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. , , . <br /> FARKAS Residence <br /> 37120 Foxrun Place <br /> Zephyrhills, FL 33542 <br /> February 24, 2016 <br /> • Wind load requirements employed in the design of the structure: <br /> • Ultimate Wind Speed: (3 Second Gust) Vu�-r= 140 MPH <br /> • Basic Wind Speed: (3 Second Gust) V,aso = 108 MPH <br /> • Building Category II, Enclosed <br /> • Wind Exposure C <br /> • Wind Borne Debris Region - NO <br /> • Wind Stagnation Pressure 29.9 PSF <br /> • Design Pressure (V1lorst Case Condition): <br /> • Components & Cladding +25.5 PSF /-34.0 PSF <br /> • Uniformly distributed live loads employed in the design: <br /> • Roof 20 PSF <br /> • Living Areas 40 PSF <br /> • All connections have been checked to withstand all applicable loads. <br />� • All framin shall be fabricated and installed as er AITC TPI and National Desi n <br /> 9 p , 9 <br /> Specifications for Wood Construction. <br /> • All wood structural members shall be controlled stress grade lumber having a fiber <br /> stress of at least 1200 PSI. <br /> 5 <br /> William F. Stuhrke, PhD, P.E. <br /> State of.Florida PE#22150 <br /> � � � � f� - , <br />