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LORIDA PRODUCT APPROVAL NO. 11651.13 R2
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC:
26 Ga. 5V Crimp Roof Panel over 15132"Plywood
Florida Product Approval #11651.13 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)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 ! �, ► �,,�
Newberry, FL 32669 ,,.��p,Nl !; s•• /��
Engineer Evaluator: lz : No. 75519
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743 =�
.gyp STATE of0 .
Validator: s�••.. ,. ••'�,�
Locke Bowden, P.E. #49704
9450 Alysbury Place o6�30�20�5
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R2•JUNE 15,2015
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26 GA. 5VCRIMP ROOF PANEL • • •
LORIDA PRODUCT APPROVAL NO. 11651.13 R2
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
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: 80.0 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/a" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/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 94.25'psf 131.0 p"sf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
Fastener Pattern Spacing -6' O.C. 1.6' O.C.
Design Pressure includes a Safety Factor= 2.0.
FL#11651.13 R2•JUNE 15,2015
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FLORIDA PRODUCTAPPROVAL N,t`s'' 11651.13 { :
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
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:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST 5328)
Report No. 117-0053T-05 & 117-0331T-08
2. 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.
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.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 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.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
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26 GA. . • • • •
FLORIDA PRODUCT APPROVAL NO. F;51 I
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.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R2•JUNE 15,2015
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-ORIDAPRODUCT APPROVAL NO. 11651.13
ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
BuildtngsehaVmg a:,Roof Mean Height s;20' 0" Roof Slope ;2"/12 ' „12"/1,2' Gable or Hip Roof;Wind Speeds 120-
180rnph,,Exposure,�C",-Risk Category II, Enc losedxBuilding, based onFFl,onda BUildiha Cade'2014
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
:ZONE 1 :
4945)A.5" Plywood 16"TYPE 1 `16 TYPE 1 16 -TYPE 1 16"'TYPE 9 16'TYPE'1 16"TYPE) 16"TYPE 1
ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
ZONE 3-: '49-15)03"' Plywood. 16`TYPE 1 16"TYPE a1 16"TYPE 1° 16"TYPE 1 16' TYPE:1 16"TYPE 2, 16 TYPE 2
1.)PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80,24"COVERAGE. -
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN.1/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C.. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING: MIN.15/x"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 TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
ZONE 2 HIP ROOF a . Note:Dimension(a)is defined as 10%of the minimum width of the building or
tl ZONE3� T i 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 ; TYPE 1 FASTENER PATTERN
----------- (1) #9-15 x 1-1/2" HWH w/.Sealing Washer
ZONE 12 12I�—
'\--_EAVE At Panel Lap---.-/
ZONE 2 GABLE ROOF .
L—� ------------------ a
i \ TYPE 2 FASTENER PATTERN
/--RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer
f-----i----------------; `�a
---------------------�
ZONE
♦' 11
OZONE 3 �'—EAVE
FL#11651.13 R2•JUNE 15,2015
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26 GA. 5VCRIMP ROOF PANEL OVER • •
ORIDA PRODUCT APPROVAL NO. 11651.13 H2
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. 51!Crimp Roof Panel over 15132"Plywood
Florida Product Approval #11651.13 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)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 1%J1111,,,
Newberry, FL 32669 !%``'KIEL S• /t
Engineer Evaluator: _,�:• No, 7fi519
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743 =�=
o.• STATE of .=rr:
.•
Validator: ';�'ss oR 1p•P.G\�;
Locke Bowden, P.E. #49704 ' NAL EN
9450 Alysbury Place of`3 012.0-IS
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R2•JUNE 15,2015
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SUPPLY & MANUFACTURING
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26 GA. 5VCRIMP ROOFOVER • •
-ORIDA PRODUCT APPROVAL NO. 11651.13 R2
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
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: 80.0 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/s" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 75/32" 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,- 94 25'p'sf. 131.0 psf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
Fastener Pattern Spacing,
Design Pressure includes a Safety Factor= 2.0.
FL#11651.13 R2•JUNE 15,2015
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26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
• , APRODUCTAPPROVAL N•i. 11651.13 1.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
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:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST 5328)
Report No. 117-0053T 05 & 117-0331 T-08
2. 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.
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.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 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.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
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Gulf Co"di
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5VQ(�Ii
ROOF PANEL OVER • •
FLORIDA PRODuc'r APPROVAL NO. 116151.13 R2
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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.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R2 o JUNE 15,2015
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