrete
2x PT ridge board
Interdependent Head: One (1) #10 x 29' screw;
56
verlap: I x 6 inch (-105 gram)
a'%
ConcSete
Hip& -Rid Channel.bt{Pt5379I
gahmn z� �'"'
sConSdUous`Paddit34grarf~/�)'''
lya.:.., 3'. +'�"•'''�'"�`•'�•:Lidepeopen
N F
ax: e x
Clay or
Trim Lock" (FL5374): aluminum,
Concrete
galvanized, Galvalumea or stainless steel
Continuous Independent Paddy ^34
p y( gram/ft)
173
Gay or
Trim Lock" Plus (115374): aluminum,
Concrete
golvanlzed,GalvWume®orstaialmsteel
Independent Continuous
p Paddy1-34 gram/ft)
178
day
Top Notch (FL8095)
Independent continuous Paddy (`32 gram/ft)
125
Concrete
Top Notch (F18095)
Independent Continuous Paddy (^ 32 gmm/ft)
146
6. INSFALlAT1om
6-1 ICP Adhesives Potysets AH-160 and the tile roof assembly shall be installed in accordance with FRSA/iRI
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 boar6ar hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-17).
Proprietary hip and Udge metal shall be installed in accordance wrth 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 PERMIT REQUIRENIFMS:
As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
8. MANUFACrURING PLANTS:.
Tomball, TX
9. QUALITY ASSURANCE ENtnv:
UL, LLG-QUA9625; (847) 664-3623; LeAnna.Gradecld@ul.com
Exterior Research and Design, tLC. EmIuation Repmt0Q768MX6•R8
Cerblko 01Ao11rorrmeen49M 6'"EDITION (2017)FBC NON-HVHZ EVALUATLON FLGM_Ra
ICP Adhesives Potyset° AH-1W, (888)774-1419 Revision 8: 10/12/2017
Page4af9
`'�'
-RjNffY!ERD
10. PADDY PLACEMENT DETAWS (FROM ICP ADNESIVFSAND 56Arl INC. PUBLISHED LITERATURE):
10.1 Independent, Medium Paddv:
Flawww promerde
Medium Pra6lerile
Nan through plastic
leihen required)
Padciy(BeaeathTile)
Undedayroant
'
2m
Battensopdonai
Jr
_
EaveConrse
asda
Weephole
ton,, tin.
Ewedusure
Ddpedge
High ProSleTle
I
Exterior Research and Design, lLC
c&W°de ojFaMerbsGhn&95n3 67"EDMON(=7) FBC NONdiVHZEVALUADON
ICP Adhetires Pulysete AWM (M)774d419
Ewalu m Report 027MM.O&M
FL6M-M
Revision&10/lzf=
page 5of9
10-2 Independent, areeiPaddv:
Flat/Low ProfileT"rle
l
High ProflleTile
6aerior Research and Design, LLC.
CWJ7mfeofAuthorimGonA%03 6r" EDMON(ZM7) FEC NON-RVRZEVAWATION
ICP Adhwnms Polysele A14360, (BW 774-1479
i
'\j`TRINITY ERD
Fastla
MediumProfllaUe
EVah72don RexrtW6mo64t8
F16342-R8
Revisiona:10f1ZrAM7
Page6of9
Naflthro0g
hvheamgti
�Sdd
cmderu �
lent 2x4in.
0
loin.
Mallow profile Tile
� I '
"',,` TRINTY j ERD
Nailthrough plastic cement
Single paddywder9e
(when required)
Paddylhetmeentiles)
RIattQw \
/oional Padtty(undertae)
1
7�
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singlepaddy \
ohmpoftile�
�4x4m•
x4'
Singlepaddyon
underWymartr
0"
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Na7throu9hplasticeepWnt
Sitglepaddyunderne
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Paddy lhetwece ales)
options
optional �F
Paddy)®dertile)
iaglepadtly
onmederlaynlen
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4x4 n_
Single 2x4in.
paddy—
wl, cd tile
EdVeCOtltge
weephole
IOin tin.
