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1/alue Engineered Metal Rooring TM
Product Evaluation Report.
26GA .5 V CRIMP Roof Panel over 355/32" Plywood
Florida Product Approval #21423.7
Florida Building Code 2017 6th.ed
Per Rule 61 i 20 3 Method: .1-0
Category:. Roofing Subcategory: Metal Roofing Compliance Method:
Rule 61620.3
HVHZ
Product Manufacturer:
Sunlast Metal
2120 SW Poina. Drive -
Palm City, Florida 34990
Eneineer 6aluator
Diane G. Marotta; P.E. FL reg # 82591
I
191S. NE 4S� ST. #107
Fort Lauderdale, FL 33308
954-776=8004
Valida or•
Locke Bowden, P.E., FL #49704
94SO Alysbury Place
Montgomery, AL 36.117
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Diane Gr Marotta,.P.E.
FLreg#82591 �=NSC
seal r "s
FILE CO
Compliance Statement: The product as
Florida Building Code 2017, Sections
)ed in this report has demonstrated compliance with the
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" APAI 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"
Fastener: Wood-Zac XG fastener w/N ioprene 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 ih accordance w/ Florida Building Code 2017.
Design Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2
TABLE A
Roof Areas
Field I
Perimeter/Corner
Max Design Pressure
-78.5psf I
-189.25psf
Fastener Spacing
16" o.c. I
8" o.c.
Fastener Size
#10
# 10
Insulation: Optional Rigid Insulatio,'n board, 3" max thickness compliant with FBC 2017 section 1508.2
Quality Assurance: In accordance i 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 1527i) #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 nologies(TST5878) AKZC-001-02-01/05 TAS 110-2000
PRI Construction Material Technlologies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002
AKZO Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product deribed herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504.3.2. The product evaluation iIscs limited to compliance with the structural wind load requirements of the FBC 2017, as
relates to Rule 61G20-3.
Minimum Slope Range 2/12 Min
recommendations.
Installation: Install per manufact
Underlayment: Per Manufacture
m Slope per Florida Building Code 2017, and in accordance with Manufacturers
is recommended details in compliance with FBC 2017 and RAS 133.
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, IChapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 20I17 and any rational analysis computation shall be prepared by a
licensed design professional.
I
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
vvCr lap
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