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Value Engineered Metal Roofing
FLORIDA, PRODUCT APPROVAL
SCANNED,
Product Evaluation Report. BY
S$ Lucie County
1.0 Nail Strip/SnopLock Seam Roof Parcel over 15132" Plywood
Florida Product Approval # 21423.8
Florida Building Code 2017 6th ed
Per Rule 61G20-3 Method: 1—D
Category: Roofing Subcategory: Metal Roofing.Compliance Method:
Rule 61G20-3
HVHZ
Product Manufacturer:
Sunlast Metal
2120SW 'Poma Drive
Palm City, Florida 34990
Engineer Evaluator
.Mane G. Marotta, P.E. FL reg #
82591
1915 NE 45eiST. #107
Fort Lauderdale, FL 33308
954.776-8004
Validator:
Locke Bowden, P.E., FL H49704
9450Alysbury Place
Montgomery, AL 36117
Diane G. Marotta, P.E.
FL reg # 82591
seal
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ce Statement: The product as described in this report has demonstrated compliance with the
Building Code 2017, Sections 1504.3.2, 1507.1.1, 1507.4.3, 1518.9, 1523.6.5.2.4
Product Description: 24GA Panel,16" Nail Strip/snap lock mechanical attached
16" Coverage Width Roof panels 1.0" Rib height
Panel thru fastened; into 15/32" APA Plywood decking. Non-structural Application.
FOR USE IN HVHZ.
Material: 24GA Steel, Galvalume conforming to Florida Building Code 2017 Section 1507.4.3
56ksi Iield strength min. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3
and Section 1517 for HVHZ
#10 X 1" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support. Corrosion
Per Florida Building Code 2017, Section 1506.6, 1507.4.4
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Sealant: Bostick Chem Calk 915 (Silyl modified polymer (SMP) apply 1/16" bead atop rear leg of male joint, adjacent to fasteners
continuously along entire length of panel.
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 and RAS 133.
TABLE A Safety factor of 2:1 included
Design Pressures Field
Perimeter/Corner
Max Design Pressure-84.25psf
-136.75psf
Fastener Spacing 12" o.c.
6" o.c.
Fastener Size #10
# 10
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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: Hurricane Test Laboratory (TST1527) 0412-0306-06 RATAS 125-2003
Architectural Testing Inc (TST 1527) # 0412-1203-07 and 0412-0621-07 TAS 125-2003
Architectural Testing Inc. (TST 1527) C6413.01-450-18 REV 1 TAS 125-2003
PRI Construction Material Technologies(TST5878) SFMS-002-02-01 R1 TAS 100-1995
PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 ASTM B 117-2002
PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 TAS 110-2000
A O Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504.31.2.,1523.6.5.2.4.1. The product evaluation is limited to compliance with the structural wind load requirements of the FBC
2017, as relates to Rule 61G20-3.
Minim m Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers
recomT endations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133
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Underl�yment: Per Manufacturer's installation guidelines per Florida Building Code 2017, Chapter 1507 Chart 1507.1.1
Roof Pa�el Fire Classification: No classification.
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Shear Diaphragm: values are outside the scope of this report.
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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. These 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
complia1 t 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
licensedldesign 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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unlast Metal
Value Engineered Meta/ Roofing Tm
'FLORIDA PRODUCT APPROVAL
TABLE A #10 X V Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support
Roof Areas Field Perimeters and Corners
Maximum Design Pressures -84.25psf -136.75 psf
Screw Spacing 12" o,c, 6" o.c.
INSTALLATION METHOD
DRAWINGS
TYPICAL ASSEMBLY PROFILE VIEW
16" Coverage
Striations Optional
TYPICAL ASSEMBLY ISOMETRIC VIEW
Bead of Bostlk JI
Chem -Caulk 915
adhesive
Fastener Spacing
as
per Table A
herein
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