HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFING - METAL ROOFINGt [a—o co-ce, q
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SUPPLY & MANUFACTURING
Product Evaluation Report i RSCeIVEo
GULF COAST SUPPLY & MANUFACTURING, LLC:.
26 Ga. GuIfLokTM 16- Wide Roof Pavel over 15132- P4 oodper ste�"uC:%e co,,:`
Florida Product Approval #11651.16 R3 S
Florida Building Code 2017 GIV
Per Rule 61G20-3 �tL'V►e
Method: 1 -D L'0un
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
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
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* : No, 75519
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Contents: +
Evaluation Report Pages 1 - 5 �$�b
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SUPPLY & MANUFACTURING
III
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
Reference
• UL 1897-12 - Uplift Test for Roof Covering Systems.
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)
I
Report No. 139000.01-450-18, Dated 12/122012
3. 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 6) 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
Installation:
Section 1507.4.2 and in accordance with Manufacturers recommendations.
Install per Manufacturer's recommended details. I
Underlayment:
Shall comply with Florida Building Code 2017 section 1,507.1.1.
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the. scope of this report.
_%%
besign Procedure:
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Gulf C-6i
SUPPLY & MANUFACTURING
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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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
less than either 4% of the minimum width of the building or 3 feet.
ASSEMBLY A
(1) #10-12 X V TYPE A PANCAK
SPACING: SEE UPLIFT TABLE
'ASSEMBLY B
1/4'-5/16° DIAMETER BEAD OFTITEBOND
(1) #10-12 X 1.° TYPE A PANCAKE -
SPACING: SEE UPLIFT TABLE
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%a ASSEMBLY C W/CLIP
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(1) .10-12 X 1°TYPE A PANCAKE= —
SPACING: SEE UPLIFT TABLE