HomeMy WebLinkAboutAPPROVED FL30343_R0_II_5 V CRIMP-ssn PREIk4411ER
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METAL ROOF MANUFACTURERS
Florida Product Approval # FL 30343
Premier Metal 5 V CRIMP Panel over Plywood
17613 South Hwy. 475
Summerfied, FL. 34491 Florida Building Code 20176t''ed.
Compliance: Per Rule61G20-3 Method: 1-D
352-356-1609 Category: Roofing-Subcategory: Metal Roofing NON-HVHZ
Engineer Evaluator
Locke Bowden,P.E. ti.&J" or
9450 AJysbury Place e;� : f
Montgomery,AL 36117 . ;+'
Engineer Validator
Diane Marotta,P.E.
555 Prospect Road € ' 1:� , `r• ,
Oakland,FL 33309 {. fi.••+# ■• `�;
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Compliance Statement: The product as described in this report has demonstrated compliancewith the Florida Building Code
2017 6t"ed.,Sections 1504.3.2, 1507.4.3, 1507.1.1
Product Description: 5 V CRIMP Panel,24"Wide. 3/8" rib height panels restrained with fasteners
over 15/32"APA Plywood decking over supports @ 24" O.C. Non-structural Application.
Material: 26ga steel 49ksi conforming to Florida Building Code 2017 Section 1507.4.3
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017,Section
Panel Dimensions: 1507.4.3 Panel Widths:24"width panels Rib height: THRU FASTENED *see install details.
Fastener: 2017 #10 X 1-" Hi Lo HWH fastener w/weather seal washer Corrosion Resistant per Florida Building Code
Section 1506.7. 1/4" minimum penetration through bottom of plywood . Plywood supports at maximum 24'O.C.
Design of plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017.
Minimum Slope: Range Slope per Florida Building Code 2017 6T"ed., in accordance with Manufacturers recommendations.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017,CHAPTER 1507,CHART 1507.1.1
Fire Classification: Classification not part of this report.
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 for roof cladding wind loads.These component wind loads for roof cladding are
Compared to the allowable pressure listed above.The 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.
PRE11411ER
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METAL ROOF MANUFACTURERS
Design Uplift Pressures: Uplift Design Pressure:with Safety Factor of 2
-82.25psf 9-9-9-9 FASTENING PATTERN 24" O.C.
-123.5psf 9-9-9-9 FASTENER PATTERN 12"O.C.
INSTALL DETAILS: Fastenen at each seam and intermediate rib
INTERTEK Test References: 14625-450-44-RO
➢ UL 580-06-Test for Uplift Resistance of Roof Assemblies
Allowable Design Pressure -63.5psf or -86psf DESIGN PRESSURE SAFETY MARGIN 2:1
16" o.c. 12" o.c.
LIMITATIONS
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 611 ed..see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed.,and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6.Support framing in compliance w/FBC 2017 6`h ed., Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading.
7.This report does not imply warranty, installation, recommended product use outside of this report.
INSTALL DETAILS PER MANUFACTURER'S DETAILS AND IN ACCORDANCE WITH FBC 2017.
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T-
PROFILE
FASTENER PATTERN
FIELD SPACING C&16-O.C.
PERIMETER SPACING 9-b 12"O.C.
Integrity Metal authorizes sharing this report.
Certificate of Independence: Locke Bowden, P.E.does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned or operated or
controlled by any company manufacturing or distributing product under this report.
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