HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY
TRINITY! ERD St. Lucie County
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate Of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box70 FL16048-R6
Rutherford, NJ07070 Date of Issuance:10/25/2012
(800) 516-1485 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 h Edition (2027) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LAsEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED ComvuANCE: 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.
ADvERnsEMENT: 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 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 DC4ANE1983
The fac Wo mat 31WrNd we authorized by Robert Nieminen,
P.F.on 09/25/2017. 7Wa dam not mrve ss an eltttmNm lly signed
dowmem.
CERMCATiON OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it Intend to acquire or will R acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity) 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 Nleminen, 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 d. building code evaluation. Neither TrinllylERD 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: 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 /
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 G1S5
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
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 M6049)
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
'04110/2014
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
S40540.10.14
10131/2014
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-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. PRODUcr 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; 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[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.
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 ReportA42960.10.12-R6
Cart1fcate ofAudwriwdari 09503 6m EDrnoN(2017) FBC NON•HVHZ EVALUATION FL16048•R6
TRI-BUILT Roof Underlayments, (800) 516-1495 Revision 6: 09/25/2017
Page 2 of 6
TRINITY ERD
SA 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:
TAB[f:1::`RdoPCovEROenoTiS�:;=:::::-;;'d;;i4:`"-C4::'.'>;::;q:
Underlayment
Asphalt
Nail -On Tile
Foam -on Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-BuiR Smooth HT S/A
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
ADHEsM/tJbluf:RIAYMENt
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-BuiltS/A HT TU 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-Bullt 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 tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R'SA Shingle Underlayment, Tri-Bulk 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 on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Cerajlcate ofAWmrkatton M03 6'v EDITION (2017)FBC NON-HVHZ EVALUATION FL16648-R6
TRt-BUILT Roof Undedayments; (800) 516-1495 Revision 6: 09/25/2017
Page 3 of 6
'\J 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:
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.
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. Roil out approximately 10 ft of membrane and peel back the first 3
fit 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 2-ff 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 12-inch 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 the 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 tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for file
'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.
H. 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, LLG I Evaluation ReportA42960.10.12-R6
Cerbficme ofAuthorizorlon#9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL16048•R6
TR4BUILT Roof underlayments, (goo) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
,J TRINITYl ER®
EXTERIOR RESEARCH & DESIGN, LLC.
CertfJicate ofAuthorizotion #9503
353 CHRISTIAN STREET, UNIT 13
OXFORD, Cl' 06478
(203)262-9245
EVALUATION REPORT
ICP Adhesives and Sealants, Inc Evaluation Report 02768.03.06-RS
12505 NW 44 h Street FL6332-R8
Coral Springs, FL 33065 Date of Issuance:09/08/2009
(888) 774-1419 Revision 8:10/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6m Edition (2017) Florida Building Code sections noted herein.
DESCRIPnow ICP Adhesives PolysetO AH-160
LABELING: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CoNnNUED CompuANcE: 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.
ADVER ISEmENr: 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.
INUPEcnON: 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 J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The fadmile sesiappearingwas autho fed by Robert
Weminen, PE on 10/12/2017. This does not serve as an
electronkaffvs}med dourment
m1TIRCATION OF INDEPENDENCE
1. Exterior Research & Design, LLC d/b/a TPin"Ity 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 d/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 entity involved in the approval process of the
product.
5. 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.
