HomeMy WebLinkAboutPRODUCT EVALUATION REPORTKEY WESTSERIES (5 V CRIMP)
25 GA - 24" ROOF PANEL. OVER 15132" PLYWOOD
_FLORIDA PRODUCT APPROVAL NO 214.23.7
RECEIVED
Product Evaluation Report
FEB 2 8 2018
25GA 5 V CRIMP Roof Panel over 15132' Plywood
ST, Lucie County, Permitting
Florida Product Approval #21423.7
Florida Building Code 2017 6th ed
Per Rule 61G20-3 Method: 1—D
Category: Roofing Subcategory: Metal Roofing Compliance
Rule 61G20-3
HV.HZ
Product Manufacturer:
Sunlast Metal
2120 SW Poma Drive
Palm City,'Florida 34990
EneineerEvaluator
Diane G. Maiotta,'P.E.A reg # 82591
191S NE 4St° ST. #107
Fort Lauderdale, FL 33308
954-776-8004
V_a_' lida or:
Locke Bowden, P.E., FL #49104
9450 Alysbury Place
Montgomery, AL 36117
ST. LUCIE COUNTY
BUILDING DIVISIO
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PLANS AND PEERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THESE PLC RS AND ALL PROPOSED !;/ORI(
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
AWAY BE NECESSAP,Y IN ORDER TO
COB9PLY I'i'ITII ALL APPLICABLE CODES,
r' aD FASTENERS ORATTACHMEM
' ,Ir RESPONSIBILITY OF THE
..IQNTRACTOR OF RECORD
Diane G- Marotta, P.E.
FL reg # 82591
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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; 1507.1.1,1507.4.3, 1518.9, 1523.6.5.2.4
Product Description: 26GA 5 V Crimp Metal Panel, 24" Width, Roof panels, 5/8" Rib height, 12" O.C.
Panel THRU FASTENED into 15/32" APA Plywood decking. Non-structural Application.
FOR USE IN HVHZ.
Material: 26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength: 55KSI
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3
Panel Dimensions: Panel Width: 24" width
Fastener: Wood-Zac XG fastener w/Neoprene washer or equivalent #10 Hex Head. Corrosion Resistant per Florida Building
Code 2017 Section 1506.7
3/16" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
15/32" APA plywood, plywood 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: Uplift Design Pressure: with Safety Factor of 2
TABLE A
Roof Areas
Field
Perimeter/Corner
Max Design Pressure
-78.5psf
-189.25psf
Fastener Spacing
16" o.c.
8" o.c.
Fastener Size
#10
#10
Insulation: Optional Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2
Quality Assurance: In accordance with FBC 2017 and Rule # 61620-3: Keystone Certification,
Inc. QUA 1824
Test References:
Architectural Testing Inc (TST 1527) # F0755.01-450-18 TAS 125-2003
Architectural Testing Inc (TST 1527) #0412-1017-05 TAS 125-2003
Architectural Testing Inc. (TST 1527)# SFMS-001-02-01 TAS 100-1995 , B8944.01-450-18 TAS 125
PRI Construction Material Tech nologi es(TST5878) AKZC-001-02-01/05 TAS 110-2000
PRI Construction Material Tech no] ogies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002
AKZO Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504.3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as
relates to Rule 61G20-3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers
recommendations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Chapter 1507, Chart 1507.1.1
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Roof Panel Fire Classification:. No classification.
Shear Diaphragm: values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2017 -roof cladding wind loads. Component wind loads for roof cladding are compared to the allowable
pressure listed above. Design professional shall select the applicable erection details to reference in drawings for correct
fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be
compliant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence: Diane G. Marotta, P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by
any company manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
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INSTALL DETAILS
Fastener: # 10 HexHead w/neoprene washer per Evaluation Report Specification
TYPICAL ASSEMBLY PROFILE VIEW
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