HomeMy WebLinkAboutEVALUATION REPORTProduct Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC. SCgN
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26 Ga. GulfRibTM Roof Panel over 95/32" Plywood �4C/e Coup
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Florida Product Approval #11651.23 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
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Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.23 R3 • OCTOBER 5, 2017
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description:
GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15 HWH 1.5" with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure
71.75 psf
159.25 psf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
Fastener Pattern Spacing
24" O.C.
12" O.C.
Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.117-0062T-07A-C Dated 02/19/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T126-07, Dated 02/26/2007
Report No. T270-08, Dated 10/13/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 26 is equivalent to ASTM G 155.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4
Fire Barrier:
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. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
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ENGINEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood
Buildings having a Roof Mean Height <_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017.
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN.
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
ZONE 2
#9-150.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
ZONE 3
#9-15x1.5"'
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
12", TYPE 2
1 12", TYPE 2
12", TYPE 2
12", TYPE 2
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: 99-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 71.75 PSF 0 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
,VUNEZ ZONES T-j
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Note: Dimension (a) is defined as 10e/ of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
�e less than either4% of the minimum width of the building or 3 feet.
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GABLE ROOF Ti a
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ZONE 1
FL# 11651.23 R3 • OCTOBER 5. 2017
Cont Tape Seal for use on
#9-15 x 1-1/Y w/Sealer Washer at 24' O.C.
#9-15 x 1-1/2' w/Sealer Washer at 12' O.C.
less
MIAM4DAD5
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
'
11805 SW 26 Slmet, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
eiiiv.miamidade.aavlecmmmv
Gulf Coast Supply & Manufacturing LLC.
4020 SW 4490' St.
Horseshoe Beach, FL. 32648
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 proposes. If this product or material fails to perform in the accepted maimer, 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: 26 ga. GulfRib Roof Panel over I5/32" Plywood deck
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 tennination 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 by Alex Tigera.
APPaOYED
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 1 of 6
ROOFING SYSTEM APPROVAL:
Cate2ory
Sub -Category:
Material:
Deck Type:
Maximum Design Pressure
Roofing
Metal, Panels (Non -Structural)
Steel
Wood
-159.25 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specifications Description
26 ga. Gu11Rib Roof Length: various TAS 110 26ga. Steel, Flouropan Coated, Ribbed panel.
Panel Height: 3/4"
Width: 36" (coverage)
Thickness: 26ga.
(0.0185")
MANUFACTURING LOCATION:
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
Farabaugh Engineering and Testing
T270-08A
TAS 100
07/18/13
T126-07A
TAS 100
07/18/13
Force Engineering and Testing, Inc. 117-0062T-07A-C
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:
26Ga. GulfRib Roof Panel
Deck Type:
Wood, Non -insulated
Deck Description:
New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater
plywood.
Slope Range:
2": 12" or greater
Maximum Uplift
See Table A below
Pressure:
Deck Attachment:
In accordance with applicable Building Code, but in no case shall it be less than 8d almular
ring shank nails spaced 6" o.c. Ill reroofing, where the deck is less than 19/32" thick
(Mininmm 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 1/d' 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 49-15 x 1-1/2" woodgrip
corrosion resistant screws. Fasteners shall of sufficient length to penetrate through the
sheathing a minimum of 3/1G. 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
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 3 of 6
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 eave 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.
MIAMI•DADE COUNTY
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.
is. (optional)
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 5 of 6
DETAIL A (CONTINUED)
#9 Woodscrews long enough
to penetrate through the sheathing
a min. of 16"
4" -14 x 8" stitch screws. (optional)
12" o.c. for-159.25psf
PERIMETER AND CORNER CONDITION
END OF THIS ACCEPTANCE
NOA No.: 14-0520.01
Expiration Date: 10/23/19
Approval Date: 10/23/14
Page 6 of 6