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® FL# &FLSLO674=12f2:
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived Ll
Product Manufacturer Owens Corning -
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829-
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
U Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By _John W. Knezevich, PE
✓� Validation Checklist- Hardcopy Received
Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEA65bxB8ctyag%3d%3d 1/2
4/26/2017 Florida Building Code Online
�. Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Summary of Products
FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.pdf
Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE- 59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER, Section 5. Evaluation Reports
FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R12.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic '
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455.275(1),Florida Statutes,.effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with anemail address If they have
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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
TR'N'r(1 p 353 CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway FL10674-1112
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
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 5th Edition (2014) 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.
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. 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 1 through 8.
Prepared by:
%OTS' 1t;?
Robert J.M.Nieminen P.E. �r� S:� P.E. n04/The 1 seal 6.Thisdg was snots rveadbyRobertNleminen,
Nieminen, �C:;o,q�lQN�VE�aak :� P.E.on 04/18/2016.Thlsdcesnot serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturingor
distributing products it evaluates.
2. 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.
i
TRINITY ERD
I
ROOFING SYSTEMS EVALUATION: j
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 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 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
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
UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017
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 T"are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition® Duration®, Duration Premium Cool, TruDefinition® Duration® Designer Color
e o
Collection, TruDefinition Oakridge, Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire® Hip& Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip& Ridge
Shingles and DuraRidgeT1 Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 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 for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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 037940.02.12-R7
Certificate of Authorization#9503 F1.10674-1132
Revision 7:04/18/2016
Page 2 of 8
I
TRINITY: ERD
5.4 Wind Classification:
5.4.1 All Owens Corning 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 (Vit=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 Vasa=150 mph(Volt=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 and a building 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 the Florida Building
Code and 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 61G20-3,per FBC Sections 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 manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, 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:
Felt underlayment Deck Feltundedayment Qeck Self-adhered
weatherLockS
SeR•adhered ondedayment
WeatherLock•
underlayment
Drip^ Drip edge Drip odpedgo
edge edge
Flails located Nails located
2=3"from eave 24'from cave
Install first Self-sealing adhesive Sell-sealing adhesive
Starter Strip positioned along eave lmtalrarterStripP6u positioned along eave
shingle with vrithe'rern moved - `\
6'removed , Starter$Wp plus overha s eaves and rakes 114'-3/4'
Starter Strip shingle overhangs eaves end rakes/�-�'i ng
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R7
Certijlcote of Authorization#9503 FL10674-R32
Revision 7:04/18/2016
Page 3 of 8
��TRJNITY I ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
NormalMansard or Area para Normal Mansard or Area para
Wind Areas High Wind d*svanos y Wind Areas High Wind dosvanes y
Area para vlentos normales Areas vlsntos.tr+tertes Ansi para vlentos normales Areas vientox fuertas
�• (A) r (r z' (6 x• r �' SA!
121
Wlixposure 6 618'Exposure
Exposlcidn
Exposlef6n
6.2.7 Minimum Nailing—Berkshire®:
Sealantstrip Sealant strip
La tka de selledar La rb de seflador
i
8Yi" 9 Yt 9 Yt" SV! } .8�h" 8"k" 8 Ye" 8 Id,
}
'. ao
r
i
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
I
Sealant strip
R`• La tka de sakdor
Yf- SYt' S Yf Yf
l.,- ►a te-►• 0 Syr 90 8 B V i
t":.
s
r
0-
2" Asphalt rooNigminkt
Ceateeto Qe tecOde aslatfo
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate ofAuthadzurlon#9503 F1.10674-1112
Revision 7:04/18/2016
Page 4 of 8
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TRINIIYj ER®
6.2.8 Minimum Nailing—Devonshire'"":
1. 7" 1 8" 8" �8�1
,•^•-• tla Nails
` �• B' T
53/8°exposure Sealant location "s
o s�`
Expositi6n de 5.518 pulp
Ubicaci6n del sellador
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration",TruDefinition" Duration, Duration" Premium Cool &TruDefinition• Duration'
Designer Color Collection:
4-Nall Fastening Pattern 6-Nail Fastening Pattern
SunNaegfastening area witlth St WIWWAnlnM�p�aneWft
M%rygnl gym
t tz^ � tr t• t^ tz I tz- ^
;;,s�mL`wyi '-v,-<,— • ;���m+w • a..,, i,..n�&..:; s..+.c,. ",.. ♦.;:� ww,> •ca... wen:a ..•;;
etre•erre^ etre•a ere
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SMNait9 MUning—wmtn
Nei;7yp5Al
t tr u^17
r
o-tro^stra-
_:' .r
�r
Feu 1"Spate ofbphen Ro•Me Cement
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 5 of 8
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TRINITY I ERD
l ;
6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®;
4 Nail Panm 6 NO Pattsm
Esoema con 4 davos. Esquema con 6 clavus,
r r
r r
I<— tr —i►1 Imo-- 1r
6 6/8"Exposure Naik 6618"Exposure.. Naps
Exposiden de 6618pu4 Clavos fxposkt6a de 6W pufg. 65/8"Exp'osule Claw 6 61W ExposuB
Exposkfdn de 6518pulg. Exposleft de 56/8 pufg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening tor.5lopes Greater Than21:12
Swexd7V!.wimp eaeawWU
"t Typkal
1^ u^ 'I i• it
asstv
Fow 1.8poh ofAapnett Roofing NmeM
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
I Single Side View
k-. 2*—a► �7�— I
i•'�r•: �{��'a> •,•,��, ,fl�wr�Ndl Lim
s r CfalLwdefjsJin
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certiftate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 6 of 8
F)o
TRINITYI 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 manufacturer's current published instructions,using four
(4) nails per shingle. Installation of DuraRidgeT1 Hip& Ridge Shingles shall comply with the manufacturer's
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.1. Fig.2
Dlieuian A TOPVicw .SidaNero.