' T NITY i ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category. Roof Tile Adhesives
Compliance Statement: ICP Adhesives Polysee AN-160, as produced by ICP Adhesives and Sealants, Inc., has
demonstrated compliance with the 6t8 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
1504.2.1.1
Overturning resistance
SSTD 11
1997
3. REFERENCES:
Enti
Examination
Reference
Date
ERD UST 6049)
Static Uplift—SSTD 11
P39740.02.12
02/20/2012
ERD(TST 6049)
Static Uplilift—SSTD 11
P39740.=13-R3
02/02/2025
ICC-ES(EVL2396)
20121BC Compliance
ESR-1709
12/01/2016
Miami -Dade (CER 1592)
HVHZcompliance
17-0322.03
04/27/2017
PRI (TST5878)
Static Uplift—SSTD it
ECM-001-02-01
09/21/2001
PRI(TST5878)
Static Uplift—SSTD 11
PFI-DO6-02-01
05/09/2005
PRI(TST 5878)
Static Uplift —SSTD 11
PFI-006-02-02
05/09/2005
FRI(TST5878)
Static Uplift —SSTD 11
PFI-007-02-01
10/11/20D5
PRI(TST5878)
Static Uplift—SSTD11
PFI-008-02-04
02/21/2006
PRI(TST 5878)
Static Uplift—SSTD 21
PFI-CGMZ-03
02/21/2006
PRI (TST5878)
Static Uplift—SSTD 11
TGRI-001-02-03
10/30/2006
FRI.(TST5878)
Static Uplift—SSTD 11
TGRi-WI-02-03
10/30/2006
FRIUST 5878)
Static Uplift—SSID 11
PFPI-010.02-01
12/07/2006
PRI(TST5878)
Static Uplift— SSTD 11
PFPI-011-02-01
12/07/2006
PRI(TST5878)
Static Uprift—SSTD 11
PFPI-012-02-01
12/07/2006
PRI(TST5878)
Static Uplift —SSTD 11
PFPI-013-02-01
12/07/2006
PRI(TST5878)
Static Uplift —SSTD 11
PFPI-014.02-01
12/07/2006
PRI(TST5878)
Static Uplift—SSTD 11
ECM-003-02-01
06/13/2008
PRI(TST5878)
Static Upffft—SSTD 11
ECM-004-02-01
06/13/2008
PRI FIST 5878)
Static Uplift —SSTD 11
ECM-0OS-02-01
06/13/2008
PRI(TST 5878)
Static Uplift —SSTO 11
ECM-006-02-01
06/13/2008
FRI fW 5878)
Static Uplift —SSTD 11
ECM-007-02-01
06/13/2008
PRI(TST5878)
Static Uplift—SSTD 11
ECM-008-02-01
06/13/2008
UL LLC(QUA 9625)
Quality Assurance
Service Confirmation
Exp.06/05/2018
4. PRODUCTDESCRIFTION:
4.1 ICP Adhesives Polyset° AH-160 is a two -component expanding polyurethane roof file 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 ProPacV 30 & 100).
S. timiTAT1oNs:
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.
Exterior Remarch and Design, U.C. Evalwdon Report 02768.03.06R8
CwPbM 0fAud-*Vd-#9503 if" EDmON (2017) FBc NON-wRz EVALUATION FIb332-118
ICP Adhesives PolysW AH-560, (888) 774-1419 Revaion 9. 10/12/2017
. Page2o19
t
TPJNITY ERD
5.3 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.
5.4 ICP Adhesives Polyseta 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 lop( -level by the Authority
Having Jurisdiction.
5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide
Product Approval or approved 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 2609.5.3, using ICP Adhesives Polyset® AN-160 are limited to
projects having an Aerodynamic Uplift Moment (M.), determined in accordance with FBC 1609.53 or Tables
2A and 2B of FRSA/TRI April 2012. (04-22), not greater than the following Allowable Overturning Moment
values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for
Adhesive Paddy Placement details.
7dsC:E`Y?FJL1LtTIIE4JN3QP.AUH6LyESPtlL9'SEE®�260i_iir_<•:•:'..:':.i.,`
.' ..At9fiWABL@O1/ERt17RNWCrMBMENTFE6FORMANCFnRA7(� .
. Zt1A2MAl[GINOFSAFETy`AIRfAD$jNPLfDF1R7NUEPFNDFMIS�6�aR•CON[MaOpSV,inDrJ'P14G4�8Yr
., .. . .. • ':.'4•Tal:MAFG/N'OFSAFbrYAInfADyAPPrrEDA)AINleID®aYOHYf 'Fddo ayf.'; •. ... .. .
.Tile (FBC 1609.53)
Adhesive Paddy Placement
Allowable
Overturning
Type
ProfileMoment
(ft,"
Clay or
Independent; Single Paddy, Medium (2x7-Inch,-30 gram)
60
Independent; Single Paddy, Large (WO -Inch, 45 gram)
112
Concrete
Flat
Interdependent, Two Paddy (4x4-inch on underlayment, 2x4-Inch at the overlap)
54
mil- o—°r
LOW/
Independent; Single Paddy, Medium (W-inch, ^30 gram)
39
dependdfi�S nnglePaaddyptar ee (2x10-indP--54Vam).
fwgt�
Concrete
Medium
Interdependent, Two Paddy (4x44mch on underlayment, 2x4-inchattile overlap)
58
Clay
High
Independent Single Paddy, large (2x1O4nch, -45 gram)
234
Clay or
Independent Single Paddy, Medium(2x7-inch,-30 gram)
65
Independent Single Paddy, Large (2x10-inch, `63 ram)
109
Concrete
High
Imerdependent;Tm Paddy(4x44nch on underlayment, 2x4-inch attle overlap)
40
_Barre
Clay
l
2x104nch x ^35 gram for pans; 2 @ 1x104rich x-17 gram for cop
147
Concrete
Barrel
WO -inch x -35 gram for pans; 2 @'brI.0-inch x-'17 gram for cap
107
Clay
Cap atop 2x
stringer
Independent Continuous Paddy (-34 gram/ft)
135
Concrete
Cap atop 2x
stringer
Independent: Continuous Paddy (-34 gram/ft)
116
Clay
Cap atop 2x
Interdependent:
stringer
Head: One (2) #10 x 2%" screw; Overlap: I x 6 inch (-10.5 gram)
SOS
Concrete
Cap atop 2x
Interdependent:
stringer
Head: One (1) #10 x 2%0 screw; Overlap: I x 6 inch (-10.5 gram)
76
b.6.1 uata In Table i relates to Installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April
2012 (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 Polyset® AH-160.
