Description: Basic wind speed or the ultimate design wind speed for the development of wind loads will now be determined from one of three maps (Figures 1609A, 1609B and 1609C) depending upon the Risk Category of the structure being designed. The ultimate design wind speed for use in the design of Risk Category II buildings and structures shall be obtained from Figure 1609A. The ultimate design wind speed for use in the design of Risk Category III and IV buildings and structures shall be obtained from Figure 1609B. The ultimate design wind speed for use in the design of Risk Category I buildings and structures shall be obtained from Figure 1609C. The exact location of wind speed lines for your jurisdiction are to be established by local ordinance using recognized physical landmarks such as major roads, canals, rivers and lake shores wherever possible.
Copyright Text: Obtained from Mr. Stanley Latimer at the University of Florida (352) 392-0097 x434 or email at:
latimer@geoplan.ufl.edu
Description: Basic wind speed or the ultimate design wind speed for the development of wind loads will now be determined from one of three maps (Figures 1609A, 1609B and 1609C) depending upon the Risk Category of the structure being designed. The ultimate design wind speed for use in the design of Risk Category II buildings and structures shall be obtained from Figure 1609A. The ultimate design wind speed for use in the design of Risk Category III and IV buildings and structures shall be obtained from Figure 1609B. The ultimate design wind speed for use in the design of Risk Category I buildings and structures shall be obtained from Figure 1609C. The exact location of wind speed lines for your jurisdiction are to be established by local ordinance using recognized physical landmarks such as major roads, canals, rivers and lake shores wherever possible.
Copyright Text: Obtained from Mr. Stanley Latimer at the University of Florida (352) 392-0097 x434 or email at:
latimer@geoplan.ufl.edu
Description: Basic wind speed or the ultimate design wind speed for the development of wind loads will now be determined from one of three maps (Figures 1609A, 1609B and 1609C) depending upon the Risk Category of the structure being designed. The ultimate design wind speed for use in the design of Risk Category II buildings and structures shall be obtained from Figure 1609A. The ultimate design wind speed for use in the design of Risk Category III and IV buildings and structures shall be obtained from Figure 1609B. The ultimate design wind speed for use in the design of Risk Category I buildings and structures shall be obtained from Figure 1609C. The exact location of wind speed lines for your jurisdiction are to be established by local ordinance using recognized physical landmarks such as major roads, canals, rivers and lake shores wherever possible.
Copyright Text: Obtained from Mr. Stanley Latimer at the University of Florida (352) 392-0097 x434 or email at:
latimer@geoplan.ufl.edu
Description: The Pasco runways feature class was digitized using 2020 aerial imagery and with information provided from the following sources: FDOT Aviation office, https://www.airnav.com/airport/X39 & Pasco County Attorney Office.
Copyright Text: Data was digitized by Pasco County Geographical Information Services. Information used to create and finalize this data came from the following sources: FDOT Aviation Office, https://www.airnav.com/airport/X39 & Pasco County Attorney Office.
Description: The RPZ trapezoid in this feature class starts 200' from the edge of the runway and are a trapezoid shape that is 250' wide closest to the runway and expands out 1000' and is 450' wide at its furthest point from the runway. The dimension requirement of the RPZ were provided by: Elizabeth Blair. Pasco County Attorney Office.
Copyright Text: Data was digitized by Pasco County Geographical Information Services. Dimension requirements and other information used to create this feature class was provided by the Pasco County Attorney Office.
Description: The APZ polygon was created from requirements and information provided by Pasco County Attorney's Office. It was created using the formula in Florida Statute under Section 333.03(2)(d) that requires a setback of ½ the length of the longest run way on either side and at each end of the runway. Please contact the Pasco County Attorney office for more information.
Copyright Text: Data was digitized by Pasco County Geographical Information Services. Dimension requirements and other information used to create this feature class was provided by the Pasco County Attorney Office.
Description: This data is for the FAA Part 77. It was done as a DRAFT analysis completed without a licensed engineer. This data should not be used for legal purposes.