Laserfiche WebLink
B <br />U <br />O <br />No.o1 Lops = N <br />TYPE 1 TYPE 2 <br />-El_�t I 8 <br />8 <br />TYPE 10 <br />TYPE 17 <br />8 <br />TYPE Il <br />B <br />TYPE 18 <br />TYPE 3 <br />C <br />m <br />C <br />D <br />E <br />TYPE 5 <br />N ��m <br />I B .j <br />TYPE 14 <br />B <br />TYPE 12 <br />B <br />C <br />5 <br />TYPE 19 <br />NOTE: Type 17 Bars used In Superstructures <br />shall be lilted to obloln Minimum cover. <br />TYPE 25 <br />8 <br />C C <br />Threads <br />TYPE 34 <br />H <br />B <br />LU <br />21 <br />TYPE 26 <br />0 <br />U <br />TYPE 35 <br />TYPE 40 <br />I r <br />TYPE 27 <br />I_ B <br />W[I e'7\ <br />m <br />Number of 860000 or Walls = N <br />Number or 0's = 1.1-1 <br />Number of B's = 2N-1 <br />Number of C's = N-1 <br />45' TyplWl <br />TYPE 36 <br />B <br />30 <br />TYPE 20 <br />1 <br />D <br />C <br />TYPE 28 <br />8 <br />30 <br />00 <br />C 0 E <br />TYPE 6 <br />C-C6m O N E <br />I <br />TYPE 15 <br />C F . <br />0 <br />TYPE 21 <br />E <br />00 <br />TYPE 7 <br />C D <br />f..l <br />30 <br />TYPE 8 <br />H <br />1 <br />U <br />8 <br />TYPE 9 <br />B I� <br />TYPE 22 <br />TYPE 37 <br />B i I IC I� D nE F nH I I K <br />J <br />TYPE 41 <br />J <br />No. of Laps = N <br />w <br />TYPE 31 <br />Spiral—. <br />w <br />O <br />Number of Beans or <br />Walls = N <br />Number or D's = N-1 <br />Number of 8's = 2N-2 <br />B„ Number of C's = N-2 <br />45' Typical <br />TYPE 23 <br />Out Dlamelerrl <br />TYPE 39 <br />TYPE 42 <br />TYPE 24 <br />r—Cy <br />I I <br />5[Z <br />TYPE 32 <br />Threads <br />Style 6 = No Hook <br />TYPE 33 <br />C = Pitch <br />8 = ovardil Height <br />0 = Spirals shall be made of ASTM A6/5 <br />Grade 60 211101 steel using either plain or <br />deformed burs ASTM A6/5 or Cold <br />drawn steel wire ASTM A82. <br />N = Total number of closed turns of <br />Top and Bottom of columns <br />Splices may be accomplished by lopping <br />1.5 turns. Cost of Channel Spacers and <br />Splices shall be Included In the Contract <br />`Unit Price for Relnf. Steil (SubstrJ <br />I� <br />0 <br />B C <br />B <br />TYPE 43 <br />NOTE: For Bar Dimensions See BAR LIST Sheet. <br />ly --1C�7 <br />DATE <br />er <br />0ESC01PTIM <br />R Ey T S; ON5 <br />er <br />DATE <br />3A/3S <br />DESCRIPTION <br />DRAM et <br />EMCEED et <br />AK8 <br />CG <br />8/06 <br />8/06 <br />RESIDED NS <br />CO <br />8/06 <br />aHDAED IS <br />TIN <br />8/06 <br />APPROVES 01 <br />T.J. No/0e, P.E. <br />ENGINEER OF RECORD. <br />HARDPBTY S HANOVER,,LfP <br />IOW SAWGRA.% CORPORATE DEWY <br />sum 344 <br />Sunda., DL 33323 <br />Ceear A Granada., P.E 0004221 <br />Certificate of Authoric01/on 0171 <br />INDIAN RIVES COUNTY PUBLIC WORKS DEPAETMENT <br />NO NO. <br />CORM <br />00001IE. 0004031 10 <br />HOOK 0£141.5 <br />180' <br />Hook 0610110g Dim. <br />A oro <br />90' <br />BAR <br />SIZE <br />D <br />180' 1100K5 <br />90' HOOKS <br />A OR G <br />A OR G <br />43 <br />2//�' <br />5 <br />3 <br />6' <br />3" <br />6" <br />4° <br />8" <br />#5 <br />354' <br />7° <br />5" <br />10' <br />41/2' <br />8' <br />6' <br />*7 <br />51/x' <br />10' <br />7' <br />1'-2' <br />48 <br />6' <br />11" <br />8' <br />1.-4' <br />2/2' <br />P-3" <br />Ih�• <br />P-7' <br />4/0 <br />104• <br />P-5' <br />I'-0%" <br />/'-10° <br />411 <br />12° <br />P-7" <br />P-2);" <br />2-0" <br />414 <br />181/1' <br />2'-3" <br />418 <br />24" <br />3'-5' <br />STYLE <br />3 <br />Detailing Dim. <br />0 <br />EO <br />a <br />0 <br />90' 135' <br />STIRRUPS !TIES SIMILAR) <br />RECOMMENDED STIRRUP & TIE HOOK DIMENSIONS <br />BAR <br />SIZE <br />0 <br />90' HOOKS <br />135' HOOKS <br />A or G <br />A oro <br />Hw <br />43 <br />f/2" <br />4' <br />4" <br />21/2" <br />2' <br />4/2" <br />4/2' <br />3' <br />45 <br />21/2' <br />6' <br />51/2" <br />334° <br />41/2" <br />/'-0" <br />B' <br />4/2' <br />47 <br />5114' <br />I'-2" <br />9" <br />51/4" <br />48 <br />6" <br />P-4° <br />6' <br />STYLE <br />4 <br />5 <br />STYLE 6 = NO HOOK <br />* Dimension 1s approximate. <br />Hook Styles Detailed on ihls sheet ore for <br />Illustration Only. <br />Actual Hook Style for oM particular bar will be <br />shown under A or G Heading on REINFORCING <br />BAR LIST sheet. <br />All Dimensions ore out -to -out. <br />BRIDGE N0. 880051 <br />MET 11.. <br />STANDARD BAR BENDING DETAILS INDEX NO. 1300 <br />CR 510 <br />INDIAN RIVER <br />015E0 <br />.xD" ""K CR 510 OVER INTRACOASTAL WATERWAY <br />WABA5S0 FISHING PIER REPAIRS <br />ODAJE1 11/011 <br />61-20 <br />