5.6.2 Tile roof systems using the types or profiles other than those fisted above acquiring acceptance for use with
ICP Adhesives PolysW AH-160 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'.
Ex rlor Research and Design, LLG
Evaluation Report 0276BX13.064M
CerNJloue oJauMortmdan A55Q3 6niE0I1ION (2017)FBC NON-HVHZ EVALUATION FL6332-R32-Ra
ICP Adhesives PatMe AR-160; (888) 774-IM Revi ion & 10/12/2017
Page 3 of 9
\4 TRINITY I 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 1A of FRSA/TRI 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.
. • .. . - . .. �::::. •- : ie2' 1CP`AOAESNFS PA
:TAB )11R &:RIDGE'�7CES1hG ti'SEjPI-A4i i6� .
_
-. A4LOWABL',13pL1FFitESWANc5PERFOBMANCEAICTA� - -
. ' •'.E'm'S-M1Nn61N-OF3AF{;i"ALItFADKppp(/F'pfDRiNDbENDnYdfEOp¢NI/O{tS PAQfrY paceweirr,
4Ya4`MRRWNYIFSAFEMAIRFAOYAPPfJID'RiR'INrtSDID,FNUFJ�n:P,WmY1$QF-='`'.::::'., ..••::`....:•::..�". '::"r
Allowable
Tile
Substrate
Attachment Method
Design Pressure
(Psfl
Clay
2x PT ridge board
Independent Continuous Paddy(-34 gram/ft)
216
Concrete
2x PT ridge board
Independent Continuous Paddy ("34 gram/ft)
207
Clay
2x PT ridge board
Interdependent: Head: One (2) #10 x 2%'screw:
90
Overlap: I x 6 inch (^lOS gram)
Concrete
2x PT ridge board
Interdependent: Head: One (2) #20 x 2%- screw:
56
Overlap: 2 x 6 inch (-'10.5 gram)
rUayor
Hip
-&Ridge'thanneFMetaI(FL5374)i
-:---.
Concrete
gCtygnTi
Led
Independe=Conntii0_ uous Paddy_
Clay or
Trim Lock' (FL5374): aluminum,
Concrete
galvanized, Galvalume®orstainlesssteel
Independent Continuous Paddy
p Y1"34 gram/ft)
173
Gay or
Trim Lock"' Plus (FL5374): aluminum,
Concrete
galvanized, Golvalumeeorstalnlesssteel
Continuous Pad Independent
P dl'(-'34 gram/ft)
178
Clay I
Top Notch (FL8095)
Independent. Continuous Paddy (`32 gram/ft)
125
Concrete I
Top Notch (FL8095)
Independent: Continuous Paddy (^ 32 gram/ft)
246
6. INSTALLATION:
6.1 ICP Adhesives PolysetO AH-160 and the the roof assembly shall be installed in accordance with FRSA/TRI
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 boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI 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.
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:
Tomball, TX
9. QUALITY ASSURANCE ENTITY:
UL, LLG—QUA9625; (847) 664-3623; LeAnna.GracleckiA ul.com
Exterior Research and Design, LLC. Etrakotion Report 02768.03.0r M
GvtV t¢ofAufta otbn99503 6a' EDITON(2017) FBC NON-HVHZ EVAWATION FL6332-RS
ICP Adhesives Polysei® AR-160: (8S) 774.1429 Re9isron R: 1011212W
Page 4 of 9
\�,MITY i ERD
10. PADDY PLACEMENT DETAIIs (FROM ICP ADHESNES AND SEALANTS, INC. PUBLIsHED LrrERATURE):
1U.1
Nail throud
iwhen rogtr.
Battens optional
Eave Coutae
0
0 4'S
70 in
Rat/Low Profile Tile
Nail through plasticceroent
when requhed)
Paddy (ReneathTOe)
U ndertayme71
nt
v
BettensopHonat
l5
701n. �. ' 21n.
Save Closure
Eave Course Fascia
Medium Profile Tile
NaRthroughplasticce
Ivdten requhed)
Paddy (BeneathTile)
Undedaymant
,II4
7 in.
