HomeMy WebLinkAboutNOAMIAM.tW MIAMI DARE COUNTI'
F PRODUCT CONTROL SECTION
11805 SW 26 Sheet, Room 208
DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES (RER) Miami, Florida 33175 2474
BOARD AND CODE ADMINISTRATION DIVISION I T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA): mu ww_miamidade-eav/econonn
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)_
This NOA shall not be valid after the expiration date stated below The Miami Dade County Product Control Section
On Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or.
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance;
if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone ofthe Florida Building Code.
DFscmPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks.
LABFUNG! Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following
statement: "Miami Dade County Product Control Approved", unless otherwise noted herein
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product -
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done
in its cntiray.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA #14-0224.03 and consists of pages 1 through 4i.
The submitted documentation was reviewed by Alex Tigera.
� NOA No.:14-0529.02
_ Fspiration Dates 06/19/18
Approval Date-_ 0124115
Pagel of 47
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Design Pressure:
1275 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
All Weather/Empire Base
39 3/8" x 65' 10';
ASTM D 4601, Type Asphalt coated, fiberglass reinforced
Sheet
Roll weight: 70 lbs.
11
base sheet.
(2 squares)
UL Type G2
Flexiglas Base Sheet
39 3/s" x 98'9"; Roll
ASTM D 4601, Type Modified Bitumen coated fiberglass
weight: 90 lbs:
H
base sheet.
(3 squares)
UL Type G2
Flintlastic Base 20
39 3/9 " x 49' 6" RolI
ASTM D 6163,
Modified Bitumen coated fiberglass
weight: 90 lbs.
Grade S, Type I
base sheet.
(1.5 squares)
Flintglas Ply Sheet Type IV
39 3/s" x 1647Roll
ASTM D 2178, Type Fiberglass, asphalt impregnated ply sheet.
weight: 38 lbs.
TV
(5 squares)
UL Type G1
Flintglas Premium Ply Sheet
39 3/s " x 164'7" Roil
ASTM D 2178, Type Fiberglass, asphalt impregnated ply
Type VI
weight: 40 lbs.;:
VI
sheet.
(5 squares) '
UL Type G1
FlintIastic STA
39 3/s" x 32' 10"; Roll
ASTM D 6222,
Smooth surfaced APP Modified
weight: 87 lbs.::
Grade S, Type I
Bitumen membrane with non -woven
(I square)
polyester mat reinforcement for torch
application.
Flintlastic GTA
39 3/s" x 32' 10' ; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs'
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application.
Flintlastic GTA-FR
39 3/s " x 32' 10"; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs!
Grade G, Type I
Bitumen membrane with non -woven
(I square) ;
polyester mat reinforcement for torch
application.
Flintlastic GMS
39 3/s " x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
weight: 94 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for mop
application.
NOA No.: 14-052902
Expiration Date: 06/19/18
Approval Date: 09124/15
Page 2 of 41
Membrane Type: APP Modified
Deck Type 1L- Wood, Non -Insulated
Deck Deseription_ 19/32" or greater plywood or wood plank
System Type E(3): Basc sheet mechanically fastened
All General and System Limitations apply.
Base Sheet: One ply of All Wtathnffimpm Base Sheet, Yosemite Ventmg Base Sheet, Flexiglas Base
Sheet, Flintlastic Poly SMS Base Sheet, Flinflastic Ultra Poly SMS Base Sheet, Glasbase Base
Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below_
Fastening. Base sheet shall be lapped 4";and fastened with 1 I ga_ annular ring shank nails and approved tin
caps 8"o.c. in the lap and three rows staggered in the center ofthe sheet 8"o.c.
Ply Sheet: One ply of All Weather/Empire Base Sheet, Fhntlastic Ultra Poly SMS Base Sheet Glasbase
(Optional) Base Sheet, FlexWas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Dace Sheet or one
or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in
a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq_
or one ply of Black DiamondBase Sheet or Flintlastic Ultra Glass SA self adhered or Fimtlastic
STA or Flintlastic APP Base T torch adhered.
Membrane: Flintlastic GTA, Flintlastic bTA CoolStar, Flintlashr, GTA-FR or Flmtla=c GTA-FR CoolStar
torch adhered to base/ply sheet.
Surfacing: Any of the approved surfacing/coating options Iisted in Table 4.
(Optional)
Maximum Design -52.5 psf_ (See General Limitation 47)
Pressure:
NOA Noa 14-OS"As`
CAAl�AOECOlilY17
Expiration Date_ 06/19/19
Approval date: 891M5
page23 0442
WOOD DECK SYSTEM TL,IMITATtow
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LimnATIONS:
l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
PVT range and at a rate of 20-40 Ibslsq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbsJsq.
Note: Spot attached systems shall be limited to a ma3imum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is biased on a Minimum Characteristic Force (F7 value of 2751b£, as
tested in compliance with Testing Application,Standard TAS 105. If the fastener value, as field-tested, are below
2751bf: insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken1rom Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roofpressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (Le. perimeters, extended corners and comers). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20 3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 140529.02
Expiration Date: 06/19/19
Approval Date: 09/24/15
Page 42 of 42
Florida Building Code Online Page 1 of 2
a o
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL10674-R10
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived i
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@owenscoming.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
RT Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who
Robert J.M. Nieminen
developed 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
F Validation Checklist - Hardcopy Received
Certificate of Independence
FL10674 R10 COI 2015 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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 9/11 /2015
Honda Building Code Online Page 2 of 2
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
04/22/2015
04/23/2015
04/25/2015
06/23/2015
Summary of Products
FL #
Model, Number or Name
Description
10674.1
Owens Corning Asphalt Roofing
3-tab, 4-tab�5-tab, aminated, starter and hip &ridge
Shingles and Starters
shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL10674 R10 II 2015 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R10 odf
Verified By: Robert J. M. Nieminen PE - 59166
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER, Section 5.
