HomeMy WebLinkAboutNOA; 5-V Crimp Metal Roofing Panel System- MIME -
MIAMI-DADE COUNTY
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)
www•miamidade.%!ov/economy
Southeastern Metals Manufacturing Co., I
RECEIVED
11801 Industry Drive
Jacksonville, FL 32218
SCOPE:
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This NOA is being issued under the applicable nd=regula 4ons-gav -
g 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: 5-V Crimp Metal Roofing Panel System
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 renews NOA No.11-0714.08 and consists of pages 1 through 5.
The submitted documentation was reviewed by Gaspar J Rodriguez. FILE Copy
A--
NOA No.: 16-0510.23
Expiration Date: 11/08/21
Approval Date: 06/30/16
Page 1 of 5
ROOFING SYSTEM APPROVAL
" Category Roofing
Sub -Category: Non -Structural Metal Roofing
Material: Steel
Maximum Design Pressure: -180 PSF
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Specifications Product Description
5V Crimp Metal Length: various TAS 125
Corrosion resistant, galvalume or
Roof Panels Height: '/16"
galvanized performed, Kynar or
Width: 25 V?
SuperL II coated, pre -finished,
metal
(Coverage width: 24")
panels.
Thickness: 0.0217
Yield Strength: Min.53ksi
MANUFACTURING LOCATION:
1. Jacksonville, FL
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Report
Date
PRI Construction Materials SEM-011-02-05
TAS-125
11/23/10
Technologies
PRI Construction Materials SEM-011-02-07
ASTM E 8
05/07/12
Technologies
I
Farabaugh Engineering and T270-07
TAS-100
08/24/07
Testing, Inc.
Farabaugh Engineering and T166-07
TAS-100
04/15/07
Testing, Inc.
Force Engineering & Testing, 188-0331T-06A-C
TAS-125
02/26/07
Inc.
Hurricane Test Laboratory, LLC. 0041-0906-07
TAS-125
09/12/07
BASF' Accelerated Weathering
•
ASTM G 154
07/12/07
BASF Salt Spray
ASTM B 117
07/12/07
NOA No.: 16-0510.23
Expiration Date: 11/08/21
Approval Date: 06/30/16
Page 2 of 5
APPROVED ASSEMBLIES:
System: L15V-Crimp" Metal Panels
Deck Type: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank.
Slope Range: 2":12" or greater
Maximum Uplift
Pressure: See Table A Below
Deck Attachment:
In accordance with applicable building code, but in no case it shall be less than 8d annular
ring shank nails spaced at 6" o.c. In re -roofing, where deck is less than 19/32" thick (minimum
"/32") the above attachment method must be in addition to existing attachment.
Underlayment: '
Minimum underlayment shall be an ASTM D 226 Type H installed with a minimum 4" side -
lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12
gauge 1-'/a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c.
in the field of the roll. Or, any approved underlayment having a current NOA.
Valleys:
Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with current published installation instructions and details in Southeastern Metal
Manufacturing Metal Roofing Installation Manual.
Fire Barrier Board:
Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within the
assembly. See Limitation # 1.
Metal Panels and
Install the "5V-Crimp Panels" and accessories in compliance with the current published
Accessories:
installation instructions and details in Southeastern Metals Manufacturing Company's
Installation Manual. Flashings, penetrations, valley construction and other details shall be
constructed in compliance with Roofing Application Standard RAS 133.
1. At the eave, rake, and ridge, fasteners shall be located not more than 3" away from the
panel end.
2. The leading side edge of the panel should be the side with the anti -siphon groove; each
panel side will overlap this channel to provide a capillary brake.
3. The panels shall be fastened with metal roofing sealing washer screws with dimensions as
listed below in Table A; in the crown of the inverted V ribs as shown in the details herein.
4. The panel's width fasteners shall be spaced at 11 %' to the center rib, Then 12 '/2' to the
next, perpendicular to the slope, through the overlapping panel. The flat area of the panel
as shown in the details herein.
5. The panels fastening pattern at the interior of the panel, shall be in rows spaced as listed in
Table A below, running parallel to the slope of the roof.
Table A
Maximum Desi n Pressure
Field
Perimeter and Corners'
Perimeter and Corner'
Maximum Design Pressure
-67.25 PSF
-154.75 PSF
-180 PSF
Fastener Type
#9 x 2"
#9 x 2"
#10-14 x 2-1/2"
Maximum Fastener Spacing
16" OC
8" OC
8" OC
1. Extrapolation shall not be allowed
NOA No.: 16-0510.23
Expiration Date: 11/08/21
Approval Date: 06/30/16
Page 3 of 5
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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters,
and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeters, extended corners and corners).
3. Panels may be rolls formed in continuous lengths from pave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 133
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement:
"Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen
below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model.
5. 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.
NOA No.: 16-0510.23
Expiration Date: 11/08/21
Approval Date: 06/30/16
Page 4 of 5
" 5-V CRIMP" METAL ROOF PANELS
I FASTENING PATTERN FOR 5V-GRIMP AT INTERIOR OF PANEL
FASTENING PATTERN FOR 5V-CRIMP AT EAVE & RIDGE
SeeTable A
END OF THIS ACCEPTANCE
NOA No.: 16-0510.23
Expiration Date: 11/08/21
Approval Date: 06/30/16
Page 5 of 5
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Door Systems
I N; C O.R: P O.R-A, T. D.
Founded on great products,
principles and customer service
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What you'll need
Power drill
1/4" Masonry Bit
Phillips Head Screwdriver
Hammer
Level
Included in the kit:
A. Screws
B. Anchors
C. Frame
D. Louver
Step i. Frame installation
BALANCE frame (C) centered over crawl space
opening. With frame (C) in place, drill top center hole.
INSERT anchor, (B) into hole in wall.
SECURE top center screw (A).
LEVEL frame (0. With frame (C) held in place,
drill remaining. holes.
INSERT remaining anchors (B) into wall.
SECURE all screws (A).
Step Z
INSERT (D) louver into frame. Snap louver into place.
5741 Bayside Road,
Unit 105
Virginia Beach, VA 23455
757.363,0005
1.800.230.9598
www.crawlspacedoors.com