HomeMy WebLinkAboutEVALUATION REPORTW
SCANNED
BY
St. Lucie County
rTRINITY ERD
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
Rion Report 037940.02.12-R8
Date of Issuance:02/06/2012
Revision 8: 10/09/2017
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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION:
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. TrinityiERD 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 "Trinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at thejob 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 DCA ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. an 10109/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE: �4•��
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 61h 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
Property
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:
KnUtY
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
06CA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
11CA34308
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 Devonshire"` are fiberglass reinforced, 5-tab asphalt
roof shingles.
urat on , Duration Premium Cool, TruDefinition Duration Designer Color 4.1.4 Duration, ru a iniY on
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard* 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,
Shingles and DuraRidge" 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 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 Report 037940.02.12.R8
Certificate of Authatization p9Se3 6'" EornON(2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
LE CDR n-TINITY 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 D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (Vast = 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 Vasd =150 mph (V„ It = 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 Rule 611320-3, 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.
➢ DevonshireTM 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:
Felt undedaymmt
edge
from eave
self-sealing adhesive
posNoned along ewe
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certl}kate of Authorhation#9S03 6TM EDITION (2017) FBC NON-HVH2 EVALUATION F1.30674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing — Classic® & Supreme:
Nomad Mansard or Aron pars,
wind Ares* High wind desv,n,a y
Am. pen, Worries nurmeles Arsss visntos Wertss
t' fAl r r r Ig z t
u• n•
V Eaposuro
Esposieidn
6.2.7 Minimum Nailing— Berkshire®:
£sated strip
Latkadau#adu
t. i• J
Standard Fastening Pattern
�1 TRINITY ERD
Nomul Mansard or Ara, pans
Wind Areas High Wind desvn,s y
Ara, par, W,ntos nomule, Ar,ss Vienna, fuerros
t:t tzt
6 %11' Espssuro
Espo,iaidn
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certiilcate o)AWhorization#99a3 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL30674-R33
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing—DevonshireTM:
opus........ a-ara pwy Ubitadiin dal sellador
Standard 6-Nail Fastening Pattern
6.2.9 Minimum Nailing — Duration®, EI
Duration Designer Color Collection:
4-Nall FasWrdng Pattern
s..xem o2v.
uaL+YW�
r +r +r
sur aar
Standard Fastening Pattern
�1 TRINITY J ERD
Nails
C.
vsa
Ten t' Soots of Asphalt Roof Cement
Mansard or Steep Slope Fastening Pattern
Duration° Premium Cool & TruDefinition
Mansard or Steep Slope Fastening Pattern
6-Nall Fastening Pattern
a I IF,asten n at7ern
ryW
1p�LL COFT
Research and Design, LLC. Evaluation Report 037940.02.12.RS
Cenijicate of Authorization#9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing—TruDefinition OakridgeO, Oakridge®:
4 Nail Pattem
Esquama con 4 claws
t• t•
I<-- tr
55/8"E6ndo6Naas 66Ar'Exposure
Eryo.7eldn 6/8pu1¢ Clam Eposid6n de 56/8pdg.
Standard Fastening Pattern
-, TRINITY I ERD
6 Nail Pattem
Esquema con 6 dams
t' r
Ir
56/8"Exposure Cla gs 66/8"Exposu2
Fxpos(tidn de 5518pdg Erpos/cM de 56/8pdg.
eu.He�ISY.nMam.e�NO�
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing —WeatherGuard® HP:
t• / _` 7 _
I�— 2•
6-Nail Fastening Pattern
iingle SIdn' VNw
YAWN Aromd
Charm IN "' jt Nil UYm
m�.e�r�..rt1111wrtr
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RB
Certificate o)Authorization 99503 6t"EDI7ION(2017)FBC NON-HVHZ EVALUATION FL30674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of B
�l I RINITY 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 ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge' 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® Hip & Ridge and High Ridge:
�— 11e21WpWna
areamn
6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig. A
VmvaLNp NNW
�— plectbn
Nalln
I I I I
P i I
I I
t
H-6y—N
Fig. C Hip & Ridge Shingle Fastening
Top Vim
MM Mlb
r
y. a..
r r
t" 1
$' EZpomp
L 12 a
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
certificate of Authorization 09503 6TxEDITION (2017)F8C NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/0912017
Page 7 of 8
f
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Saalod Strip
.-` 6'Exposure
�I I RININ I ERD
Standard Ott'
Fastening
Pattern
12' Seahni
7 1? 6' Espeain
6.3.6 Minimum Nailing— DuraRidge'm 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.
Top V ev
Vuempm
Wb,Wer6m
. OxsnaeanJ J Surtnvr
I
I
le
LICE
$Im�
al'
I
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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY: ULLLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com��COPY
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C.
Certinmte oJAuthorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUA
Owens Coming Asphalt Roof Shingles
Evaluation Report 037940.02.12-R8
FL10674-R33
Revision 8: 10/09/2017
Page 8 of 8
�I I RININ ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization N9503
353 CHRISTIAN STREET, UNIT#i13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-116
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 6t6 Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate 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. Trinityl 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 "Trinity IERD 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 DCA ANE1983
F= LE COPY
The racsimlle seal appearing was autnorned by Robert Nieminen,
P.E. on 09r25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
rhkd I F
mi 1-k k am
ROOFING COMPONENT EVALUATION: Y
1Product 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 6t6 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
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:
KnUtIl
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
540540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
544870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
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. San rA ATShingie U derl� rgenf: s a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modlried 2itumen roo� underlayment, wdh a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthoriration#9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-2485 Revision 6: 09/25/2017
Page 2 of 6
�I I KINIIY J 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
Nall -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TIJ
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 IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
I Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/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-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires 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:
➢ Dens Deck Prime; SECU ROCK 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, AppendixJ.
t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Cert(i irate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
�1 TRINTY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-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/TR1 April 2012 (04-
12).
5.6.4 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 HT TU 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 HT TU 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.
#4 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.
IF LE COPY
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certiilcate of Authorization#9503 GP EDm0N (2017) FBC NON-HVHZ EVALUATION FL16049-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
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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 Zone 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
Tri-Built S/A HTTU 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 (04-12)):
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 SUPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Maximum
Underlayment
Tile Profile
Staging Method
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)
11i - &
Tri-Built S/A HTTU-
Underlayment
Lugged
w
WL L
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 eEDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 5 of 6
\! I KINrry I 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. 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 HTTU Underlayment 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.
B. MANUFACTURING PLANTS:
Gulfport, MS
LITY ASSURANC
9 UUL,LLC—QUA 625E(314)578-3406;k.chancellor@us.ul.com L
-END OF EVALUATION REPORT -
Exterior Research and Design, LLC Evaluation Report A42960.10.12-R6
Certificate of Authorization A9503 6' EDITION (2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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