Eaveclusure
Dripedge'
High Promeriile
1 ProfileTile
Fxtedor Research and Design. I.I.C. Evahadon Re por[Oi768LMZ-R
f�DJxnre o/AoMorimtl'endASQa 6t"W171ON (2017)FSC NON•HVFR EVAWATION p_Rg
ICP Adhesives Polyset• Ati-1611: (SM 77a1419 Revision S. 10/2N=7
Pagel a(g
a
10.4 Two Piece Barrel fCap & Pan)Tile
Two Piece Barrel- High Profile Tile
105 Hip and Ridge OndenendeM piacemenll-
TRINITY i ERD
6nerlor Research and Design, U.C.
EDMON(2017) FBCNON-HVHZ WALUAnON blmWatOO Peport0276ga3.06R8
f�AddesluesPo FL6332-RE
Poly-e AH-160, (SM 77A-IM Revision 8: 10/32fZO17
Page8of9
K
- TRINITY!
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Ceref cnM of Authom*tian #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Fast Coast Metals, Inc. _ Evaluation Report E1024o.o8.08-R4
2301 West 8 Lane
FL5374•R4
Hialeah, FL33010 Date of Issuance.09/03/2008
Revision 4: 03/17/2015
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 • f Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Forida Building Code, Residential Volume. The products described
herein have been evaluated forcoRipliance with the 5d' Eiition (2014) Florida Building Code sections noted herein.
DEscrupwm East Coast Metals Ch nel Metals
Laamr: labeling shall be in accordance with the require ents the Accredited Quality Assurance Agency noted herein.
Cor,mNura COMPu{u¢rF: This Evaluation Report is valid u itil 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 agreer ient to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance doC&mentation changes. Trinity�ERD.requires a complete review of this Evaluation Report
relative to updated Code requireme11
nts with each Code Cycle.
ADvernsEMENT: The Evaluation Report number precedrld by the w6rds 'rrinity(ERD Evaluated"'may be displayed in
advertising literature. If any portion of the Evaluation Rej�ort is displayed, then it shall be done in its entirety.
INWECnON: Upon request, a copy ref this entire Evaluatio i Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection atthejob(site at the request of the Building Official.
This Evaluation Report consists of 4ges 1 through 7. i
Prepared by:
Robert J.M. Nieminen, P.E.
FkndaRegishumn Na 55166, Florida DCA
CEannrAtmNOFINDEp DVOM
1. Trinity) ERD does not have, nor d
distributing products it evaluates.
22 Trinity ERD is not owned, operate
3. Robert Nieminen, P.E does not h;
which the evaluation reports are b
4. Robert Nieminen, P.E. does not h;
product
S. This is a building Cade evaluation
project on which this Evaluation F
specifical"r that purpose.
{ •> ' V- :. m:team,Aea�l+m�ma,.asamA,n�awweertwanma�
!1 �"',`-;,i' ace�o;mlmu.msdoasao4.�aeWea
NEt983 t.�d ,.,NUS,GWC`?: daavoart, Sv.4.eWW Wdropk hme6ern4ammNW Nec
i cmau¢apaw.iaam:mnam.m,dmoce mmeamnrc
es it intend to acquire �r will it acquire, a financial interest in any company manufacturing or
or controlled by any company manufacturing or dsstdbuting products it evaluates.
e nor will acquire, a firr incial interest in any company manufacturing or distributing products for
ingissued.
e, nor will acquire, a financial interest in any other entity involved in the approval process of the
fi!
Neither Trinity(ERD not Robert Nieminen, P.E. are, in any way, the Designer of Record for any
port, or previous versiop's thereof, is/wds used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE
Product Category.
Sub -Category:
Compliance Statement: E;
with the following sections
is subject to the Installation
2. STANDARDS:
Section
15073.7
15=1
1SZ3.6.5.2.2
171LL7
3. REFERENCES:
Entitv
ERD (FST6049)
ERD ITST6049)
ERD (TS76049)
Florida TEC (TST7393)
PRI M-f5878)
PRI(rSf5878)
PRI W5878)
PRI(TST5878)
PRI(IST587B)
PRI(TST5878)
PRI(TST5878)
Florida Building Code
Florida Building Code- HVHZ
East Coast Metals
Architectural Testirki; (QUA7844)
4. PRODUCr DEsali RON:
41 Hip & Ridge Chant
designed for use as:
are bonded in FBCA
i
�' 11 TRINIT(f ERD
Roofing
00fingACcessories tint are an Integral Part of the Roofing System
st Metals Channel f etafs, as produced by East Coast Metals, have demonstrated compliance
Florida Building Cod' through testing in accordance with the following standards. Compliance
ememsand Utnitadigns/Co dittorofusesetforthherein.