2m.,
Battens optional
�a
Y EaveCourse
Fascia
weephole
70)n. tin.
gave closure
Dripedge
Mgh ProfileTile
Exterior Research and Design, LLC. Evaluation Report 02768.03.e6M
COWS ofAudwf®tiun&RW 6t"EDITION (2017)FBC NON-HVHL EVALUATION FL6332-M
ICP Adhesives Poiyseto AH460; (ass) 774.1M Revtsion& 20/12/2017
Page s of B
10.2 Independent, large Paddy,
Cement
optional o ^ �•
.ne
a
l0im
Flat/Low Profile Tile
plasticcement
2 in.wide
\,)TRINITY'i ERD
K Eave closure
Fascia
Medium Profile Tile
Nail through piastk
(when required) Paddy (eeneathTlle)
undalayment e
S
2in.wide
y.
Battens
optional N
Faye Course Fasda
Woophole
10im tin. Eaveclosure
Dtlpedge
High ProMe7lle
Exterior Research and Design, LLG Evaluation Report02768A3.064ts
Catgtmne efAudm.,uWn#9503 (P EDMON(2017)FBL NON-HVR2 EVALUATION FLO32-R8
ICP Adhesives PohmW A14-160; (888) 774-1419 Revision 8: 10/12/2017
Page 6 of 9
a
on
/ o \
o .F
s.
loin. ""`-"f'x,
Flat&ow Profile Tile
2x
(undert0el
High Profile Tile
T RINITY j ERD
plastic cement
Medium Profile*11fle
K Eave<loswa
fascia
Exterior Research and Design, LLG Evaluation Report02763A3.06-RR
Cnnjfmt gfAUVwd Wv#9503 e"EDmON(2017)FBC NON-HVHZEVALDATION FL6332-R3
ICP Adhesives Polysete AH-160; (8W 77e-1419 Revision & 10/12/2017
Page 7 of 9
,-J TRIN.ITYi EKD
10.4
10.5
Two Piece Barrel (Cap & Pan) Tile:
YI ndrlayment
i
Imowshowx4
me.
m.Arcomnm;w
Two Piece Barrel- High PTo0leTile
Hit) and Ridge (independent Placement)-
T. a Wp%dSe oats.. Le.Q
m7N� R.�b�.v9tle ofa Dov4 mS+TMIztC bs�gtieddmw ne.maot0.hbyUgebea4argihloixW i
Exterior Research and Design, U C. Evaluation Report 02768A OSM
Cff4%QteofAud,.ta. 09M 6T"EDITION (Z017)FBC NON-HVHZ EVALUATION Fl6331-gg
ICPAdhedives POly WAH-160,(US)774.1419 Revision &10/12/2017
Page 8 of 9
TRINITY
EVALUATION REPOR
East Coast Metals, In&
2301 West 8 Lane
Hialeah, FL 33010
SCOPE:
This Evaluation Report is issued
construction materials in the State
use of the product under the Flor
herein have been evaluated for cc
DESOUPTION: East Coast
LAaEUNG: Labeling shall be in acco
COAMNUED COMPLIANCE: This Ev k.
Quality Assurance documentation
Evaluation Report by the named c
referenced Quality Assurance doe
relative to updated Code requirerr
AMEMSEMENT. The Evaluation R
advertising literature. If any portic
INSPECnON: Upon request, a copy
distributors and shall be available
This Evaluation Report consists of
Prepared by:
Robert J.M. Nieminen, P.E.
Rancid Registration No. 59166, Rondo DCA
OMMWAMON OF INDEPENDENCE
1. Ttinity)ERD does not have, nor r
distributing products itevaluates.
2 Trinity ERDrs not owned, operate
3. Robert Nieminen, P.E. does not h
which the evaluation reports are 1
4. Robert Nieminen, P.E. does not h
product
5. This is a building code evaluatior
Project on which this Evaluation I
specificallyfor that purpose.
EXTERIOR RESEARCH & DESIGN, U.C.
OWcateof AuthorkaUbn i V503
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
j Revision 4: 03/17/2015
rider Rule 61G20-3 rand the applicable rules and regulations governing the use of
F Florida. The documc ntation submitted has been reviewed by Robert Nieminen, P.E. for
i Building Code and F orida Building Code, Residential Volume. The products described
Trance with the 5u' E Mon (2014) Florida Building Code sections noted herein.
inel Metals
nice with the require
ion Report is valid i
ranges, or provisions
nt constitutes agree
nentation changes.
its with each Code Ci
ort number preced
of the Evaluation Rel
this entire Evaluatio
inspection atthe)oi
;es 1 through 7.
es It intend to acquire
or controlled by any cor
e nor will acquire, a fin;
ng issued.
a, nor will acquire, a fin
Neither Trinity) ERD no
Dort, or previous versiol
its t�e A redited Quality Assurance Agency noted herein.
such timl as the named product(s) changes, the referenced
ie Code that relate to the product change. Acceptance of this
t to notify Robert Nieminen, P.E. if the product changes or the
Ity I ERD. requires a complete review of this Evaluation Report
I by the words 'TrinitylERD Evaluated"'may be displayed in
in is displayed, then it shall be done in its entirety.
