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BILL OF REINFORC NG STEEL <br />FOR ONE BEAM ONLY <br />Spacing Bars 4K 5%2' 2 sp. 0 3" SI sp, 0 VI (Max.1 <br />MARK <br />NOTE <br />SIZE.' <br />NUMBER <br />REWIRED <br />LENGTH <br />(N07£ fl <br />A <br />NUMBERS <br />— <br />5 <br />4 <br />See Table <br />9' 6. y Bars 5Z <br />2" <br />C <br />5 <br />_ 2 <br />10'-5• <br />0C <br />7, 8—& 10 <br />3 <br />I2 <br />See Table <br />..77_,1 <br />Perpendicular 2/p" <br />02 <br />7, 8 & 10 <br />3 <br />12 <br />See Table <br />x <br />K <br />2,7,8 & 9 <br />4 <br />See Table <br />3'-0° <br />g <br />i " <br />to End of Beam <br />Bars 4K <br />L <br />3, 4 & 7 <br />4 <br />8 <br />3'-10" <br />h <br />:— 4K <br />& 52 <br />N <br />5" <br />0 Strand <br />l <br />0/02 L + 5' <br />`Bars <br />2 <br />2, B& 9 <br />5 <br />4 <br />3'-0" <br />lki <br />Optional <br />Deck Forming <br />11 <br />1rI�I�I�i�I�I�i�� <br />$ <br />Narcn rryvJ <br />BENDING DIAGRAMS (5ee Note 11 <br />• <br />■I <br />■It <br />�I� <br />�I� <br />�I� <br />�I� <br />V. <br />1 <br />Bar 5C tied <br />to Strand N <br />• <br />Strand N <br />Bar 5A <br />Strand N <br />' <br />1 s , <br />7/2' /1 <br />Bar 5A tied <br />to Bar 30 <br />P'/e' Clear <br />Bars 5Z , <br />Bar 5C <br />I <br />"� <br />9 " <br />f/2' Clear <br />�I <br />Bars 5A <br />• <br />�"1�— <br />°t <br />` <br />J <br />MIn. <br />.n <br />;r1 <br />Bars 3D1 or 302 <br />B <br />a <br />I� <br />IM <br />1- <br />(See Table) I 10" <br />_�1111.1 <br />�Mi <br />S <br />�I.I <br />MI.I <br />I <br />e <br />..I <br />W I <br />�) <br />�I <br />BARS 301& 3D2 BARS 4K & 5Z <br />P <br />Spacing Bars 4L <br />0. Chamfer <br />Bars 30 (TypJ <br />7" <br />7 <br />S <br />3%4' (Nominal) <br />4 39.8 6" <br />S,. I " Bars 3D1 or 3D2 ' s,.with <br />/0'-0' <br />/4' Chamfer (Typ. top & <br />bottom of bottom flange) <br />(See Notes 2 & 9) <br />Bars 4K & 51 as shown (See Note 8) <br />See Table <br />r. <br />2'-O' <br />CI <br />END VIEWNOTES. <br />Work ihls sheet with the following drawings: <br />ELEVATION AT END OF BEAM <br />(Flange Not Shown For Clarity) <br />BARS 5C BARS 5A <br />Index No.3/0 - Typical Beam Details and Notes <br />Index No.5-321 - Table of Beam Variables <br />For referenced notes, see Index No.310. <br />For Dimensions L, R, W /hru V4 and number of <br />spaces SI thru S4, see Table of Beam Variables <br />Index No. S-321. <br />DIM L = Beam Costing Length (Overall Length of Beam along Ct Beam Including length Increase as <br />required for Beam paced on grade and DIM R to compensate for east/a and time dependent shortening effects) <br />�2 5P• 0 3" <br />5//1" SI Spaces 0 VI (MaxJ <br />Spacing for Bars 4K <br />Symm. about ♦ Beam <br />Olrectlon of Stationing r- <br />nII II <br />p <br />II <br />n II <br />II <br />rn� <br />II <br />•. <br />2' I 1 12 <br />in <br />h <br />Omll Inserts at <br />I <br />I <br />�CL Beam for Span <br />'^ <br />"! <br />•-1. <br />•f--r+�' <br />0 Threaded Inserts n <br />_ <br />_ 27 Beams • <br />•• <br />(See Sheer No. B1-161 <br />(TypJ <br />II-- <br />€ Beam and Diaphragm <br />"T' <br />"T" <br />DIM <br />END 1 <br />END 2 <br />C ow=s.�--r 86!DC£ NO. 880051 <br />A.REV <br />I s I ONS <br />NNE0 <br />2AIE5 <br />ENGINEER OF RECORD• <br />HARDFsrT & HANOVER, LIP <br />INDIAN RIVER 0OOR4TT PUBLIC WORKS DEPARTMENT <br />RNo TITS' INVERTED -T BEAM - STANDARD DETAILS <br />INDEX NO. 320 (MODIFIED) <br />DATE <br />2Y <br />DESCRIPTION <br />PATE <br />DI <br />PEERRIN. <br />RRAMI on <br />ARB <br />8/06 <br />6x0002 CI <br />CG <br />8/06 <br />1000 eAWGRASS CORPORATE PENT <br />SUITE SH <br />&owl.. PL 33303 <br />Cesar A CranOWs, 9.5 064221 <br />Certificate of Authorisation 02171 <br />0201 R0. <br />=II <br />FINANCIAL PROJECT I0 <br />wwctr N <br />WATERWAY <br />IC00002 <br />"TET "°' <br />DEHORD RI <br />00 <br />8/06 <br />CR 510 <br />INDIAN RIVER <br />susoos <br />cmr <br />CR 570 OVER INTRACOASTAL <br />WABASSO FISHING PIER REPAIRS <br />• #7110E0 *Safe <br />BI -1a <br />0I <br />TJN <br />8/06 <br />,,,,..s. eI <br />T.J. No es, P.E. <br />