HomeMy WebLinkAboutPRODUCT EVALUATION REPORTFILE GOB"r , J
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26 Ga.
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Gulf
SUPPLY & MANUFACTURING
Product Evaluation Report
T SUPPLY & MANUFACTURING, LLC.
Crimp Root Panel over 15132" Plywood
RECEIVED
MAR 15 '2010
Permitting Department
St. Lucie County
ST. LUCTE COUN-TYPL D ,. _ SIOi lirida Product Approval #11651.13 R3
CONCEALED FASTENSS ORATTACHMENTS NewberPlace,FL32669e G30,�`
ARE THE RESAONSI61 ry' P kU
R�'VIE'4i'D FOR
Roofing.
1442
Coi�1P �
Florida Building Code 2017
R�.i'IE'E�'E�vl Y
IRATE
� Per Rule 61 G20-3 -
�
PLANS AIv`D PE T MUST E KEPT O\`
Method: 1 —D `
JOB
o%ATO I1�fSpE C:e�t—N+r`ltbb EE 1�•��E.
THESE PLANS AND ALL PROPOSEDYIORK
I Category: Roofing
� Subcategory: Metal
CONTRACTOR OF �1YOF THE
RECORD
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
cc
o,. 7&519
STATE OF
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Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3 • OCTOBER 5, 2017
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
S/ Crimp Roof Panel, 26 Ga. Steel, 24' :..Coverage, through fastened
roof Ipanel with fasteners in the panel flat over minimum 15/32" plywood decking.
Non Structural application.
I
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Pai4Finish Optional
Yield!Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code12017, Section 1507.4.3.
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/s" 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 15/3z" 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"
Malrr►ur T i p s 9!ess a r
4G2psf 4101:
s
Fastener Pattemi
12"-12"
9.5"-2"-9.5"
a tn�rlaxter ain
Design Pressure includes a Safety Factor = 2.0.
a
Code Compliance: The'product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope: The 1product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
I
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) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. 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.
FL# 11651.13 R3 • OCTOBER 5, 2017
Design Procedure:
FL# 11651.13 R3 • OCTOBER 5. 2017
i
Fo 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. SVCrimp Roof Panel over 15/32" Plywood
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170
180
120 130 140
150
160
WIIND FASTENER SUBSTRATE
(MIN. 1/4"
SPEED 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
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16" TYPE 1
16" TYPE 1
ZONE 2
#9-15x1.5"
Plywood
16'f TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
u
15' �ywaod PE16 s PE 1 f6" PEw1° �16" TY 1 16i1' E 2 1' TYPE 2
an
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1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. 1A" 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. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
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 2017.
HIP.'ROOF
X
RIDGE:: 1. ;
..... .........
�f ZONE1 •��' '
•.� LUIYC:D -crw c.
FL# 11651.13 R3 • OCTOBER 5, 2017
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.