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Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING,
JAN 2 3 2019
ST. Lucie County, Permitting
24 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood
Florida Product Approval #11651.9 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)
NON HVHZ
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 'b
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
SCANNED
BY
St. Lucie County
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No. 75519
STATE OF
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Contents: q 6 r` a r
Evaluation Report Pages 1-1���� [jai
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
GulfLokT", 7/s" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum 1 2" plywood
decking. Non Structural application.
Panel Material/Standards:
Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.0235" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-121.75 psf.
Panel Fastener: Through Panel Slot: (1) #10-12xl " Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum OA2" 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 Design Pressures
Roof Areas .
Assein61y A
assembly B
Assembly.0
AssemblyD
Maximum Design Pressures
81.75 psf
96.75 psf
-121.75 psf
-161 psf
'Fastener Spacing
70 Ya' O[C
SK':0 C
SYe O C .:
5W,0:C:
Sealant
No
No
Yes
No
-Pane l Clip
No 'p'
No
Yes
'Design Pressure includes a Safety Factor = 2.0.
2017
Code Compliance:
The product described herein has demonstrated compliance with the
Florida Building Code 2017, 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 2017, 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 1897-12 - 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. 117-0089T-05 Dated 062005
2. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0301T-10A-C, Dated 0726/2013
3. TAS 125
Architectural Testing, Inc. (FBC Organization # TST-1527)
Report No.B9000.01-450-18, Dated 12/12/2012
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.
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.
FL# 11651.9 R3 • OCTOBER
Gq1fC6aKt-----
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.
Installation:
Install per Manufacturer's recommended details.
Underlayment:
Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification:
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. 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.
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ENGINEER LOAD TABLE: 24 Ga. GulfLokT" 16" Wide Roof Panel over 15/32" Plywood
Bul d(ngs4t aving aSRoof
Meant eight s 20 0 Roof'rSlope 2 /12 g /72 s,Gable or
Hlp Roof Wind'Speedsy120
180mph ;Exposure*C
^1y2
Categorydll Enclosed Bu)Idmgibased'on Florida Building,Code420.17
�Rlsk
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. do
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
ONE-1^,
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SEMBLY A�SEifMBLY3A
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ASSEMBLY A?
7
AS�SExMBLYA
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�ASSEMOLYeA<
PLYINUOD�S�MBL�Y
ZONE 2
(1) #10-12z1"
PLYWOOD OOD
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
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1.) PANEL DESCRIPTION: GULFLOKT"', MIN. 24 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL FASTENER: (1) #10-12X1" PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 81.75 PSF AT 10'/4" O.C. ASSEMBLY A, 96.75 PSF AT 5%" O.C. ASSEMBLY B,
-121.75 PSF AT 5W O.C. WITH SEALANT ASSEMBLY C; -161 PSF AT 5W O.C. WITH CUP ASSEMBLY D. PRESSURE BASED ON UL 580/1JL
1897 TESTING BY FORCE ENGINEERING & TESTING.
4.) PLYWOOD DECKING: MIN.'Ym" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA
BUILDING CODE 2017.
5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6.PER FLORIDA BUILDING
CODE 2017.
2DNE2 HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
ZONE T1 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
•----------------- • =ja less than either 4% of the minimum width of the building or 3 feet.
i \ \ RIDGE.' ASSEMBLY AB
— ' { 16'COVERAGE
/>�
ZONE
(1) #1012 X 1' TYPE A PANCAKE
_.._ SPACING: SEE UPLIFT TABLE
GABLE ROOF TiT 16ASSEMBLY
C
----------------
a 114'-4' DIAMETER BEAD OF TITEBOND SEALANT
I
I
\ K�1A
RIDGE (1)#10-12x 1-TYPE A PANDAI1
I SPACING: SEE UPLIFT TABLE
ASSEMBLY D W/CLIP
ZONE 1 Gu1Rnk•" CUP 24 GA
I I
y___________________{
(1) 0I12 X 1.TYPE A O=
ZONE3 EAVE SPACING: SEE UPLIFT T TABLE
E