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STRUCNRAL DESIGN <br /> 130 <br /> 120 115 <br /> 1 9 115 138 <br /> 158 128 <br /> , <br /> N�,..� o lises <br /> �' M.iton �� . <br /> Wkn � , � . <br /> t �� J <br /> iqpt � ��, NNbm y`� ��� ��� <br /> (�4''1�Y �� , '�lrwrwe ? lMlf - F <br /> � <br /> 140 � � �' �, t� 148 <br /> S58 �- ��� � `� - s� <br /> m�e � w�r^� <br /> ' `' ` �• t <br /> ''�' � 4; 3 50 <br /> .k,� � �,+w:� <br /> 140 �'� ^� ,� _._. <br /> ��� <br /> , -�-� � �I , <br /> � � � .� <br /> � <br /> - � 160 <br /> No:e:: 1S0 � � \' ' <br /> 1. Values are na�inai desi�n 3-second gust ^'� ��. <br /> wind speeds in �iles per hour (�/s) at 33 1]0 <br /> ft (18w) above gr�wnd for Exposure C cat- p � j <br /> `s°r�'' - l,�, . : <br /> Z. linear interpolstion between contaurs 160 1 �"' ` <br /> is per�ittc�d. • <br /> 3, Islands and coastal aress outside the I �' <br /> last contour shall use the last wind speed � <br /> contour oF the cosstal area. 170 a. I � <br /> a4. Mouetainous terrain, ;oraes, ocesn -� - - — <br /> prwontories, and special wind retions <br /> sheli Ee exarined for �nuswl wind condi- � 180 <br /> tions. <br /> S. Wind speeds correspond to approxiwtely 1$g <br /> a 7X probability of exceedance in 50 yea�s �'°' <br /> {Mnual Exceedance Probability = 0.60143, <br /> MRi = 700 years). <br /> o . d� o <br /> FIGURE 1609A <br /> ULTIMATE DESIGN WIND SPEEDS,Va�t FOR RISK CATEGORY II BUlLDINGS AND OTHER STRUCTURES <br /> 16.14 <br /> 2010 FLORIDA BUILDING CODE—BUILDING <br />