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MARK <br />LENGTH <br />FEET <br />N0. <br />BARS <br />TYPE <br />BAR <br />STY <br />DETAIL DIMENSIONS <br />m <br />SIZE DES <br />A J G <br />8 I C 1 D I E I F H i J I K <br />WEST PIER - SPAN 10 <br />4 <br />ST03 <br />3'-6" <br />75 <br />11 <br />1 <br />1 <br />6" <br />1'0" <br />1'0" <br />5 <br />5T04 <br />5"11Y2" <br />100 <br />1 <br />5"11Y2" <br />4 <br />ST05 <br />3'-3" <br />100 <br />32 <br />2" <br />1'-5" <br />1'8" <br />5 <br />5T06 <br />3'-8%" <br />100 <br />1 <br />3'-8%" <br />4 <br />SLOT <br />49'-8" <br />36 <br />1 <br />49'-8" <br />5 <br />0502 <br />3'2" <br />42 <br />4 <br />1 <br />I <br />6" <br />6" <br />5 <br />DLO3 <br />3'-254" <br />12 <br />1 <br />3'-254" <br />5 <br />DL04 <br />2'-11 4" <br />12 <br />1 <br />2'-11 4" <br />EAST <br />PIER DECK - SPANS 18-27 <br />5 <br />5T01 <br />7-4" <br />951 <br />1 <br />7'-4" <br />4 <br />ST02 <br />2'-10" <br />951 <br />28 <br />5" <br />2'0" <br />4" <br />2" <br />4 <br />STOJ <br />3'-6" <br />71J <br />11 <br />1 <br />1 <br />6" <br />1'0" <br />1'0" <br />5 <br />D501 <br />4'2" <br />348 <br />4 <br />1 <br />1 <br />1'-0" <br />6" <br />5 <br />OLOI <br />3'-0" <br />220 <br />1 <br />3'0" <br />5 <br />DL02 <br />3'-15" <br />58 <br />1 <br />EAST <br />PIER DECK - SPANS 18 <br />4 <br />SL02 <br />49'-4" <br />12 <br />1 <br />49'-4" <br />EAST <br />PIER DECK - SPANS 19-26 <br />4 <br />5101 <br />49'-8" <br />108 <br />1 <br />49'-8" <br />EAST <br />PIER DECK - SPAYS 18 <br />4 <br />SLO3 <br />25'6" <br />12 <br />1 <br />25'_6" <br />EAST <br />PIER SUBSTRUCTURE <br />6 <br />501 <br />8'2" <br />100 <br />11 <br />7'-0" <br />7" <br />7" <br />4 <br />502 <br />7'-0" <br />20 <br />1 <br />10 <br />503 <br />4'-154" <br />80 <br />10 <br />3'-154" <br />1'0" <br />5 <br />SO4 <br />8'-6" <br />100 <br />4 <br />1 <br />1 <br />2'-4" <br />1'-4" <br />4 <br />505 <br />4'-4" <br />60 <br />4 <br />1 <br />1 <br />10" <br />10" <br />4 <br />S06 <br />3'-2" <br />40 <br />11 <br />2" <br />1'6" <br />1'-6" <br />4 <br />S07 <br />4'0" <br />70 <br />11 <br />1'-0" <br />1'-6" <br />1'-6" <br />4 <br />508 <br />4'0" <br />20 <br />11 <br />1'-0" <br />1'-6" <br />1'6" <br />Face of Beam Web <br />SECTION THRU BEAM WEB <br />AT INSERT FOR DIAPHRAGM REINFORCING <br />INSERT NOTES, <br />1. Insert shall be 1" 0, zinc -electroplated, ferrule wing nut, UNC threads, <br />1/0 minimum gage wire, not more than 4" in depth and shall have a <br />minimum ultimate tensile strength of 4,000 psi concrete. <br />2. For locations for inserts, see sheet no. B1-18. <br />4-(6 'a7 <br />R E V I S I O N S <br />DAYES <br />DATE <br />DT <br />DESCRIPTION <br />DATE <br />DI <br />DESCRIPTION <br />DRAM 00 <br />AKB <br />8/06 <br />SNEERED EY <br />CG <br />8/06 <br />DESIGNED DT <br />CC <br />8/06 <br />SNEERED EY <br />TJN <br />8/06 <br />APPROVED ST <br />T.J. Notes, P.C. <br />ENO !NEER OF RECORD. <br />HARDESTY es HANOVER, LLP <br />1000 MAWGRA. CORPORATE PRIVY <br />SUITE ]N <br />Real. FL 13113 <br />Cesar A araeadoe, P.6 M64221 <br />Certificate of Mbar/MI. M171 <br />INDIAN RIVER COUNTY PUHUC WORKS DEPARTMENT <br />ROM ID. <br />010411011E PROJECT 10 <br />AIME aRE. <br />BRIDGE NO. 880051 <br />BAR LIST <br />CR 510 <br />INDIAN RIVER <br />CR 510 OVER INTRACOASTAL WATERWAY <br />WABASSO FISHING PIER REPAIRS <br />MEET RO. <br />B1-16 <br />AMMIe Bole <br />9/28/0006 <br />n31M PM <br />0 <br />1204.00000, FlgrIng PlerVlneNlex 5,444.14410,4171, <br />