HomeMy WebLinkAboutNOA-POLYWOOD DECKSCANNED
By
MIAMI-
LrAWAU
DEPARTMENT. OF REGULATORY AND ECONOMIC F
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
Gulf Coast Supply & Manufacturing LLC.
4020 SW 440' St.
Horseshoe Beach, FL. 32648
AP? 0 2 2018
MIAMI-DADE COUNTY
T ,l�u_cie County, WMKF UCT CONTROL SECTION
11805 SW 26 Street, Room 208
(RER) Miami, Florida 33175-2474
T (786) 315-2596 F (786) 315-2599
www.miamidade.eoWeconomv
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed andlaccepted 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
(In Miami Dade County) and/or the AHJ (in are
or material tested for quality assurance purpose;
manufacturer will incur the expense of such test
of such product or material within -their jurisdic�
determined by Miami -Dade County•Product Co
of the applicable building code.
This product is approved as described herein, a
including the High Velocity Hurricane Zone Of
DESCRIPTION: 26 ga. GulfRib Roof
LABELING: Each unit shall bear a pen
statement: "Miami -Dade County Product
late stated below. The Miami -Dade County Product Control Section
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
tg and the AHJ may immediately revoke, modify, or suspend the use
)n. RER reserves the right to revoke this acceptance, if it is
;rol 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
,1 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. maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety. I
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.l
The submitted documentation was reviewed by Alex Tigera.
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MIAMI•DADE COUNTY
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NOA No.: 14-0520.01
Expiration Date:10/23/19
Approval Date: 10/23/14
Page 1 of 6
ROOFING SYSTEM APPROVAL:
Category
Roofing
Sub -Category:.
Metal, P
Material:
Steel
Deck Type:
Wood
Maximum Design Pressure
-159.25
TRADE NAMES OF PRODUCTS
Product
26 ga. GulfRib Roof
Panel
Dimensions
Length: various
Height: 3/4"
Width: 36" (coverage)
Thickness: 26ga.
(0.0185")
MANUFACTURING LOCATION:
1.
EVIDENCE SUBMITTED:
Test Agency
PRI Construction Materials
Technologies
Farabaugh Engineering and Testing
Force Engineering and Testing, Inc.
s (Non -Structural)
7URED OR LABELED BY APPLICANT:
Test Product
Specifications Description
TAS 110 26ga. Steel, Flouropan Coated, Ribbed panel.
r
Test Identifier
Test Name/Report
Date
VLS-004-02-01
ASTM G155
02/22/13
VLS-005=02-01
ASTM B 117
.02/22/13
T270-08A
TAS 100 -
07/18/13
T126-07A
TAS 100
07/18/13
117-0062T-07A-C
TAS 125
07/26/13
NOA No.: 14-0520.01
MIAMI•DADE COUNTY EXpiration Date: 10/23/19
Approval Date: 10/23/14
Page 2 of 6
APPROVED ASSEMBLIES:
System:. 26Ga. GulfRib Roof 1
Deck Type:
Deck Description:
Slope Range:
Maximum Uplift
Wood, Non -insulated
New Construction 19/,
plywood.
2": 12" or greater
See Table A below
or greater plywood or wood plank, or for re -roofing 15/32" or greater
Deck Attachment:
In accordance with applicable Building Code, but in no case shall it be less than 8d annular
ring shank nails space 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 underlaym nt shall be an ASTM D 226 Type II installed with a minimum 4"
side -lap -and 6" end4+s. Underlayment shall be fastened with corrosion resistant tin -caps
and 12 gauge 1 1/4" an ular 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 ublished installation instructions and details in Gulf Coast Supply &
Manufacturing LLC't Installation Manual.
Metal Panels and
Install the "26Ga: Gt IIfRib 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. GultRib Roo fl 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
MA imum 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
MIAMI•DADE COUNTY Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 3 of 6
LIMITATIONS
1. Fire classification is not part of this accept
ratings of this product.
2. The maximum designed pressure listed hei
and corners). Neither rational analysis, nor
pressure zones (i.e. perimeters, extended cc
3. Panels may be rolls formed in continuous 1
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled w
"Miami -Dade County Product Control Ap
below. All clips shall be permanently labe
5. All products listed herein shall have a
Rule 61G20-3 of the Florida Adminis
-1
MIAMI•DADE COUNTY
,.. NOW 1
refer to a current Approved Roofing Materials Directory for fire
shall be applicable to all roof pressure zones (i.e. field, perimeters,
rapolation shall be permitted for enhanced fastening at enhanced
rs and corners).
the from eave to ridge: Maximum lengths -shall be as described in
the manufacturer's name and/or logo, and the following statement:
ved" or with the Miami -Dade County Product Control Seal as seen
with the manufacturer's name and/or logo, and/or model.
assurance audit in accordance with the Florida Building Code and
Code.
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 4 of 6
DRAWINGS
DETAIL A
Overlap
#9 Woodscrews long enough
to penetrate through the sheathing a min.
of 3 "
�s
14 x 8' stitch screws. (optional)
typ. 24" O.G. for-71.75psf
2" From Panel End
CONDITION
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NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 5 of 6
Overlap
END
A (CONTINUED)
1
#9 Woodscrews long enough
to penetrate through the sheathing .
a min. of I"
4" - 14 x $' stitch screws. (optional)
typ. 12" o.c. for-159.25psf
2" From Panel End
AND CORNER CONDITION
THIS ACCEPTANCE
NOA No.: 14-0520.01
MiaMi nape coU?N"W Expiration Date:10/23/19
Approval Date: 10/23/14
Page 6 of 6