Report shall be provided to the user by the manufacturer or its
ite at the request of the Building Official -
Theheh"re1MIS. earF¢easa�u,orc:mw�bvenknx�mi,
P.Ema3/lSW A Th&doesmtimh ®b eCmNol W
daamivit 9.fined.a�[drwMnPMih rmrnLammflhEt"ehe
vrmnsappwdadm::sbam.sdmue mmddpitt
Will It acquire, a financial interest in any company manufacturing or
impress 1n any company manufacturing or distributing products for
I I
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, is/was used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category -
Sub -Category:
Compliance Statement Eas
with the following sections o
is subject to the Installation F
2. STANDARDS:
Section
15073.7
15188.1
1523.6.5.12
171L21
4.
Entkv
ERD W6049)
ERD (TST6049)
ERD M 6049)
Florida TEC(TST7393)
PRI (T ISM)
Pal CTST5878)
PRI(TST5878)
PRI(IST5878)
PRII tM 878)
PRIM-5878)
PRI(TSf5878)
Florida Building Code
Florida Building Code- HVHZ
East Coast Metals
Architectural Testing (QUA1844)
PROOUCTDESCRIPDON:
4.1 Hip & Ridge Chann
designed for use as
are bonded in FBC Aj
Hip & Ridge Chann(i,
3/84nch) length by 2'
heights with 1.54ncy
i 'mot
I
TMNI`(Y?ERD
i
Roofing
i
RoofingAccessorlestlI
t are an Integral Part of the RoofingSystem
,oast Metals Channel
etals, as produced by East Coast Metals, have demonstrated compliance
to Florida Building Codd
through testing in accordance with the following Standards. Compliance
uirements and Ltmitati
ns/ Conditions of Use set forth herein.
i
Prop
I
Standard
Year
Installation, non-HVHZ
I FRSA/fRI April 2012 (04.12)
2012
Installation, HVHZ
I RAS 118,139 & 120
1995
Static Uplift Resistance
TA5101
1995
Static Uprrtt Resistance
j SEW SSTD 11
rl
1997
Examination
Reference
Date
Static Uplift Resistance,'
E42730.08.131
08/23/2013
StaticupliRResistancePdd
ECM-SC6795.12.144
02/27/2015
Static Uplift Resistance;)
ECM-SC6795.12.14-2
02/27/2015
TAS 101
it S1k62811
10127=0
TAS 101
ECM-OM-02O1
09/23/2001
TAS 201
) ECIVJ- -0 -01
06/13/2008
TAS 101
f ECM-0O4-02-01
06/MCD8
TAS 101
ECM-s-M-01
06/13/2008
TAS 101
ECM-006 -01
06/13/2008
TAS 101
ECM-007-02-01
06/1312MB
TAS 101
ECM-OOMZ-01
06/13/2008
Attachment Requln:me9pts
I FRSA MApril 2012(04-12)
04/2012
Attachment Re9uiremets
RA5118, 119 and 120
Less
Quality
Mill Cerlifiotiow
Various
QuarrtyComrol
4 Participation Letter
Exp.12/31/2018
i Metal: Pre -formed
hip and ridge base to
proved roof tile adhe
Metal is available in
5, 3, 3.5, 4, 5, 6 or 7-ii
channel
roof tiles
3/&inch (+
(+3/8-inch)
Exterior Research and Destgn, U.C. V Evaluation ReportE1QZ40.08A&R4
Cab7XM 0Aur6oruudnn #9503
FL5374-RA
Y Rev$ion 4.03/17/21115
Page 2 of
S.
4.2 Trim Lock Channel MeraL• Preformed
designed for use as a hip and ridge base to
are bonded in FBC pproved roof tile adhe.
Channel Metal is characterized by its
perforated upper iorizontal flange desigi
and allow for Interlock with the overlying t11
Trim Lock Channel Metal is available In ]
3/8") length by 3, . s, 4, 5 or 6-Inch (± 3/
with 15-inch (+ 1/3 i inch) deck -flanges.
