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5301 Melville Rd.
Ft. Pierce, FL
This structure 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): 150 MPH
3-Second Gust Wind Speed(V.a): 116 MPH
Risk Category: I
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.00 (Screen Room)
Design Pressure for Exterior Components & Cladding:
• Walls=+/-18.6 PSF
• Roof= +/-15.0 PSF
Applicable Internal Pressure Coefficient: +/- 0.00 (Breezeway Cover)
Design Pressure for Exterior Components & Cladding:
• Walls=+/-18.6 PSF
• Roof= +/-15.0 PSF
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Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite# 1060
Longwood, FL 32779
FL P.E. License#35816
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_Ro_alto Framing Beamfsl Post to Base Connection Post to Beam Connection-Side Notch. .3/7/17
Date:
2/21/17
PAGE:
2 of 3
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Revision Bl:
3n1l7
- Date:
2/21/17
• �� � e � PAGE:
3 of 3