Property
Installation, non-H
Installation, HVH2
Static Uplift Resisb
Static UDRItResist
Examination
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
Attachment Rey
Attachment Re
Metal Quality
QualtyContnol
d Metal: Preformed
hip and ridge base to
chaannel
rooftifes
Hip & Ridge Channel Metal is available in 1+3/84nch L
3/84nch) length by ES, 3, 3.5, 4, 5, 6 or 7-im11(±3/8-inch)
Standard
Year
FRSAfTRI April 2012(04-12)
2012
RAS 11A 119 & 1Z0
1995
TAS 301
1995
Saco SSTD 11
1997
Reference
Date
E42730.08.14
OS/73/2013
ECM-SC6795.1214-I
02/Z7/2015
ECM-SW95.12.14-2
02/27/Z015
510-62811
1027/2010
ECM-001-02-01
09/21POOl
ECKCa3-02-01
06/U4008
ECM404-02
0611008
3/L
S02 ECM-0O�
06/13/2008
ECIA-006-02-01
06/132008
ECM-007-02-01
06/13/2008
ECM-008.02-01
06/13200g
FRSA/TRI April 2012(04-12)
04/2012
RAS 118,119 and 120
1995
Mill Certifications
various
Participation Letter
Exp_32f312o1g
E derior Research and Design, LLC. p
Cerb7irv[eo)nutlrorimdoneg5p3 i; Evabtaton Report Et0240.08.08,wN
FLW4R4
is Revision & 03/17/2015
i'
Page 2ot7
S.
� I
iI
I
Y�
4.2 Trim Lock tltannel Metal• Pre -finned eta[ channel
designed for use as�a hip and ridge base to welch roof tiles
are bonded in FBC Approved roof tile adhesi te. Trim Lock
Channel Metal is characterized by its .I+profiled and
perforated upper torizontal flange designed to receive
and allow for interbck with the overlying tile adhesive.
Trim Lock Channel Metal is available in 9-3/8-inch L
3/9') length by 3, 5, 4, 5 or 6-inch (+ 3/&I inch) heights
with 1.5-inch L+ 1/2 immch) deck -flanges.
4.2 Trim Lod( Plus Channel Metal: Pre -formed ,eta[ channel
designed for use asp hip and ridge base tow iich roof tiles
are bonded in FSC Approved roof tile adhesr -a. Trim Lock
Plus Channel Meta is Characterized by its profiled and
perforated upper Iorizontal flange design to receive
and allow for inte ock with the overlying le adhesive
and its perforated eck flanges, designed r installation
atop the roof u derlayment via placen ant in FBC
Approved roof Ube: adhesive, which flows brough and
Interlocks with the nderlying adhesive.
Trim luck Plus Channel Metal is available in' 3/8-Inch
(±3/r) length by 3113.5, 4, 5 or 64nch L3/ rich) heights
with 1.5-inch (+Vlf-Indr) deck -flanges.
4.4 East Coast Metals C[Qia�nnel Metals are fabrica
D Galvanized SteAl: Min. 0.019±0.002-in(
D Gaivalumesteel• Min.0.00+0.002-inc
D Aluminum: Mi 0.032±0.002-inch,AS1
6;
D Stainless SteeL•i_ in.0.019±0.002-inch,
LIMITAI7DN$:
i
I�
5.1 This Is a building ccjrle evaluation. Neither
Record for any projgct on which this Evalut
design guidance unless retained specifically fi
Exterior Research and Design, I.I.C.
Out1kute ofAudW&Vdae 43593
i of the following metals:
ASTM A653 (6-90), min. 33161.
OSTM A792, AZ55, min. 35 KSI.
B209, 3003-H14, mIn. 21 KSI.
TM A240/A480, T304, min. 35 KSi.
t \,/ TPJN8TYj ERD
rinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer Of
on Report; or previous versions thereof, Ls/was used for omitting or
that purpose.