E.WA
Trim Lock Plus Chi
designed for use a:
are bonded in FBC
Plus Channel Met
perforated upper
and allow for into
and its perforated
atop the roof u
Approved'roof till
interlocks with the
Trim Lock Plus Cha
L+3/90) length by 2
with 1.54nch (±1/]
4.4 East Coast Metals
➢ Galvanized Ste
➢ Galvalumestel
➢ Aluminum: MI
➢ Stainless Steel:
limiTAmoNs:
5.1 This Is a building o
Record for any p%
design guidance uni
Exterior Research and Design, ur-
CemPmta of Awhenzvdw Osn4
at channei
h roof tiles
Trim Lock
)filed and
to receive
heslv'e.
nel Metal: Pre -formed )Metal channel
hip and ridge base to ich roof tiles
)proved roof tile adhesi,e. Trim Lock
is characterized by its profiled and
)rizontal flange designi d to receive
)ck with the overlying tile adhesive
ack flanges, designed fir r installation
lerlayment via placerent in FBC
adhesive, which flows -through and
Metal is available in
4,5 or G-inch L+3/g
h) deck-flangm
me[ Metals are
Min. 0.019+0.
±0.002-inch,
heights
d of the following metals:
ASTM A653 (G-90), min. 33 K51.
ASTM A792, AZ55, min. 35 KSI.
8209, 3003-N1d, min. 21 KSL
I M A240/A4g0, MI34, min. 35 KSI.
Q TRINITY! ERD
evaluation. Neitherftrtnity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of
on whim this Evalu 4on Report, or previous versTs; thereof, Ls/was used for permitting or
retained specifically Athat purpose.
is
Evaluation Report E10240.=084t4
FL5374-R4
Revision 4: 03/17/2015
Page3of7
5.2
5.2.1
5.22
For Hip & Ridge Q
Drawing 12, Detail
instructions herein.
For HV14Z jurisdictil
120, and the data it
Installations of Trin
as determined in ac
Refer to the tile adt
D "INDEPENDEP
foam paddy;
performance
ultimate perk
D "INTERDEPEN
and a second
foam paddy.
margin ofsaft
'\jiRIN'TYiERD
nel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 319,
or RAS 120, Drawing *, Detall 3. For Trim Lock Plus Channel Metal, refer to the installation
Installations of Hip &' idge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
tiles lAand 1B is supp(finehtal to these prescriptive allowances.
ck Plus are limited to 1. rojects having a required mo�nent resistance (Mr) or uprdt resistance(Fr),
i
lance with RAS 127, n It greater than the followingTues.
m manufacturers published Installation instructions for adhtsnre paddy placement details.
paddy placement met, s each individual file is bonded to the Channel Metal in its own, single
head laps are not Filled. This method is limited to2-part file adhesives. Allowable
DEPEN EN a below for "INT" paddy placement already has a 2 to 1 margin of safety applied to
r
NT" paddy placement r9eans each individual tile is bonded to the Channel Metal in a foam paddy,
am paddy bonds the tii head lap, ordwo tiles are bonded to the Channel Metal using a single
owable performance data below for'TNT'ERDEPENDENT^ paddy placement already has a 4 to
applied to ultimate perlfor mole.
7'A61E7'A:.PEMPvo."MtIWTATioNs-HVH7,1DEP4NDENWADDY:P.UUZMML,'
..(ZraZti{aRsm�oFSArttrauernDr!,iPP(rmj,�i^
Hip/Ridge
Metal t
Tile
( Adhesive
Allowable Performance
Design
Metal Type
1 TA.
Dlaormem
Moment Based
UPINt Based
'
K(f 4bf)
.P5tibF1�
HifmRidilti--
.'_.
galvaniied `='—
Fclay for......
3M"' -Component Foam =-.,,.�:,
Independ@m-,i
� i
"• •127Z
w �....
�36g,
Channel Metal
concrete
Rooflfile Adhesive AH•a60'r
Tdm Lock
galvanized, Gaivalumei°,�.,
aluminum orstArdesssteel
day or
concrete
3M'" -Component Foam
RoofIrle AdhesiveAH-160
Independent
173
359
Trim Look Plus
galvanized, Galalume+I,
aluminum or Stainless$teel
day or
concrete
3NP' •Componeit"!
Foam
Roof ik Adhesive AH-160
Independent
177
165
TAetE:PmwaM?NCECml2Attoia-HVH2;.INrtnfitDDuokrvY.P.rioo'Gferc�:TnENP :'': '.::'::.. :.r.:.�
• :. .': .• :,(4m1iY1aaGpDl{OFSait7YNtxBIUYF?P,aEo):'':^; '�%.':'::.: ''. '• .•: •.`: ....
