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PROJECT PROJECT NO.NO. <br />SUBJECT BY DATE <br />OF <br />V = 175 <br />Directionality Factor Kd =0.9 <br />Exposure Category C <br />Topographic Factor Kzt =1 <br />Mean Building Height = ft <br />Velocity Pressure <br />Exposure Coefficien Kz =0.94 <br />Velocity Pressure <br />=psf (strength design) <br />=psf (ASD Design) <br />5/12/2016 <br />Wind loads have been determined in accordance with Florida Building Code (FBC) 2014 <br />Chapter 1609.1 Applications and Chapter 1609.1.1 Determination of wind loads <br />Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein. <br />Decreases in wind loads shall not be made for the effect of shielding by other structures. <br />Blaney Engineering, Inc.CMH Solutions, Inc.2016_019 <br />1040 Woodcock Road <br />Suite 214 <br />Orlando, FL 32803 <br />Tel: 407.849.8910 Fax: 407.849.8910 <br />offices@blaneyengineering.com <br />Pelican Community Park <br />Miami-Dade County, FL <br />ASCE 7-10 <br />Wind Load Calculation SYB <br />qz = 0.00256 Kz Kzt Kd V2 66.33 <br />qz x 0.6 39.8 <br />Chapter 1609.1.1 Determination of Wind Loads <br />Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 of ASCE 7 <br />or provisions of the alternate all-heights method in Section 1609.6. Wind shall be assumed to come from any <br />horizontal direction and wind pressures shall be assumed to act normal to the surface considered. <br />Wind load determined from ASCE-10 Chapter 29 - Wind Loads on Other Structures and Building Appurtenances <br />- MWFRS <br />Basic Wind Speed mph <br />25 <br />Pelican Community Park <br />City of Sunny Isles Beach, FL <br />Page 4 of 19