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F.F. SACKV <br />W. ABUT. <br />NOTE: <br />FOR POURING DIAGRAM SEE SNEFT 6 <br />f PIER <br />r- EDGE OF SLAB <br />------------------ _4�w«if= ------------- -----µms- - _ __ - ---- -_ -- <br />- - c ----S -7- -- S <br />3a� 4 ------ a4sPA.CO6:78'O"4 ---- <br />S CONST JO/NT <br />/g <br />I <br />0.. <br />ALL <br />15 <br />62• ,'--- -- 4 0� -- <br />71 SPA.@62"= 38-52" <br />4 <br />71 SPA. @62"= 38=52• <br />CONS?. JT. <br />M <br />-.- - 5------ - 5--- STA.22"W2+40.44 - S -------g--- -- n -s ---- <br />4 4 4 4 <br />E STRINGERS EDGE OF SLAB <br />FLOOR REINFORCEMENT PLAN <br />SHOWING TOP SLAB STEEL <br />T. PIER <br />r <br />r- EDGE OF SLAB <br />- <br />------------------------ ----- <br />- -------------- ---- - - <br />cm <br />8 p" <br />F.F. BACKWALL <br />E. ABUT. <br />TAN. TO REF. LINE "W2" <br />AT STA. 22'W2'4.40.44 <br />REF. LINE "W2" <br />i <br />ii 6' y <br />G 143 SPA .@6 '= 77�5j" 4�. 71 SPA.@62'%38"-5 " 2 71 SPA -(961 : 38'-5p" I' -O <br />------ --- --- --- - - - --- --- <br />CONST JOINT <br />S g S F.F. BACKWALL <br />F.F. BACKWALL 1 2 3 E. ABUT <br />W.ABUT. <br />t. R. R. <br />DIVItNJN <br />I <br />�1tLT <br />TOTAL <br />• <br />�i� 2� <br />30 <br />/29 <br />TABLE OF FINISHED GRADES <br />019TANCE NORTH (UTTER LINE <br />MEASURED <br />WEST FROM EAST FROM <br />P.O.T. P.0.T. <br />m <br />REF. UNE 'W2" SOUTH GUTTER UNE <br />WEST FROM EAST FROM WEST FROM EAST FAO" <br />P.O•T. P.O.? P.0.T. P.O.T. <br />0' <br />878.8-7 <br />878.87 <br />878.08 <br />878.08 <br />878.02 <br />878.02 <br />5' <br />878.81 <br />87893 <br />878.02 <br />878.14 <br />877.96 <br />878.08 <br />10' <br />1 878.74 <br />878.99 <br />877.96 <br />876.20 <br />877.90 <br />878.14 <br />IT <br />18713.68 <br />879.04 <br />I 877.09 <br />878.26 <br />877.63 <br />878.20 <br />20' <br />I 878.61 <br />879.10 <br />677.02 <br />678.31 <br />877.76 <br />876.25 <br />25' <br />870.54 <br />879• IS <br />877.75 <br />878.36 <br />877.69 <br />878.30 <br />30' <br />678.47 <br />879.20 <br />871.60 <br />878.41 <br />877.62 <br />878.35 <br />35' <br />878.40 <br />79.25 <br />877.61 <br />879•46 <br />77-55 <br />1570.40 <br />40' <br />878.32 <br />879.30 <br />877.53 <br />979 -SI <br />877.47 <br />878.45 <br />45' <br />87$.24 <br />879.34 <br />877.45 <br />878.55 <br />87739 <br />878.49 <br />50" <br />878.17 <br />879.39 <br />877.37 <br />878.54 <br />877.31 <br />676.53 <br />55' <br />878.09 <br />879.43 <br />877.29 <br />878.63 <br />877.23 <br />878.57 <br />60' <br />878.00 <br />879.47 <br />877.20 <br />87$•47 <br />877.14 <br />078.61 <br />65' <br />877.92 <br />879.51 <br />977.12 <br />878.70 <br />877.06 <br />678.64 <br />70' <br />$77.83 <br />879.54 <br />977.03 <br />878.74 <br />876.97 <br />876.46 <br />75' <br />877.75 <br />879.58 <br />876.94 <br />878.77 <br />876.83 <br />878.7/ <br />80' <br />87766 <br />879.61 <br />976.84 <br />878.80 <br />$76.7$ <br />878.74 <br />85' <br />877.57 <br />879.64 <br />876.75 <br />878.82 <br />876.69 <br />878.'74 <br />90' <br />877.50 <br />879.47 <br />876.65 <br />878.85 <br />076.59 <br />978.79 <br />9S' <br />879.70 <br />878.67 <br />878.81 <br />rt PIER <br />W.ABU7. 0 F- I- U <br />,IN N1m m�4' -1f -l7 -VN try U -Im <br />d c N N y !: <br />Ar <br />75'-O" <br />DEFLECTION DIAGRAM <br />-- D---------- ---- ---- -- lid - - -- --- ---- - --------- -- I <br />f 34'- 0"I rC BRG. It SPLICE- <br />- N ------- 9- ---- -----------------�----- W.ABur. 53�G' 4"CAMBER <br />CONST. JT. ® 4 •• <br />I.. ' <br />P TAM. TO RFF. UNE 'W2" <br />1 - <br />AT <br />"AT STA. 22'W2i40.44 <br />5 STA. 22 "W2'+4044 <br />REF. LINE'IVZ'-------------- <br />-_- <br />----- <br />---- ---- --- <br />BOTTOM FLANGE FLANGE rt STRINGERS FLOOR REINFORCEMENT PLAN EDGE OF SLAB R ro -x OY-T -,I Z' <br />OF ISTRINGER. SNOWING BOTTOM SLAB STEEL TOP BOTTOM <br />- BOTTOM OF 70P FLANGE OF STRINGER <br />rr 4 FOR MATERIAL 4"B LES 5 IN THICKNESS. AFTER FLOOR 15 POURED <br />L3•• FOR MATERIAL MORE THAN 3'THKKNE55. <br />12 L- 4"A4"Y g" TOP OF FLOOR <br />ONTINUOVS WELD,;, <br />BOTTOM COVER PLATE TERMINATION L I 4 LI 4;�f =� ;• ^� -� " <br />w� 2 R 150 <br />c c <br />C rC PIER -/I m uai - w <br />---_�--- --H"; <br />- STRINGER Z. OG BRG. \P - m 21'-6" 20-4' m ' (L AZ- <br />60'0" <br />RG. 0' <br />�STRINGER W. ABUT. W E. ABUT.BOT. COVER60'0 "ELEVATION SECTION LI <br />BOIL COVER SLAB THICKNESS DIAGRAM 2BARiS 4"X% 2 <br />TYP. COVER PLATE DETAIL St 014LY Top 4 BOTTOM <br />SHEAR LUG DETAIL SPLICE DETAIL <br />G <br />m U HORIZ. LINE I� <br />I <br />PIER rt SPLICErt B� <br />27=6" 59'6"1-4'- CAMBER E.A8vr <br />80=0' <br />BEAM <br />I A B <br />C D <br />I <br />0= N)�g" 1'-1 '6 <br />1'-4" 1'•10 G" <br />2 <br />0' 10 4" 1 '-1 <br />1=4-,j" 1' /0 4" <br />3 <br />0'-,o5`31,'` 1 -1..% <br />1'-4 �� /'/04" <br />4 <br />0=1074" IL1 iG" <br />IL4i" 1=/0%4" <br />5 <br />0'-10 1a y.. <br />1=4 1=/0%4• <br />6 <br />0=/0g lit " <br />1=4g" /'/0 W" <br />7 <br />O'AOj" I ILI� <br />1'-4 j 1=10% <br />BLOCKING DIAGRAM <br />X 27396 <br />