..'Allowable
trip/Ridge Metal
Tilt
Adhesive
Performance
Design
Metal Type
Type�
MomentBased
uplift Based
M,(ft4bf)
17 Obf)
Trim lock or Trim
galvanized, Galvalumet.,
day or
3M--Component Foam
Lock Plus
aluminum or stainless steel
concrete
Roof')ileAdhesive AH-160
Interdependent
95
88
Trim Lock
galvanized, GalvalumeO,,
day or
3M"' fTile Adhesive
statnlesssteel f
concrete
RrA-1
Interdependent
99
g4
Trim Lock
aluminum
'
day or
IM-Foam Roof Tile
Interdependent
9p
gq
oDnaete
Adh4ive RFA-1
Trim Lod: Plus
galvanized, galralumeI,
day or
3M"' am Raaf-nle
aluminum or stainless #eel
concrete
Adhesive RrA•1
Interdependent
90
B4
Trim Lock
galvanized,G8WIume or
dayor
TILE ND"'R Tile
stainless steel
concrete
Adhesnre
lnterdependerrt
123
117
Trim Lock
SS
aluminum k
day or
TTLEtONDTM Roof Tile
Interdependent
Pe
79
concrete
Adh
73
Trim LockPius
galvanized, GalvalumeV
dayor
TILE VND^ Roof71le
-
alumfnumorstoinlesssteel
mncrete
Adhesive
Interdependent
79
73
Trim Lodi
galvanized, Galalumej or
dayor
TOudc'n Seal Stomteand
stainlesssteel y;
mnaete
Rod' ile Adheshm
Interdependent
146
139
Trim Lock
Aluminum }
day or
Toud)','n Seal Sto Bond
concrete
Roal" Re Adhesive
Interdependent
58
54
Tdm fork Plus
galvanized, Galvalume•,
F
day or
Toudi'n Seal St.=Bond
aluminum orsbinless $eel
concrete
RoofjileAdhesive
Intardependeni
58
54
I. 11
Exterior Research and Design, Ujr- ^ Evaluation Report E10740.08.OtIR4
CentfiorrealAntlwnzotion895o3 li FI5374-PA
Y'
Revision 4r03/17/20M
6 Page 4 of 7
�I
{
j� I
!I
I; II
53
5.3.1
53.2
II � fry
�j� �`PJN11Y j ERD
I
FOR NON -Hi JURISDICTIONS
For Hip & Ridge Channel Metal or Trim Loci jChannel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lock Pius
Channel Metal, refer to the installation instr ons herein
For non-HVHZ, insillations are limited to Pi ojects having hip and ridge design pressure requirements, determined in
accordance witfi 7atble 1A of FRS"I Apri! 2012 (04-12), not greater than the following values. Refer to the tile
adhesive manufactl I'eI's published instaliatic n instructions for adhesive paddy placement details.
D "INDEPENDEI�3"' paddy placement mein each individual tile is bonded to the Channel Metal in Its own, single
foam paddy; the head laps are not bonded. This method is limited to 2-part tile adhesives. This method is limited
to 2-part tile adhesives. Allowable performance data below for "INDEPENDEM" paddy placement already has a 2
to 1 margin o, fety applied to ultimata performance.
D "INTERDEPENbENr paddy placement I tears each Individual tile is bonded to the Channel Metal in a foam paddy,
and a second Foam paddy bonds the tie head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy.Allowable performance cjata below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin ofsaiapplied to ultimal rmance.
:. 'TABM s PmrbnmrmrE9ilniTA-i -N ' 1 aitnrP , ..Ptic�nev[ : -` ., .. , , •;� ,?._. ..._ : .,
, _ .
.. . ' .fI7tIZMAR�jfOFSAFEIY .AFhffml":.".. •.: '.:•.; � . . ..' : "::.. :. '.
^•' :
HIP/Riegel i
?
�!
Adhesive ..: .! <.'
.: ., .
ARow'ble UFirit
Design
Mebl7Yype
Type
Placement
Hip &Ridge
I
galvanized F
clay or
3M-2-Component Foam Roof
Channel Metal
f
_I
mn
rife Adhesive AH-160
Independent
169
Trim lock
galvanzed, Galvalumob, aluminum or
day or
3W 2-"Ponent Foam Roof
stainless steel
of
Tile Adhesive AH-160
Independent
173
Trim Lode Plus
galvanized, Gaivalumeb, aluminum or
day or
312-Component Foam Roof
stainless steel
mnaete
T#e Adhesive AM-160
Independent
178
t
TAeIE 2FL PFRFORMATICE LIMrrATm Wor-HVHZ, INTOMEPEnne}JrPAppY.PCACE1WEtt[
KP/Ridge Metal E
Tie
....-_ ..
Adhesive,
... .. .. ..
