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This modification only has been designed in accordance with the requirements of the
2014 Florida Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.1.
The following wind load requirements, in accordance with 2014 Florida Building Code,
Fifth Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10
were employed in the design of the structure:
Ultimate Design Wind Speed (V it): 160 MPH
3-Second Gust Wind Speed (V,d): 124 MPH
Risk Category: II
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
• Walls = +24.8/-29.2 PSF
• Roof= Existing'
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite # 1060
Longwood, FL 32779
FL P.E. License # 35816
,4 NXEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORM,
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
T.'IVIAY BE NECESSARY IN ORDER TO;.
,q PLY WRH ALL APPLICABLE CODES"
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�� Davis & Cleaton Engineering-gr°j°�For
o a N 911 Osceola Dr. 260 Wekiva Springs Road South Florida Aluminum Products
° Ft. Pierce, FL �Longwood, F132779 4807 S. US #1
PF # 35816 PH. (407) 539-2353 Ft. Pierce, FL 34982
FAX (407) 539-2334