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PLAN <br />PIER <br />I <br />SECTION A -A <br />SECTION B -B <br />PRg1EOT SNEET TOTAL <br />DIVISION NO. SHE - <br />4 ?S/17- 2*�, ZG r <br />BILL OF BARS 121960 <br />DIMENSIONS IN BENDING DETAILS ARE OUT TO OUT. <br />POUR <br />MARK I <br />NO. <br />I SIZE LENGTH <br />I SPACING <br />LOCATION <br />DET <br />al <br />40 <br />8 <br />11-0 <br />q <br />FOOTINGS ' <br />82 <br />48 <br />11 <br />S-6 <br />SHOWN <br />A <br />In <br />83 <br />3 <br />4 <br />9-6 <br />" <br />- HOOPS <br />D <br />ti <br />8 <br />83 <br />48 <br />4 <br />9.6 <br />1-0 <br />COLUMNS -HOOPS <br />D <br />84 <br />10 <br />it <br />16-q <br />SHOWN <br />COLUMN 1 <br />85 <br />6 <br />0 <br />I9-6 <br />" <br />COLUMN 1 <br />86 <br />35 <br />5 <br />12-3 <br />CAP- STIRRUPS <br />B <br />87 <br />34 <br />5 <br />10-4 <br />•• <br />•• <br />8 <br />88 <br />3 <br />4 <br />6.3 <br />END <br />C <br />a <br />89 <br />8 <br />it <br />18-4 <br />•• <br />- TOP <br />810 <br />4 <br />it <br />35-3 <br />it A <br />v <br />811 <br />6 <br />10 <br />1 12-6 <br />•• <br />•• - •• <br />= <br />812 <br />4 <br />5 <br />15-3 <br />j <br />813 <br />2 <br />4 <br />19-6 <br />- SIDES <br />814 <br />2 <br />4 <br />27.3 <br />BIS <br />12 <br />10 <br />18.4 <br />- BOrroM <br />816 <br />6 <br />9 <br />29-3 <br />•• <br />•• - •• <br />617 <br />10 <br />II <br />15-6 <br />COLUMN 2 <br />A <br />818 <br />6 <br />II <br />18-0 <br />2 <br />BIR <br />10 <br />11 <br />15-3 <br />3 <br />820 <br />6 <br />11 <br />IB -O <br />•• 3 <br />`BUNDLED 13AR- SEE DETAIL <br />I i <br />,p r <br />m m <br />0 <br />N N <br />2-G" B10 <br />1=3' 82 <br />Ill" 37 <br />ETAIL A <br />DETAIL B <br />SECTION C -C <br />R� <br />DETAIL D <br />DETAIL C <br />WIRE BARS AT 2'0" CENTERS --a <br />AS SHOWN <br />BUNDLE DETAIL <br />FOOTING PLAN <br />CONCRETE MASONRY <br />FOOTINGS 33.0 C.Y. <br />COLUMNS 12.4 C.y. <br />CAP 17.7 C.Y. <br />TOTAL 63.1 C.V. <br />X 27414 <br />