HomeMy WebLinkAboutEVALUATION REPORTt ,-
�.E I RINIIY J ERD
EVALUATION REPORT
RECENEi? I
JUL 0 3 2318
ST. Lucie County, Permitting J
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Interwrap,Inc. Evaluation Report 140510.02.12-R3
32923 Mission Way FL15216-R3
Mission, BC V2V-6E4 Canada Date of Issuance: 02/17/2012
(551) 574-2939 FILE COPY Revision 3:10/10/2017
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 a Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Rhin�oRoo_f 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. 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 '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 3.
Prepared by:
RobertJ.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
SCANNED
BY
St. Lucie County
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. Trinity) 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 orcontrolled by anycompany manufacturing ordistributing products itevaluates.
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 approvai 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 TPJNITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance
with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with
applicable sections of the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Properties
Standard
Year
1507.1.1, T1507.1.1
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1
Tear Strength
ASTM D1970
2015
3. REFERENCES:
Entity
Examination
Reference
Date
ITS(TST1509)
Physical Properties
100539395CO07006
10/27/2011
ITS(TST1509)
Physical Properties
100539395COQ-002
10/27/2011
ITS(TST1509)
Physical Properties
100539395COQ 006
03/14/2014
PRI(TSr5878)
ASTM D1970; Tear strength
OCF-330-02-02
10/03/2017
ITS(QUA1673)
Quality Control
Service Confirmation
09/30/2017
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch
wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception).
5. 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 or test report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof 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 7- _
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate or
Simulated Slate
RhinoRoof U20
Yes
No
No
Yes'
Yes -—No
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
Exterior Research and Design, U.C. Evaluation Report 140510.02.12-113
Certificate of Authorization#9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION F115216-113
RhinoRoof Underlayments Revision 3: 10/10/2017
Page 2 of 3
� I K���TY I ERD
}
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation
instructions 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.
6.3 RhinoR6of U20:
_..-` -
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type 1 or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter
head, or those noted in 6A.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch
diameter plastic or metal cap nails or FBC HVHZ nails& 1-5/8" diameter tin caps (with the rough edge facing
up). The use of staples is prohibited.
6.3.2 Single Layer; Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain
conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For
exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is
required.
When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned
over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap
published instructions.
6.4.3 Double Layer: 2:12< Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width
plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a
full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but
maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
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:
Qingdao, China
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 140530.02.12-113
Certificate of Authorization N9503 6rx EDITION 12017) FBC NON-HVHZ EVALUATION F1.35216-113
RhinoRoof Underlayments Revision 3:10/30/2017
Page 3 of 3
RECEIVED --- EXTERIOR RESEARCH & DESIGN, LLC.
i Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
TRINITY ERD 0 s 2018 OXFORD, CT 06478
EVALUATION REPORT _ . i.nc;e County, Permitting
(203)262-9245
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
Toledo, OH of Issance: 02/06/2012
(740) 404-782959 FILE C 0 PY Date Revision 8: 10/09/2017
y 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 (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R90S.2.6.1.
CONTINUED COMPUMCE: 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. TrinityJERD 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 I through B.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59I66, Florida DC4 ANE1983
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. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. 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 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.
C�1 TR,,N,TY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 60' Edition (2017) Florida Building Code and Florida Building Cade,
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:
Entity Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol.3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-112453 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
ULLLC (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 , TruDefiinition Duration*, Duration Premium Cool, TruDefiinition Duration Designer Color
Collection, TruDefiinitione 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, Pro Edge Hip & Ridge
Shingles and DuraftidgeTM 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 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 forthat 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
Certrlwte ofAuthorkatfun M9503 0 EDITION(Z017) FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
'\-� I I KIN11Y ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 2507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D71SB, Class H, indicating the shingles are acceptable
for use in all wind zones up to Va:d = 150 mph (Van = 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 (Van =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 2609.4.3, 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. INSTALLAnoN:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 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 fallowing
exceptions:
➢ Berkshire shingles require minimum five (5) nails per shingle.
➢ WeatherGuard HP shingles require minimum six (6) nails per shingle.
➢ Devonshlr6m 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 a7Authortwilan#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION F1.30674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing —Classic®&Supreme:
Normal Mansard or Awspera
Wind Areas High Wiad desvanssy
Ares pars Want" normales Areas viontos BnYWs
• IAI t- t' s' lB
•tr m
WEsposurs
e+p"iddn
6.2.7 Minimum Nailing— Berkshire's:
Standard Fastening Pattern
\1J TMITY ERD
Normal Mansard or Area pare
WindAmn Nigh Wind dwswnes y
Ama pars vlwd,s „mrd" Are" wcoms, ratites
t. t. z. iB a. t.
to t r
6548 Exposure
erposiddo
Mansard or Steep Slope Fastening Pattern
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
CeMpwre DfAuthunrotlon oww Eta EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing—Devonshirey":
1" i 7" r 8" i 8" 8" r 7" I 1"
ae",
M/8' exposure Sealant location
Exposiddn de5.5/g pulg U6lcad6n del seliador
Standard 6-Nail Fastening Pattern
1.
NTINITY ERD
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition"
Duration Designer Color Collection:
Standard Fastening Pattern
swem�o ru�wno"u.mm
Mansard or Steep Slope Fastening Pattern
stening Pattem
smeumamu++�wmdhmn
&Nail Fastening Pattern
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certljicate o)Autharlmtion 0950 6EDrriON(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing —TruDefinitian OakridgeO,Oakridge®:
4 Nail Pattem
Esgaemacon4cOms
r t
le-- tr —►1 k--• tz —►1
Spposure Nam 66I8"Ezpowre
Spa
siCiddn de 66/SpdB. Clamr Espodddn do 66/8pxdp
Standard Fastening Pattern
TRINITY I ERD
6 Nail Pattem
Esquema con6 dams
t• t
,r -►I IE- tr
55/8"EaprtureNab 55/e"Esprsma
Fapa4d6nde66/8pd9. Ekpesfctinde66/8palg.
mn�re '..
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing— WeatherGuard® HP:
6-Nail Fastening Pattern
ileObiMr Vlwv
MI U106
14
tats�errerartFdts
Exterior Research and Design, U.C. Evaluation Report 037940.0L32-118
Cer1RrateoJAuthodroaon/9603 6r"EDITION(ZO17) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
rTRINITYIER*D
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 CiuraRlcll;6 r 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:
Fig. i
�-- o,evawouom
Dtrdaidn
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig. A
cDnatbnmadogwbd
f—
WIW
Fig. C Hip & Ridge Shingle Fastening
TdyVW,
ov s wim
r
z r_
r r
t" 1'
5" r�aan,
IV
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RB
[ertfWme ofAuthorhation 09903 eEDITION (2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Vf-p'iNITYIERD
Standard .—it'—•
Fastening
Pattern
g• 1 t' Sea at
71h' 6'Expasum
It2•-
6.3.6 Minimum Nailing—DuraRidgeT" 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.
VhQ
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.
8. 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 CIA
requirements. .
10. QUALTTYASsURANCE ENTITY:
UL LLC— QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118
CeraFroreofAuthadraeon e903 6" EDMON(2017) FBC NON-HVHZ EVALUATION FL1a674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
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