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<br />1. CONCRETE SHALL HAVE A MINIMUM YIELD 28 DAY COMPRESSIVE <br />STRENGTH OF 2,500 PSI. <br /> <br />2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING <br />TO SPECIFICATION ASTM A615, GRADE 60. <br /> <br />3. PORTLAND CEMENT SHALL CONFORM TO SPECIFICATION ASTM <br />C150, TYPE 1. <br /> <br />4. THE COARSE AND FINE AGGREGATES SHALL CONFORM TO <br />SPECIFICATION ASTM C33. <br /> <br />(2) 3/4"~ ANCH. BOLTS <br />(ASTM A36 OR A307) ~ <br /> <br />T/ASPHALT & FTG. <br /> <br /><1<) <br /> <br />0 ......... <br />Z <br />I :::E <br />- <br />~ '-" <br /> <br /><1 <br /> <br />" <br /> <br />" <br /> <br />P <1 <br /> <br /><1 <br /> <br />" <br /> <br /><1 <br /> <br />" <1 <br /> <br /><1 <br /> <br />" <br /> <br />il <7 <br /> <br />" <br /> <br />" <br /> <br /><1 <br /> <br />" <br /> <br />" <br /> <br /><1 <br /> <br />" <br /> <br /><1 " <br /> <br />" <br /> <br />o <br />I <br />'(-.J <br /> <br /><7 ".() <br /> <br />" <br /> <br />" ~.:l <br />.., <br /> <br />~ <br /> <br />" <br /> <br />" <br /> <br /><1 <br /><J <br /> <br /><1 <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />. <br /> <br />. <br /> <br />" <br />. <br /> <br />" <br />. <br /> <br />.. <br /> <br />. <br /> <br />. <br /> <br />l~ <7 (;\ <br /> <br />// <br />_ 9-#5 x 4'-6" E.W. BOT.J <br /> <br />4 <br /> <br />" <br /> <br />., <7 <br /> <br />13" CL. <br /> <br />5'-0" <br /> <br />(x 5'-0") <br /> <br />1YPICAL COLUMN FOOTING <br />3/4"=1'-0" <br /> <br />/IJ1& / fit f U!j <br /> <br />"liS /'1" <br /> <br />SCAlE 3/4.-1'-0. <br />OOAlIoW BY TM <br />OlECKEO BY W.).4 <br />OlECKEO BY <br /> <br />OATE <br />6/12/96 <br />6/12/96 <br /> <br />LOCA nON or JOB <br />ZEPHYRHILLS FL <br /> <br />M <br /> <br />McCARTHY ENGINEERING, INC. <br />SlRUClURAL ClJ'ISULTANlS lAKELANO. FLORIOA <br /> <br />AIRCRAFT HANGER FOOTlNG DESIGN <br />ZEPHYRHILLS MUNIOPAL AIRPORT <br />MARK BRIDGES <br /> <br />PROJECT NO. <br />98048 <br /> <br />we;. Nol <br /> <br />S1 ~Ev.ln <br />