Evaluation R4portE107Aa.p8.eS-R4
f15374-{14
Revision a: 03/17/ZU5
Page3of7
5.2 FOR HVHZ JURISDICTIONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Loi
Drawing 12, Detail 9; or RAS 120, Drawing
instructions herein.:[
5.2.2 For HVHZjurisdictk,iis, installations of Hip &
120, and the data in�ables 1A and SB is supp
Installations of Trimck Plus are limited to I
as determined in a - rdancewith RA5127, n
Refer to the file adhesive manufacturer's pub
D "INDEPENDENT, paddy placement met
foam paddy; file head laps are not
performance data below for "INDEPEN
ultimate perfo fnanee.
D "INTERDEPENDENT" paddy placementr
and a second loam paddy bonds the tl
foam paddy. Allowable performance d
margin of safef applied to ultimate per
U
TRINrr(i ERD
I
Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119,
i, Detail 3. For Trim Lod* Plus Channel Metal, refer to the installation
dge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
nefital to these prescriptive allowances.
Ijects having a required moment resistance (Mrj or uplift resistance (Frj,
greater than the following values.
hed Installation instructions for adhesive paddy placement details.
1 each individual tile is bonded to the Channel Metal in its own, single
coded. This method is limited to 2-part tile adhesives Allowable
.NT" paddy placement already has a 2 to i margin of safety applied to
ans each individual file Is bohded to the Channel Metal in a foam paddy,
head lap, or two tiles are bonded to the Channel Metal using a single
a below for' -INTERDEPENDENT- paddy placement already has a 4 to 1
TABla'.p9UonMAN(E taNIRA
oONS-HVHZy1NOEP1a DiNVPA00y`PW'(.EMt(yt
{7,7QZdF'S,FErr'rURFAOYiSPPLlDr-
^ .:^ :'• .•
P �
Hip/Ridge
Metal g
'rile
1 Adhesive
Allowable Pedomtance
Design
MetalType
Type
Placement
MOmeMBased
Uplift Based
_
•�_ `'A'
ffU'"bwfi)b....
Me f
..ivFy_R-b.rfl
Hi &Rid �I
d.
;dayoh-_w
M"
FP
tgahvani
I��dden
,
ChanheiMotat a
•
concrete
eChor'
lAesiveAH10+
x117<.�--
r v169iG��r
Trim Lode
galvanized, Galvalumer,
dayor
3M"
-Componentroam
aluminum orstainlesssteel
concrete
of
Toe Adhesive AH-160
Independent
171
159
.trim Lod*Plus
galvanized, Galvalumel„
dayor
3M"
•Component Foam
aluminum or stainless titeel
concrete
I RoaF
ile Adhesive AH-160
Independent
177
165
c
TABLE: -I�9- PEnPORMANMMEIM
;rmiu-HVHZy.INrtIiOFDramENr.V.ADox�lltCwlFM�-:w
:'::::: �_, , : i. .
_
OFS•7Ft7RiltaEunyAPPefDJ.:'
tip/Ridge
Metal
rile
Adhesive
Allowable Perfe unm
Design
Metal Type
Type
Placement
Moiym ntlBa
Upffft Based
Trim LorkwTrkn
galvanized, Galvalume;,
day or
3M'
-Componentl`wm
Lode NUS
aluminum orstalnlessiteel
conaete
Roofile
Adhesive Al-160
Interdependent
95
88
TrimLock
galvanized, Galvalume"
day or
3M'
ooWeAdhesive
stalnlesssteel f
concrete
RTA-
Imerde ndenf
pe
99
94
Trim Lock
aluminum t
day Or
3M"
roam Roof7ile
S
concrete
Adhe}ive
RTA-1
Interdependent
90
g4
Tdm Lode Plus
galvanized,
donor
3M"
am Roof Tile
aluminum orstainlesssteat
orstvalumeleszs
concrete
Adhesive
RTA-1
Interdependent
p dent
90
84
Trim Lode
galvanized, Galvalume or
dayor
T'afFP1D-Roof
Tile
stainlesssteel
conaete
Adhegive
Interdependent
123
117
Trim Lode
11
aluminum k
day or
TILE
Trle
Interdependent73
79
l:
wnaete
Adhe�iveOND"Roaf
Tdm Lode Plus
galvanized, GalvalumeJ,
dayor
TILE
OND"Roof Tile
aluminum or stainlesssteel
concrete
Adh
Ale
Interdependent
79
73
Tdm Lod*
galvanized, Gah,alumeg}or
day or
Tou
'n Sul S rmnond
stainless steel y,.
