HomeMy WebLinkAboutEVALUATION REPORTProduct Evaluation Report SCANNED
BY
GULF COAST SUPPLY & MANUFACTURING, LLC. St. Lucie County
26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood
Florida Product Approval #11651.16 R3
Florida Building Code 2017 REVIEWED FOR
LE COPY Per Rule 61 G20-3 CODE COMPLIANCE
Method: 1 —D ST. LUCIE COUNTY
ge��,4t &0 Y- too0� BOCC
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
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.16 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.
Product Description:
GulfLokTM, 75" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into 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: 50.0 ksi
Corrosion Resistance: Panel•Materiahshall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/a" Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip:
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-121.75 psf.
Through Panel Slot: (1) #10-12x1" Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Minimum 15h2" 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.
Table "A" Maximum Design Pressures
R"owo fTA77E
Assembly A
Assembly B
Assembly C
Maximum Design Pressures
-63.5 psf
-121.75 psf
-161 psf
Fastener Spacing
Sealant
No
Yes
No
Panel Clip
No
No
Yes
•Design Pressure includes a Safety Factor = 2.0.
_ i .N'
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. 117-0301T-10A-C, Dated 07/26/2013
2. TAS 125
Architectural Testing, Inc. (FBC Organization # TST-1527)
Report No. 89000.01-450-18, Dated 12/122012
3. 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.
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.
FL# 11651.16 R3 • OCTOBER 5, 2017
iN' 11 W re X
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.
ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood
Bulldings"haVlhg"a' oof Meari Height < 20'-0'; Roof Slope 2'712" 12 /12" Gable or Hip Roof; Wind Speeds 120-
180rf#;_Ezpcsure:C, Risk,Category II Enclosed Building, basedlon Florida Building Code 2017
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4'
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
70NE 1
(1) #10 12)d
CDX
ASSEMBLY A
ASSEMBLY A I
ASSEMBLY A I
'ASSEMBLY A I
ASSEMBLYA
ASSEMBLYA
ASSEMBLYA
.
PLYWOOD
ZONE2
(1)#10-12x1"PLYWOOD
COX
ASSEMBLYA
AS5EMBLYA
ASSEMBLYA
ASSEMBLYA
ASSEMBLYA
ASSEMBLYB
ASSEMBLY
""•ZONE 3''
Y1) #10 12xY,
aYWOOD
ASSEMBLY AB
'ASSEMBLYA
ASSEMBLY Ba
`ASSEMBLY"B'
ASSEMBLY.IB
ASSEMBLY B
ASSEMBLYIB`.
1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 718" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL FASTENER: THROUGH PANEL SLOT (1) #10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT SW O.C. ASSEMBLY A,-121.75 PSF AT 5Ye" O.C. WITH SEALANT
ASSEMBLY B, -161 PSF AT 5Ye" O.C. WITH CUP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.) PLYWOOD DECKING: MIN. t5hu" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 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.
ZONE2
ZONE d
----------
n
/
`� \♦
/1
RIDGE
>---------�
i
ZONE
NI
EAVE
GABLE ROOF
--------------------
ZONE 1
--------------------
3
Note: Dimension (a) is defined as 10% of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
a less than either 4% of the minimum width of the building or 3 feet.
ASSEMBLYA
16"COVERAGE
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY B
1/4'-5/15' DIAMETER BEAD OF TITEBOND SEALANT
�a
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
a ASSEMBLY C W/CLIP
GuRLok" CLIP 24 GA.
(1) #10-12 X 1-TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE