HomeMy WebLinkAboutEVALAUTION REPORTSCANNED
BY
St. Lucie County
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 6eh Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Ow" ensjCornmg/ sphalfR6-0 gghingles
i �� m . . s _ �t :r•,
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
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 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 IERD 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 "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.
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 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida OCA ANE1983
VTr�NiTrI�R��� COPY
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
SCOPE:
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization !l9503
353 CHRISTIAN STREET, UNITg13
OXFORD, CT 06478
(203)262-9245
Evaluation Report 037940.02.12-RS
Date oflssuance:02 O6/2%0i2
Revision 8: 10/09/2017
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
electronically signed document
CERTIFICATION OF 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 of the
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 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 SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the (t' Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume 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
Pro a
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Entity
Examination
Reference
Date
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol. 3
02/15/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
OGCA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
IICA34308
02/18/2012
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
02/01/2014
UL LLC (TST9628)
Wind Resistance
4786126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami-Dade(CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme
are fiberglass reinforced, 3-tab
asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 DevonshireTM are fiberglass reinforced, 5-tab asphalt roof shingles. .
4.1.4 Duration, TruDefinition" Duration, Duration' Premium Cool, TruDefinition" Duration' Designer Color
Collection, TruDefinitioe Oakridge, Oakridge and WeatherGuarde HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard� HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeTM Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
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 specifically for that purpose.
5.2 This Evaluation Report is notfor 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 037940.02.12-R8
Certifrate ofAuthodwtlon 09503 6r" EDITION(2017) FBC NON-HVHZ EVALUATION FL10674-R33
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
�I I KINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM 137158, Class H, indicating the shingles are acceptable
for use in all wind zones up to V„d = 150 mph (Val, = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Va,d =150 mph (Val, =194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rufe 61G20-3, per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire shingles require minimum five (5) nails per shingle.
➢ WeatherGuard HP shingles require minimum six (6) nails per shingle.
➢ Devonshire"' shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening .are
required. See figures below for details.
6.2.5 Minimum Nailing— Starter Strip Shingle and Starter Strip Plus:
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate ofAuthothation a9503 6'"EDITION(2017)FEIC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing — Classics& upremei
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Wind Ames High Wind desvenos y
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6-Exposure
£sposlcl6n
6.2.7 Minimum Nailing— Berkshires':
Seand Nip
tathdasr8sda
8yf 9Yf 9Yf gvf
1• P
Standard Fastening Pattern
Exterior Research and Design, LLC.
Certificate oJAuthodration a95a3
x,,rTRINITYIERD
Normal Mansard or Area porn
Wind Areas High Wind dosvanes y
Area porn Woman normales Areas Wastes fusrtss
31 lAl szt9-1--
6 S* Exposure
£oposici6n
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Mansard or Steep Slope Fastening Pattern
6m EDITION (2017) FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
FL10674-R13
Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing—DevonshireTM:
1- t 7" 8" t 8a I. 8" I 7" I �„
NGnm
5318'exposure Sealant laca8on
Exposidbn de 5.5/8 put u6icaddn del Wader
Standard 6-Nail Fastening Pattern
rTRINITY ERD
Nails
r
o•.
6W ' �6.•
Ten I" Spots of Asphah Roof Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duratione, TruDefinitione Duration, Duration® Premium Cool & TruDefinitiono
Duration Designer Color Collection:
"all
rr
Standard Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6-Nail 1-astening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-Re
Certntate of Authori:adon#9503 6r"EDITION (2017) FBC NON.HVHZ EVALUATION FL10674-1133
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing—TruDefinition Oakridge®,OakridgeO:
4 Nall Pattern
Esquema con 4 davos
t• t•
I<— tr —>•I k— tr—>•I
re
Erp.sd6nd,66/Bpl4 Piils 5sJr Expom�
Garos Exposhi4n de 66/9pdg.
Standard Fastening Pattern
NTINITY I ERD
6 Nadi Pattern
Esquema con 6 daws
t• r
s sff Fxpmum dUa os 5 RW Exposom
EpWddnde66/8pa1g Expos@6dn de 66/9putg.
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard® HP:
6-Nail Fastening Pattern
pYJLbe Ill View
M—
IA@ail
.t :.
":1
i..hr.r7lwdrNJlFin
OerrsiBrrars�eeJb
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RB
CertiJ]cnte OfAuthorkation#9503 6t"EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
"I TRINITY I ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles
and Pro Edge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge7m Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire's Hip & Ridge and High Ridge:
Fig. 2
mown. smewm
Nw. Hale
lopl. ulbl T 1
1' R.
1' T
I
I
a
I
I
I
6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig. A
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f—Natbn P
A
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I
I I '
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Fig. C Hip & Ridge Shingle Fastening
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Exterior Research and Design, I.I.C.
Certiflmte o/Avthori:ation#9503 6rNEDITION (2017)FBC NON-HVH2 EVALUATION
Owens Corning Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
FU0674-R13
Revision 8: 10/09/2017
Page 7 of 8
�I I R1N1 ERD
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
wind Direction Seduf Strip
.� 6' Exposure
Fasten 7'h'
Cover Exposed
Foston#n with
Roof Cement
6.3.6 Minimum Nailing— DuraRidger" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
NroPenp�Wi
nfO atMMr�N
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
B. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named CIA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RS
Certijicote of Authorization #9503 lim EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8
JTRINITY, ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, N107070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization N9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Evaluation Report
Date oflssuance:30 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`s Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TLM18-f1IL^T�Roo : n of 0i ayl marts
LABELING: 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 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.
ADVERTISEMENT: The Evaluation Report number preceded by the words e'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
,eyJp„iV�„pa The GnMik zealapPeatlnenaf auNarhed by Rabetl NleMnen,
P.E.ano9/]51101]. ThbdoesnotsenasanelenmNuMspnea
ao<„menl
CERTIFICATION OF 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 of the
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 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.
ITRINITY 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 61h 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
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, I.I.C. (QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
540540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
4.1 1T1:tlY11L�;MDA FTA 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 Trl-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 Tr(n(tyjERD 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 Report A42960.10.12-R6
Certificate ofAuthorl:aDan N9503 6r" EDITION(2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 2 of 6
J TRINITY, 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:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
&Shingles
Tri-Built Sand-R SA Shingle
~
i
ss-,r.-
No
No
No
Yes
Yes
n edlf'ment
Tri-Built S/A HT TU
Yes
Underlayment
yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset• AH-160
FL6332
Tri-Built S/A HTTU Underlayment
Dow TileBond"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 DirecV6- ic1t0Dec k:_
rl-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
D 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-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
D 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 orTAS 114, Appendix 1.
' Refer to Tile Manufacturers or Adhesive Manufocturers Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization N9503 6r"EDmON 12017) FBC NON.HVH2 EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 3 of 6
TRINITY ; ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Trl-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
S.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 psf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HTTU Underlayment, self -adhered.
#2 Maximum Design Pressure =-67.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/A HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven Flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
114 Maximum Design Pressure = -60.0 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment:
Tri-Built S/A HTTU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 bra EDITION 12017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 4 of 6
l i
�-f,TR[Nrrr ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zane 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD3, FM Loss•Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Trl-Built 5/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-121):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRER-DECx TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
Tri-Built 5/A HT TU
I' U
Underlayment
Lugged
r•..
� Nl M1
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorhotion#9503 6r"EDITION 12017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page S of 6
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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 S 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 Underlayment, Trl-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. 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 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 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 HT TU 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 tile 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 tile
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, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization N9503 r EDITION (2017) FBC NON-HVHZ EVALUATION F1.36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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