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HomeMy WebLinkAboutNOA- PLYWOOD DECK--
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SCANNED
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RECEIVED
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FEB 2 7 2018
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MIAMI-DADECOUNTY
MIAI~llt i�
PRODUCT CONTROL SECTION
a
DEPARTMENT OF REGU
ST. Lucie County, Permittin
URCES (RER)
11805 SW 26 Street, Room 208
Miami, Florida33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economv
Gulf Coast Supply & Manufacturing LLC.
4020 SW 4496 St.
I'r �f s' 1 1 C °FD`i ORK
Horseshoe Beach, FL. 32648
r� ° "` "
� �WJP.CiioANYCaRRECi;0NS
40080 BY FIELD INSPECTORS TFAT
SCOPE:
& 11 NECESSARY IN ORDER TO
This NOA is being issued under the applicable rules and regulations governing t
be
documentation submitted has been reviewed and accepted by Miami -Dade
- P�1B1
County ro uct Control echon to
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expirati
(In Miami Dade County) and/or the AHJ (in
or material tested for quality assurance purpo
manufacturer will incur the expense of such t
of such product or material within their jurist
determined by Miami -Dade County Product 1
of the applicable building code.
This product is approved as described herein,
including the High Velocity Hurricane Zone i
DESCRIPTION: 26 ga. GuMb Roof
LABELING: Each unit shall bear a pen
statement: "Miami -Dade County Product
RENEWAL of this NOA shall be considered
in the applicable building code negatively affe
date stated below. The Miami -Dade County Product Control Section
is other than Miami Dade County) reserve the right to have this product
. If this product or material fails to perform in the accepted manner, the
ng and the 'AHJ may immediately revoke, modify, or suspend the use
ion. RER reserves the right to revoke this acceptance, if it is
ltrol Section that this product or material fails to meet the requirements
id has been designed to comply with the Florida Building Code
the Florida Building Code.
over 15/32" Plywood deck
label with the manufacturer's name or logo, city, state and following
,l Approved", unless otherwise noted herein.
a renewal application has been filed and there has been no change
the performance of this product.
TERMINATION of this NOA will occur afte' 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 a6matically 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 consists of pages 1 through 6.
The submitted�documentation was reviewed byl Alex Tigera.
APPROVED J
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 1 of 6
CONCEALED FASTENERS ORATTACHMENTS FILE
��PY
ANE THE BESPANSIBIL�IYOf THE
CONTRAC'tOflQFR�CARD
ROOFING SYSTEM APPROVAL:
Category Roofing
Sub -Category: Metal, Panels (Non -Structural)
Material: Steel
Deck Type: Wood
Maximum Design Pressure-159.25 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test
Product
Product Dimensions Specifications
Description
26 ga. GuMb Roof Length: various j TAS 110 26ga.
Steel, Flouropan Coated, Ribbed panel.
Panel Height:3/4"
Width: 36' (coverage)
Thickness: 26ga. i
(0.0185")
I
MANUFACTURING LOCATION:
1.
I
1
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Report
Date
PRI Construction Materials VLS-004-02-01
ASTM G155
02/22/13
Technologies VLS-005-02-01
ASTM B 117
02/22/13
I
Farabaugh Engineering and Testing T270-08A
TAS 100
07/18/13
T126-07A
TAS 100
07/18/13
Force Engineering and Testing, Inc. 11117-0062T-07A-C
II
�I
TAS 125
07/26/13
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 2 of 6
APPROVED ASSEMBLIES:
System:
Deck Type:
Deck Description:
Slope Range:
Maximum Uplift
Pressure:
26Ga. GuMb Roof Panel
Wood, Non -insulated
New Constructionl19/32" or greater plywood or wood plank, or for re-roofing''/32" or greater
plywood.
2": 12" or greater
See Table A below
i
Deck Attachment:
In accordance with applicable Building Code, but in no case shall it be less than 8d annular
ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick
(Minimum 15/32") The above attachment method must be in addition to existing attachment.
Underlayment:
Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side -lap and 6" end?laps. Underlayment shall be fastened with corrosion resistant tin -caps
and 12 gauge 1 %4" 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.
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.
Valleys:
Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with the current published installation instructions and details in Gulf Coast Supply &
Manufacturing LLC',s Installation Manual.
Metal Panels and
Install the "26Ga. GulfRib Roof Panel " and accessories in compliance with Gulf Coast
Accessories:
Supply & Manufacturing LLC's current published installation instructions and details.
Flashing, penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards
RAS 133.
26Ga. GulfRib Roof Panels shall be fastened with a minimum of #9-15 x 1-1/2" woodgrip
corrosion resistant screws. Fasteners shall of sufficient length to penetrate through the
sheathing a minimum 'of 3/16. Fasteners shall be place in accordance with fastener detail
herein as follows:
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corner'
Maximum Design Pressures
71.75 psf
159.25 psf
Maximum Clip Spacing
24" o.c.
12" o.c.
1. Extrapolation shall not be allowed
NOA No.: 14-0520.01
M AMIOAoe coUNrr Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 3 of 6
j..
LIMITATIONS
i
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 comers and corners).
3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 131
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.
CMIAMIMADEMCOZUNTY
,... 11
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.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 4 of 6
PROFILE DRAWINGS
DETAIL A
FIELD CONDITION
ling a min.
vs. (optional)
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 5 of 6
I
I
i
DETAIL A (CONTINUED)
PERIMETER AND CORNER CONDITION
END OF THIS ACCEPTANCE
ling
vs. (optional)
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 6 of 6