Allowable Uplift
(Pst)
Design
Mebi'Gype
Type
Plarvmem
Trim Lock orTrim
galvanized, Galralu °, aluminum or
mt?lui
day or j
312-Com panentFoam Roof
Lock Plus
stamlesssteel
oenaet�
Tile Adhesive AN-160
Interdependent
98
Trim Lock
galvanized, Galalumi orsiainlen
day or
3M— Foam RoofTle Adhesive
a
RTA-1
110steel
Trim lurk
aluminum F'
W
ofTi Foam Adhesive
�
RTA-1
Interdependent
93
Trim Lock Pius
galvanized, Galraluri aluminum or
day or
3M"' Foam RoofTde Adhesive
stainlesssteel
mnc;24
R7A-1
Interdependent
93
Trim Lock -
galvanized, Gah'alume orstainless
day or
'1 801 Roof
steel
m
TdeAdhesive
Interdependent
152
Trim Lock
aluminum
orTILE
CanRoof
HOND'" Tile Ad ire
Interdependent
82
Trim Lock Pius
galvanized,ivalume® , aluminum or
stainiesssteel
ssteel
TILE BOND"'Ru ie adhesive
Interdependent
82
�
Lode
galvanized, Galvali orstainless
j
day orTrim
7ouch'n SealStonnHond Roof
steel d
oviae
concrete
Tile Adhesive
Interdependent
14$
Trim Lock
Aluminum �:
day or j
Too ch'n Seal StoEonnF
i.
concrete
Tile AdhesiveTdm
Interdependent
61
LodkPWs ��nh�•G-hud men§aluminum or
day or i
7oudr'n 52al5tofstainless
steel ;
mncret41
TileAdhesiveInterdepanderd
61
r.
Exterior Research and Design,1 1: &
[abFcvteofAudmviapffm F M R'I
I r.
I.�f
i7 4
i�
c tl
:1
Evaluation ReportEWMELO11.0i
FI537444
Revision 4: 03f17/20L5
Pages of
6. DMAL ATION.-
6.1 The roof deck shall be minimum 15/32-inct
accordance with FOC Chapter 23 to the satin
6.2 Hip & Ridge Channel Metal and Trim Lock I
head diameter galvanized annular ring sh:
positioned 3:-inch I = the outside edge of
FBC RAS SIR, Drau4ng 13,.Detail 3; RAS 119,
6.3 Trim Lock Pius Cha �Inel Metal shall be install
of file adhesive centered beneath each 1.5•',
adhesive and allovietto set-up prior to insta
View of PolysetAHi60 Placement for Trim
i;
6.3.1 It is critical that the bond between the Tri
disturbed prior to of during placement oftt
6.3.2 Approved undedayments are the codified
use of the subject tiie adhesive
F
6derior Research and Design, LLC
rertrfi'mte of Avf6un'mdoa 49519
i \f
ywood (non-HVHZ) or minimum 19/324nch plywood (HVHZ) attached in
tion of the AM.
nnel Metal shall be installed using min. it ga. x 1%4nch long x 3/84nch
nails spaced 64nrh o.c. along both deck -flanges. Fasteners shall be
ch d tic -flange, set in a bed plastic roof cement For FRC FNHZ, refer to
3WmJ 12, 13e1ail3, or RAS 120, Drawing 15, Detail 3.
atop the Approved roof unierlayment in continuous 24nch wide ribbons
i wide deck flange. Place the Trim Lock Plus Channel Metal Into the wet
ion of roof tiles.
ck PluslChanhel Metal Installation
Lock Plus Channel Metal, the file adhesive and the undedayment is not
idge tiles.
190' system or other FBC Approved roof underlayments fisting approved
Evaluation Report ElO?A X&QS4R4
FI5374-R4
Revisam4:03/17/ZM
Page 6of7
1 �
6.4 Tile shall be it
Installation in.
pointed with
118, RA5119,
atop the Channel Met
t% subject to the limit
.d mortar or weather
) requirements.
l�
\J TPJN9TYI ERD
accordance with the tile adhesive manufacturer's Approved, published
s outlined in Section 5 herein. The exposed edges shall be packed and
king adhesive In accordance with FRSA/TRI April 2012 (04-12) or RAS
Hip / Ridge Tile
`•.= Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
View of Trim tuck P{bs Gunnel Metal Installation after weather Blocked
6.4.1 Channel Metal shall be free of dust; debits, oll� or other bond -breaking substance prior to placement of adhesive.
f
7. BUILDING Pmmrr REQUIRENtU S: i
As required by the Building Official or Authority Having urisdiction in order to properly evaluate the installation of this product
8. MANUFACTURING PLANTS: i
Contact the named QA entity {y@ter manufacturing facilitle I covered by FA.C. Rule 61620.3 OA requirements.
9. QUALITYAssuRANri ENTITY: F
Architectural Testing, Inc —Qllff JA1844, (717) 764-7700
B- END OFWALUATiONRkPORT-
[Exterior Research and Design, LLC. P:, it Evaluation Report E1o240ARD8R4
CaWXOW ofAvOwrkatfan 89M .
li FLS374-M
Revision 4:63/17/2M
�' I; Page 7 of