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Supplemental Explanation of Tables <br />Table I <br />Column I - shows design case used as the basis for the calculations <br />Colunin 2 - shows the different construction element for which the wind load was calculate(] <br />Column 3 - shows the calculated wind loads using the 2009 codes <br />Column 4 - shows the calculated wind loads using the 2012 codes with the current local <br />amendment of 120 mph. <br />Column 5 - shows the calculated wind loads using the 2012 codes with no local amendment <br />and allowing interpolation on the wind maps. <br />Column I - shows design ease used as the basis for the calculations <br />Column 2 - shows the different construction element for which the wind load was calculated <br />Column 3 - shows the calculated wind loads using the 2009 codes <br />Column 4 - shows the calculated wind loads using the 2012 codes with no local amendment <br />and allowing interpolation on the wind maps. <br />Column 5 - shows the calculated wind loads using the 2012 codes with a local amendment <br />stating the wind speeds to be used for the three maps. This approach basically <br />does not allow interpolation on the wind maps since the higher wind line is used. <br />