Nalls•—•---- * A Nails Nails
Tap Lanlnated. Z' 1
A i i a- Piece
R I I I
V
osdre � �I
I
I
1
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.A Fig.C Hip&Ridge Shingle Fastening
TopVbw
<—PIYeAilln9 Wind /
Dliectbn p
Nails---J.
A. i j Nails NaIL^
I 1
�pOsd—�
8' Wowe
I 17'
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate of Authorization 119503 FL30674-1132
Revision 7:04/18/2016
Page 7 of 8
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TRINITY'ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
I
Prevailing Standard
Wind Direction Fastening
SoeMtrt Sttip Pattern
8"Exposure � 1"� �� ��•I I'-�
12, SGallant
Fasten 7+h' 7+h'
B"Exposure
Cover Exposed
Fastener with
Roof Cement -12,-
6.3.6 Minimum Nailing—DuraRidge""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.
PFoealing Wind Dimcdan
�-' ITop View
Dinttiondominanroduvant ba*11
Diroaadndalvia toprodxinanto Vn
I
cw
2+h" s OvxcisCaNig SurotdaiM,: ' caw
&iom i I
aror� I I I
L g
I r �Id
' i i ala
E
�pt"ays U
ir-
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:
I
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. j
9. MANUFACTURING PLANTS: j
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3�QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL30674-R32
Revision 7:04/18/2016
Page 8 of 8
DJOSEPH E.SMITH,CLERK OF THE CIRCUIT COURT
meRnt Prepare \� SAINT LUCIE COUNTY
`- .�` FILE# 4301429 04/26/2017 08:07:22 AM
OR BOOK 3988 PAGE 1623-1624 Doc Type:DEED
RECORDING: $18.50
Doc Tax: $0.70
tum to after R rding:
Above Space Reserved for Recording
(If required by your jurisdiction,list above the name&address of,1)where to return this form:2)preperer,3)party requesting recording.]
Quitclaim Deed
Assessor's Property Tax Parcel/Account Number(s): isa ---
THIS QUITCLAIM DEED,execu d this day of 2011, by
first party, Grantor,
whose
mailing address is 7 Lp 3 ,to
second party, Gr ntee,
,
whose mailing address is 34 D N94
WITNESSETH that the said first party,for good consideration and for the sum of k-n
Dollars($ �c-) . 00 )paid by the said second party,the receipt whereof is hereby acknowledged,
does hereby remise,release and quitclaim unto the said second party forever, all the right,title,interest and
claim,which the said first party has in and to the following described parcel of land,and improvements and
appurtenances thereto in the County of Sh--Lucke_ , State of %C Q
o wit:
1
ne
Page 1 of 2
I
IN WITNESS WHEREOF,the said first party has signed and sealed these presents the day and year first
written above. Signed,sealed and delivered in the presence of
T6ink Ono
ig a�pre Itness ature ofNYIness
Print me of Witness Print Name of Witness
i
aturef GrantbW Signature of Grantor
':�ks�orA
Per Name of Grant r Print Name of Grantor
State of VIbr►dok- )
I
County ofL LACA-P,
On � 1 ,before me, L�'
appeared ,personally known to me(or proved
to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s)on the instrument the person(s).or the entity upon behalf
of which the person(s)acted,executed the instrument.
WITNESS my hand and official seal.
1-2 J If I ISBNV V 7-A ye�z wvu�
(Seal)
Si atu e o o
{rl S I r moris
Print Name of Notary YA16NA M,SIRMONS
MY COMMISSION#FF973567
Affiant Known Produced ID EXPIRES March 22,2020
Type of ID '- ,?a -�1 3� ?�} -�Zrj�O (007►398-0153 Florld3N41arySarvke.eom
Page 2 of 2