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26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.12 R2
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.12 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
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Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 % NA' EL S
Engineer Evaluator: ;* No, ;r
Dan Kuhn, P.E. #75519 _
5519
Florida Evaluation ANE ID: 10743 * ��
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.-�p'• STATE OF .'Q
Validator: -,�Fss� OR►DPG���<,•'
Locke Bowden, P.E. #49704 ,�ONq'�EN
9450 Alysbury Place
Montgornery, AL 36117 0
6�30 2-075
Contents:
Evaluation Report Pages 1 - 5
FLY 11651.12 R2•JUNE 15,2015
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5VCRIMP
26 GA. 5VCRIMP ROOF PANEL OVER 15/32"PLYWOOD*
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FLORIDA PRODUCT APPROVAL ® s
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat 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 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing through panel rib.
%a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, 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 2014.
Design Uplift Pressures: Table "A"
Maximum Total,Uplift-Design Pressure 108.5 psf. .156:5 psf
Fastener Pattern Panel Rib Panel Rib
Fastener Pattern.Spacing 12" O.C. 6"'O.C.
Design Pressure includes a Safety Factor=2.0.
FL11 11,11p�651.12 R2•gJ}UNEE 1}5.5,2y20,15
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5VCRIMP
ROOF PANEL OVER PLYWOOD*
iF FLORIDA, PRODUCT APPROVAL NO. 11651.12 R2
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, 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 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
C UL 580-06 -Test for Uplift Resistance of Roof Assemblies
e UL 1897-04- 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 1'17.
Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
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 1897-04 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
FLIt 11651.12 R2•JUNE 15,2015
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Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, 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: Per Manufacturer's installation guidelines per Florida Building Code 2014 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 2014 Section 1609 or ASCE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall
not be exceeded.
FLS 11651.12 R2•JUNE 15,2015 _
11,670
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FLORIDA PRODUCT
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ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height s 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 2014.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
(MIN.1/4"
MIN.15/32" ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPEED Penetration) ( )
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 1f9-15x1.5" Plywood 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
ZONE 2 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE'1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1,
ZONE 3 #9-15x1.5" Plywood 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
1.)PANEL DESCRIPTION:5V CRIMP,-MIN. 26 GA., GRADE 50, 24"COVERAGE,3/8"TALL.-
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. %4" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.5 PSF@ 12"C.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 1 S6.5
PSF @ 6" O.C. FASTENER SPACING.TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL'1897 TESTING.
4.)PLYWOOD DECKING: MIN. IS/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLETASED ON WIND PRESSURES CALCULATED PER'ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
-ZONE 2 HIP ROOF ZONE 3- a., Note:Dimension(a)is defined as 10%of the minimum width of the building or
a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
--- _ - _ ----- less than either 4%of the minimum width of the building or 3 feet.
-RIDGE
(1) #9-15 x 1-1/2" HWH.w/Sealing Washer
ZONE 1
12" 12"
-EAVE At Panel Lap—/
ZONE 2 GABLE ROOF Al
a
--RIDGE
s (a
--- - - a
ZONE 1
--ZONE 3 EAVE
FLP 11651.12 R2•JUNE 15,2015`
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