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TAN. TO L <br />'W I" IT STA <br />22"WI't 39•( <br />CONST JT. <br />THE DIRECTION OF POUR MAY BE REVERSED IF PORTION OF POUF{ <br />FROM THE PIER CAN -BE COMPLETED IN A FOUR HOUR PERIOD. <br />TWO OR MORE POURS MAY BE COMBINED AND TRANSVERSE <br />CONSTRUCTION JOINTS OMITTED IF THE POUR FOR AN ENTIRE <br />SPAN OR 7HE PORTION OF A SPAN TO A CONSTRUCTION JOINT <br />CAN BE COMPLETED W THIN FOUR HOURS AFTER CONCRETE <br />OVER THE AwAPOURING5 DIAGRAM <br />KEYWAY ON SLAB <br />FORMED BY SURFACED, <br />BEVELED 2"x2 " <br />UN STEEL THAI) JOINT. <br />TOP OF FLOOR <br />rL PIER <br />J J a J <br />Q o� U e O F O F `• <br />U r : <br />rY BRC. W. ABUT F ` r u F o f c u E BRC• E. ABUTSLAB <br />. <br />Z SECTION S2 <br />< a i 0. ¢ a <br />U) N t!1 UJ N N <br />Acu .411 (At <br />7S'- O" <br />BRG. W. ABUT. <br />DEFLECTION DIAGRAM <br />BOTTOM OF TOP STRINGER FLANGE <br />AFTER FLOOR IS POURED <br />TOP OF FLOOR 7 <br />an <br />a <br />-^ <br />490 <br />h <br />m\10 <br />r <br />r <br />1'- 10 /6" <br />r <br />I'I8" <br />I'-4 6" <br />a <br />m <br />C <br />1'-46" <br />SPLICE <br />N <br />1=1fb" <br />rt SPLICE <br />1-10 <br />53'-6" q" CAMBER <br />.21'-6" <br />�a 75.0" <br />j 59'6" 14" CAMBER <br />6 0,10.11-1'- <br />75'-0" <br />SO'• O'" <br />1' 10 l.. <br />k PIER <br />SLAB THICKNESS DIAGRAM <br />N rt BAG. E. ABUT. - <br />�a <br />NOTE: SLAB THICKNESS DIMENSIONS SHOWN <br />ARE THEORETICAL AND MAY NEED TO <br />BE CHANGED TO COMPENSATE FOR <br />CONSTRUCTION DISCREPANCIES AND <br />VARIATION IN BEAM CAMBERS, <br />-1a BOTTOM FLANGE <br />OF STRINGER. <br />�1 <br />2 <br />BOTTOM COVER PLATE TERMINATION <br />STRINGER <br />BOTTOM COVER _ <br />ONLY. <br />4 <br />TYP. COVER PLATE DETAIL <br />p" CONTINUOUS WELD <br />12 L•4"X4"�8" <br />LI <br />LI <br />mom, 4 <br />ELEVATION SECTION L I <br />SHEAR LUG DETAIL <br />BEAM A <br />a <br />Q PIER <br />D <br />1 0'• 10 " <br />BAG. W. ABUT <br />I '- 4 6" <br />1'- 10 /6" <br />r. BRG. E. ABUr <br />I'I8" <br />I'-4 6" <br />a <br />m <br />C <br />1'-46" <br />SPLICE <br />4 0'-102•. <br />1=1fb" <br />rt SPLICE <br />1-10 <br />53'-6" q" CAMBER <br />.21'-6" <br />20-6" <br />j 59'6" 14" CAMBER <br />6 0,10.11-1'- <br />75'-0" <br />SO'• O'" <br />1' 10 l.. <br />BEAM A <br />a <br />C <br />D <br />1 0'• 10 " <br />1'-1 8 " <br />I '- 4 6" <br />1'- 10 /6" <br />2 0'"101` <br />I'I8" <br />I'-4 6" <br />1'-10" <br />3 O' -10j" <br />I'-1�6'' <br />1'-46" <br />1'-10" <br />4 0'-102•. <br />1=1fb" <br />1,4 21" <br />1-10 <br />5 0'-102" <br />1•-I �.. <br />1.-4 i <br />1'-l0�6" <br />6 0,10.11-1'- <br />14.. <br />1'• 4 4., <br />1' 10 l.. <br />16 <br />BLOCKING DIAGRAM <br />PROJECT =MEET TOTAL <br />DIVISION I O. SM EET9 <br />4 'Foie-Z�4 Lo � 29 <br />N <br />ul <br />LI <br />Ir <br />JI <br />T <br />R 10j" <br />TOP P <br />L 2 BARS 4" z �,"X 2--N j" <br />TOP & BOTTOM <br />SPLICE DETAIL <br />I <br />21LS 16�'X'j" <br />X27408 <br />I4., <br />