concrete
ROof
le Adholve
Interdependent
146
139
Trim Lock
Aluminum ;t
day or
Taudp"'n
seal Stomieond
;I
concrete
Roof{ite
AdhesiYe
Interdependent
58
54
Trim Lock Plus
galvanoed,Galvalume,
day or
Toudi�'n
Seal Storm9ond
aluminum orstainless 9-el
IE
concrete
RoofTle
a
Adhesive
Interdependent
d rdepenent
58
54 -
fSdedor Researth and Design, L1G
C-W= eOfAudrohrudoA#WO3 !! Evaluation RepoKEltrlA0.08.0gJy
FL5374a14
r (nrt�ij Revision4*03117/2015
�: 13 Page4of7
r
it
5.3
5.3.1
5.3.2
1`PJNIlY' ERD
FOR NON-HVHZ JURISDICnONS:
For Hip & Ridge Channel Metal or Trim Lo``�_••�','}}Channel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lodz Plus
Channel Metal, refe4 to the installation instru herein ,
,
For non-HVHZ, insta latons are limited to Ill jectc having hip and ridge design pressure requirements, determined in
accordance with Tillie 1A of FRSA/TRI Apri4 2012 (0 12), not greater than the following values. Refer to the file
adhesive manufacturer's published installatic I instructionslfor adhesive paddy placement details.
D "INDEPENDEPLT" paddy placement meaty ns each individual the is bonded to the channel Metal in its own, single
foam paddy; tile head laps are not bonged. This method is limited to 2-part tile adhesives. This method is limited
to 2-part the 4dhesives. Allowable pert)rmance data below for "INDEPENDENT- paddy placement already has a 2
to 1 margin o fety applied to ultimat� performance.
D 'INTERDEPENXX::E��NT' paddy placement Ileans each individual tile is bonded to the Channel Metal in a foam paddy,
and a second in bonds the t e head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy, towable performance yata below for "INTERDEPENDENT' paddy placement already has a 4 to 1
margin of saAl applied to ultimate performance
. F.;TAati:i PEawRNnNcelstnrtnno
�No -. .'I.oErermrrarP.domiiPrq�evr,
.. '.(21Q•z
oPsaFtTYAtRFAOkAPP6ID)-;.: , :.i •:: �'..:: ;: ,_:c ::_..:':: %. ....
..... -•' :
Nip/Ridge Metal
TA+
)
Adhesive
Allowable'...
(PSeUplif
Design
metalt
TYPO
Placement
Hip &Ridge
Channel Metal
galvanized
day or
con cetp
3M"' 2-Component Foam Roof
Tile Adhesive AH-160
Independent
169
Trim Lode
galvanized, Gaivalume, aluminumor
day or
3M" 2-Compcaent Foam cof
stainless steel k
mncmtp
Tile AdhesiveAH-16o
independent
173
Trim Lode Plus
galvanized, Galvalu r, aluminum or
day oil
3M-2. pone tFoam Roof
stainlesssteel
mn
'rite Adhesive AH-160
Independent
178
7AalE2l PeaFoRmiwcckimrtano
Nori-RVHL.INTERDE RUEivrFJ400Y:P.G'ctwavr:,•.
':
i ..ra•rv'1%huw'
oPiacl�r.Aur<aorwrournJ;":' .:
Hip/Ridge Metal %
_
Adhesive::: - .. .
Alowable uplift
Design
TM
Metal hype
TYPO Placement (Psf)
Trim Lode orTrim
galvanized, Galvalunij, aluminum or
clay or
3M-2-Component Foam Roof
Lack Plus
stainlsssteel [
mncrehg
TIIeAdh�51veAH-160 Interdependent 98
Trim Lodc
galvanized, GalvaluaO- orstainless
dayorl
3Mm Foam Roof Tile Adhesive
steel f:
con
RTA-1
Interdependent
110
Trim Lode
aluminum
day or
3M- Foam Roof7le Adhesive
mnaet
RTA-1
Interdependent
93
Trim Lode Plus
gahranized,GalvalumeN, aluminumor
day or
I
3M" Foam Roof -rile Adhesive
'
stainless sheet &
conrretg
RTA-1
Interdependent
93
Trim Lodc
galvanized, Gahelume orstainless
day or b
TILE BOND- Roof
steel
COW
TJeAdhesive
Interdependent152
Trim Lock
aluminum I -
m�iha'
TILE BOND" Roof Tile Adhesive
Interdependent
82
Trim Lode Plus
gainlessteel alums`, aluminum or
or
stainless steel:
W
TILE BDND„ Rocf•ila Adhesive
Interdependent
82
Trim Lode
galvanized, Galvalumai orstainless
day or
Totrctt'n Seal StormBond Roof
steel ,1
0mcreter
Tile Adhesive
Interdependent
148
Trim Lode
Aluminum J
day or �j
Touch In seal 5tormBond Roof
J.