Created by Independent Third Party: Yes
Evaluation Reports
FL10674 R10 AE 2015 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R10 Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe StIget, Tallahassee FL 32 ao Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Sooyriaht 2007-2013 gate of Florida :: Privacy Statement :: AScessibility 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
PWFAI
® et�rf ck'ck
Credit�AVE
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 9/11 /2015
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
QOTRINITYIERD 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
EVALUATION REPORT FAX: (203) 262-9243
vwciib wining Evaluation Report 037940.02.12-115
One Owens Corning Parkway FL10674-R10
Toledo, OH 43659 Date of Issuance: 02/06/2012
SCOPE:
Revision 5: 04/22/2015
-
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. 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 "TrinitylERD 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:
t"',
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 04/22/2015. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Adm inistrator and to the named client
CERTIFICATION OF INDEPENDENCE:
I. TrinityJERD 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 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 I 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 l 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 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
1507.25, 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:
EntExamination 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
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"" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection,
TruDefinition0akridge', Oakridge" and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire' Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard" HP Hip & Ridge Shingles,
ProEdge Hip & Ridge Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt
roof shingles.
4.3 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 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.
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 us in all wind zones up to
V.W =150 mph (V.it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles 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 us in all wind zones up to
V.W = 150 mph (V it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization #9503 FL10674-R10
Revision 5: 04/22/2015
Page 2 of 6
ter'
��TRINItYJERD
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 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 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 Plus requires 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.
Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing — Classic® &Supreme:
Normal Mansard or Area pan
Wind Areas High Wind desvanes y
Ara* pars vientos norm*les Areas vientos fuartes
z• IB Z' t
tr IA) tt•
5•Exposure
Exposioi6n
6.2.6 Minimum Nailing — Berkshire®:
Seahnt strip
La Un de saadm
r r
Exterior Research and Design, I.I.C.
Certificote of Authorization lt9503
Normal Mansard or Area par&
Wind Areas High Wind desvenas y
Area pars vientos normales Areas vientos foartes
6 51W Exposure
Exposiei6n
Seahat strip
La dr, da id4o v
!•t----)• f--fi e 04 b V s----ie
r s+�r svt s+�• sW,
r
a
i
Z• AVMk roornpament
CanWto do Wbo do astalto
Evaluation Report 037940.02.12-115
FL10674-R30
Revision 5: 04/221201S
Page 3 of 6
6.2.7 Minimum Nailing — Devonshire":
13 V
6.
Nails
\]'TRINITY IERD
Ten 1" S ots d Asphalt Roof Cement
6.2.8 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition' Duration* Designer
Color Collection:
6.
4 Nall Pattern .
Espoma do 4 davos
Su ana tvlith
dreg de d 'laws Sriiaigaie
a..
Hire" Exposure
5pulg. do expasidda mails S%"UM BqM
14
C&VOS 6140uIgd#irpv*Wn
Minimum Nailing — TruDefinition'Oakridge", Oakridge®:
4 Nall Pattern
Esquoina coin 4 davos
6EzposlU
5/8' Eyposure
da 66/Bptdg Na6
cljvc� ls Erposicon -& s sle pog.
6.2.10 Minimum Nailing
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
therGuard® HP:
Pattern
Wmardand Sfip sbpe
winbotm SU Naie
ama
or" andlop d .,Mott.
Abs. opmewes
,77
0.
=h
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r
-7
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clowemeliffAlFwAiI.Ion"I I
Evaluation Report 037940.02.12-115
FL10674-RI0
Revision 5:04/22/2015
Page 4 of 6
i
�TRINITYJERD
6.3 Hip &Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, 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 DuraRidge— 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 forwind 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:
6.3.4
6.3.5
Fig. 1 4
E— PrwalftVNnd
Direftn p
Nais-- p
\ 4
\\4 p I 1
p I I
4 I I
I
I 1 I 1
I
I
B'
Hponue
Minimum Nailing— Hip & Ridge with Sealant:
Fig. 2
Topmew
SileMew
Mali Nails
1
1' r Top Laodnated T 1
4.Pie[e
1
I
I
I
I
�I
I
e'
SI
1
ul
I
I
i
I
eht Fig: 2 - HighWrd;Faaenitg Pattern
*.hlaW)
rim Shingle
`nd Discaird 2„
lip
Sealant —: -
Strip 12".
' Fast hi.itg 5 51"' T. V Exposu re
Distance
12"
Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig. C Hip & Ridge Shingle Fastening
Top Vlaw
Nails Nails
T'
r t.
1"
s' Erposuro
1 17
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RS
Certificate ofAuthorization #9503 FL10674-R10
Revision 5: 04/22/2015
Page 5 of 6
6.3.6 Minimum Nnilina- Prn Frlaa W- A Ri,4a CM dew.
Pravaill
Wind Direction Sealant Strip
A--' 6' Exposure
Frt� Exposth
Roof Ceteent
Standard A16'
Fastening
Pattern
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yl I I~1
Seelant
6.3.7 Minimum Nailing—DuraRidge'" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions fortheir minimum renuiramantc
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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 QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414) 248-6409; karen.buchmanneul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate o/Authorizotion #9503
Evaluation Report 037940.02.12-115
FL10674-R10
Revision 5: 04/22/2015
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