HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGGu1fC&9t
SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
5()ANNEC
BY
St Lucie County
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 ,,,
Newberry, FL 32669 % b` t4xEL S, k'.,
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
11651.13 R3 • OCTOBER 5, 2017
.* ; No. 75519
:� STATE of .'Q;
NX
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
# 11651.13 R3 • OCTOBER 5, 2017
GuIX&&
SUPPLY & MANUFACTURING
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
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.
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: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/a" Major Rib
#9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building 'Code 2017, Section 1506.6, 1507.4.4
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 2017.
Table "A"
Maximum Total Uplift Design Pressure
04.25 psf
131.0 psf
Fastener Pattern
;12"-12"
9.5"-2"-9.5"
Fas"tener Pattern Spacing
"16" O.C.'
16" O.C.
Design Pressure includes a Safety Factor = 2.0.
PRODUCT GuIX&M
SUPPLY & MANUFACTURING
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. 117-0053T-05 & 117-0331 T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) Q 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. 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 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.
11651.13 R3 • OCTOBER 5, 2017
GullCoast
SUPPLY & MANUFACTURING
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.
11651.13 R3 • OCTOBER 5, 2017
1*1
GulfCoast
SUPPLY & MANUFACTURING
ENdINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Heights 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
WIlND
FASTENER
SUBSTRATE
SPIED
(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
I
ZONE 1
#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
ZOINE 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
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 2
16" TYPE 2
1.) PIIiANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) NEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. %4" PENETRATION.
3.) AXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSFCo1 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. is/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) RIOOF 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.
TONE 2 HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
ZONE 3 ) I 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.
` \� RIDGE
�,// // ZONE
EAVE
FZONEGABLE ROOF
--------------- a
I
RIDGE
i 4-
ZONE 1
a
I
I I
'ZONE3 `—EAVE
11651.13 R3 • OCTOBER 5, 2017
W�
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
�-12" 12"
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2", HWH w/Sealing Washer