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. <br /> • 1. CONCRETE SHALL HAVE A MINIMUM YIELD 28 DAY COMPRESSIVE <br /> STRENGTH OF 2,500 PSI. <br /> 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING <br /> TO SPECIFICATION ASTM A615, GRADE 60. <br />� 3. PORTLAND CEMENT SHALL CONFORM TO SPECIFICATION ASTM <br /> C150, TYPE 1. <br /> 4. THE COARSE AND FINE AGGREGATES SHALL CONFORM TO <br /> SPECIFICATIQN ASTM C33. <br /> (2) 3/4"� ANCH. BOLTS <br />, (ASTM A36 OR A307) <br /> T/ASPHALT & FTG. <br /> °d a <br /> 0 <br /> ^ � a ° n , Q � � <br /> � � � d � ° 6� a <br /> � a <br /> v b <br /> � <br /> a _ <br /> � °d n a � p <br /> ° aa � I <br /> [S . ° � o cV <br /> a <br /> a' _—�� �� <br /> a a Q � <br /> u a a <br /> o , <br /> 4 • • � B n • • • <br /> � a <br /> a <br /> 9—�5 x 4'-6" E.W. BOT. <br /> 3" CL. <br /> 5'-0" <br /> (x 5'-0") <br /> � TYPICAL COLUMN FOOTING <br />� 3�4„_��—p„ <br /> _ - , , <br /> , � � � <br /> /���-,� o�� <br /> ;; �rj� <br /> _�u�'�'�`" � , __ <br />� <br /> a . 6 r�- 98- ._ <br /> 11 <br /> SCA� 3 4'=1'-0' on� LaCnnaN OF JaB AIRCRAFT'HANGER f0011NG DESIGN <br /> DRAWN BY TM 6 12 98 ZEPHYRHILLS FL ZEPHIRHILLS MUNICIPAL AIRPORT <br /> McCARTHY ENGINEERING, INC. <br /> CHECKED BY WJM 6 �2 gg M�RK �RI�GES <br /> S7RUCNfthI CONSULTAN75 LAKELAN�,FLORIDA <br /> CNECKED BY PROJECT N0. <br />' 98048 UWG.NO S-1 REV. p <br /> \ <br />