HomeMy WebLinkAboutAPPROVED, RevisionOFFICE USE ONLY:
DATE FILED: 41131
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT #
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0103a Qi L'2'
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: (VC11-3-3i 4
BUSINESS NAME: .�
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ADDRESS: 5 J" Kt/24f f44A
CITY: 6lt f-�iV- STA E:
PHONE (DAYTIME): M- 44-0-/t-39
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ARCHITECT/ENGINEER INFORMATION:
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SLCCC: 9123109
Revised 06130/17
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unlast Metal
Value Engineered Metal Roofing 'I"
PER 26GA ROOF PANEL
3&" WIDTH OVER PLYWOOD
FLORIDA PRODUCT APPROVAL NO 21383
Product Evaluation Report
PBR 26GA Roof Panel over 15132" Plywood
Florida Product Approval# 21383
Florida Building Code 2017 Per Rule 61G20-3
Method: I-D
Category, Roofing Subcategory: Metal Roofing
Compliance Method: Rule 61G20-3
NON-HVHZ
Product, Manufacturer:,
Suniast Metal
2120 SW Poma Drive
Palm City, Florida 34990
Engineer Evaluator
DL,n,L G, Marotta P-E, FL9825911,
1915 NE 45"'ST.#107
Fort Lauderdale, FL 33308
9S4-776-8004
Vglidator
Locke Bowden, P.E. FL#49704
9450 Alysbury Place
Montgomery, AL 36117
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 evaluatioll.
Diane G. Marotta, P.E. is not owned, operated or controlled by any company manufacturing or distributing product under
this report.
Diane G. Marotta, P.E.
FL reg # 82591
seal
Page 1 of
Compliance Statement: The product as described in this report has demonstrated compliance with
the Florida Building Code 2017, Sections 1504.3.2, 1507.4.3, 1507.1.1
Product Description: 26GA Steel PBR Panel, .36" Widths, Roof panels 40ksi
Panel restrained with fasteners over 15/32" APA Plywood decking or wood plank (MIN. GRAVITY OF 0.42) over supports @ 24" O.C.
Non-structural Application.
Material:.26ga steel conforming to Florida Building Code 2017 Section 1507.4.3
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3
Panel Dimensions: Panel Widths: 36" width panels Rib height: %"
Roof Clip Fastener: #9x1-1/2" Hex -head Wood screw Corrosion Resistant per Florida Building Code 2017 Section 1506
3/16" minimum penetration through bottom of plywood . Corrosion Resistance: Per Florida Building Code 2017, Section
1506, 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
-76.75PSF 24" FASTENING PATTERN 6"-9"-9"-9"-3"
ALONG THE ROW, ACROSS THE PANEL PROFILE
Reference: TAS 125-03 - Report # 0412-0908-07 by Architectural Testing, Inc. an Intertek Company, West Palm Beach
Facility. TST # 1527
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504 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 Slope per Florida Building Code 2017 6T" ED., and 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
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 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.
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