HomeMy WebLinkAboutNOA, Wood Shake ShinglesMIAMI, L7IADE
MIAMI -DARE COUNTY
an PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) vww.rnIa nIdaJc.zov1 conjM
Copper River Shake and Shingle LTD.
9550 28811 St.
Maple Ridge, B.C. V2W1L1
Canada
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
(In Miami Dade County) and/or the AHJ (in 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 AHJ 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 of the Florida Building Code.
DESCRIPTION: Wood Shakes and Shingles
LABELING: 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 shall be done
in its entirety.
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# 14-0107.05 and consists of pages 1 through 3.
The submitted documentation was reviewed by Freddy Serrtino 8
NOA No.: 18-0416.02
FQOpECOliIV7Y Expiration Date: 05/31/23
ii��;�r37tr Approval Date: 05/31/18
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
Cates:ory
Roofing
Sulo -Category:
Wood Shingles and Shakes
Materials
Wood
1)eck Tenet
Wood
SCOPE
This approves roofing system using wood shingles and shakes as manufactured by Copper River Shake and Shingle
LTD; and as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code,
high Velocity Hurricane Zone.
PRODUCT DESCRIPTION
Product
Dimensions
Test
Test Name/Report
Date
Specifications
Resawn Cedar Shakes
Widths = 4" - 14"
TAS 110
PRI Asphalt Technologies
Length = 18 - 24"
TAS -100
Tapersawn Cedar Shakes
Widths = 4" - 14"
TAS 110
ASTM D-3462
Length = 18 - 24"
Wood Shingles
Widths = 4" - 14"
TAS 110
PRI Asphalt Technologies
Length = 16"- 24"
TAS -100
MANUFACTURING LOCATION
1. Maple Ridge, British Colombia
Product Descriplion
No. 1 grade hand split resawn, fire retardant,
preservative treated or natural cedar shakes.
No. 1 grade, fire retardant, preservative treated
or natural cedar shakes.
No. 1 grade western red cedar, fire retardant,
preservative treated or natural cedar shingles.
EVIDENCE SUBMITTED
Test Agcna
Test Identifier
Test Name/Report
Date
PRI Asphalt Technologies
BCSS-001-02-01
TAS -100
12/12/06
PRI Asphalt Technologies
BCSS-002-02-01
TAS -100
12/13/06
PRI Asphalt Technologies
BCSS-003-02-01
ASTM D-3462
05/02/07
(Nail Pull Through)
PRI Asphalt Technologies
CRSS -001-02-01
TAS -100
ASTM D-3462
04/09/18
(Nail Pull Through)
PRT Asphalt Technologies
CRSS -001-02-02
TAS -100
04/09/18
ASTM D-3462
(Nail Pull Through)
NOA No.: 18-0416.02
Expiration Date: 05/31/23
Approval Date: 05/31/18
Page 2 of 3
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code
4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Administrative Code.
INSTALLATION
1. Copper River Shake and Shingle LTD. Wood Shakes and Shingles and its components shall be installed in
strict compliance with Roofing Application Standard 130.
Fastener Pull Through Resistance
uescripnon
Resawn and Tapersawn Wood Shake
Wood Shinele
LABELING
Maximum Pull Force (lbs.
170
132
1. Shingle/Shake Bundles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade
County Product Control Approved".
BUILDING PERMIT REQUIREMENTS
1. Application foi• building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
END OF THIS ACCEPTANCE
NOA No.: 18-0416.02
Expiration Date: 05/31/23
Approval Date: 05/31/18
Page 3 of 3