con
Tile Adhesive
Interdependent
61
.trim Lode Pius galvanized, Galvalume#N, aluminum or
dayor
Touch'n Seal StormSond Roof
stainless steel li:
conrret`
TIIe Adhesive
Interdependent
61
L
n.
Erderior Research and Design, U.C.
CaWXVia ofAvdiwuorion= 03
Evaluation ReportE10M0ASAII.R4
F15374-R4
Revision 4.03/17/2015
Pages of 7
i
i�
I ,I
i
TRJNllrY 1 ERD
6. ItvsrAuanoH: � s
i
6.1 The roof deck shal :be minimum ]5/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached in
accordance with FIC Chapter 23 to the sati "on of the AM.
6.2 Hip &Ridge Chanri"el Metal and Trim Lock �annel Metal shall be installed using min. Si ga. x ---inch long x 3/&inch
head diameter ga(vanhed annular ring sh k nails spared 64nch o.c. along both deck -flanges. Fasteners shall be
positioned Y.-inch H,om the outside edge ofmch deck -flange, set in a bed plastic roof cement. For FBC HVHZ refer to
FBC RAS 119, Draw ni g 13, Detail 3; RAS 119, )rawing 12, Detail 3, or RAS 120, Drawing 25, Detail 3.
6.3 Trim lock Pius Cha A;nel Metal shall be installer ato
9 B P the Approved roof underlayment in continuous 2-inch wide ribbons
of file adhesive cer�ered beneath each LS-1 ich wide deck flange. Place the Trim lack Plus Channel Metal into the wet
adhesive and allovd(it to set-up prior to installiation of roof tiles.
i
i --
s i...
f
G 33
F.
l
r � �
I ,
View of PoksetAH160 Placement forTrim lack Plus Channel Metal Installation
6.3.1 It is critical that the bond between the Trim! Lock Pius Channel Metal, the tile adhesive and the underlayment is not
disturbed prior to o' during placement oftheridge tiles.
6.3.2 Approved underlay0ents are the codified '361W system or other FBC Approved roof underiayments listing approved
use of the subjects eadhesive. i
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Exterior Research and Design, U-
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TRINITY I ERD
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6.4 Tile shall be instailea atop the Channel Metal in accordance with the file adhesive manufacture -es Approved, published
Installation instructiFns, subject to the limita f.ons outlined in Section 5 herein. The exposed edges shall be packed and
pointed with ApproLyed mortar or weather locking adhesive in accordance with FRSA/TRI April 2012 (04.12) or RAS
118, RAS 119, RAS 1@0 requirements.
I
Hip / Ridge Tile
\ Tile Adhesive
Trim Lock Plus
:' ,• :f Y Mortar or Weather 131ock
Adhesive
Tile Adhesive
View of Trim Lock Plus gunnel Metal insMikon after Weather Blocked
6.4.1 Channel Metal shall be free of dust, debris, oil or other bond -breaking substance prior to placement of adhesive.
7. BUILDING PERMIT REQUIREMl7IS:
As required bythe Building Ofpdal or Authority Having urisdiction in orderto properly evaluate the installation of this product
8. MANUFACTURING PLANTS:
Contact the named CIA entity T r manufacturingfadlitle covered by F.A.C. Rule 61G20.3 OA requirements.
9. QUAUTYASSURANCE ENmY: [[[t
Architectural Testing, Inc. — gtllgp$�JA1844, (717) 764.7700 t
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Exterior Research and Design, LLG i Ii Evaluation Report Et01Ap.0&0&R4
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