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TUBE COL. <br />I <br />(i <br />TO REMAIN <br />TO REMAIN <br />TO REMAIN <br />, <br />MW, <br />TB1 <br />II <br />III <br />� <br />III <br />Lu <br />Lu <br />1 <br />1 <br />III <br />� I11 <br />III <br />o <br />C3 <br />0 <br />C7 <br />NEW HSS <br />TUBE CO <br />i <br />LL <br />NEW HSS STL. <br />I'I <br />0 <br />I <br />0 <br />O <br />El <br />TUBE COL. <br />i <br />I <br />T <br />4"-0" <br />5'-0" <br />o <br />d <br />2 <br />C7 <br />C7 <br />0 <br />1- <br />C <br />oI'I <br />III <br />z <br />� <br />z <br />� I <br />z <br />c� <br />c <br />0,"50 <br />c/) <br />1 <br />I Q <br />. <br />I <br />I <br />Q <br />1 <br />I <br />Q <br />c�1 <br />w <br />w <br />w <br />w <br />NEW STL. <br />U <br />III <br />w <br />cc <br />I <br />w <br />I <br />( <br />a <br />W21x62 <br />III0 <br />II0 <br />II <br />oIII <br />o <br />I <br />I <br />II <br />III <br />m <br />III <br />co <br />co <br />0 <br />Y <br />Q z <br />0 <br />0 <br />O <br />I <br />N (, <br />v w <br />EXISTING HSS <br />EXISTING HSS <br />EXISTING HSS <br />- - - - - <br />- - <br />- <br />- - - -Ij <br />---z <br />- - <br />O <br />_STL <br />TUBE <br />COL. <br />- <br />- - - - - - <br />a <br />- - <br />- --- - - - <br />- - <br />1 - -STL_. TUBE COL. - <br />a <br />O <br />- <br />- <br />- STL. TUBE COL. - - <br />- <br />- - - - <br />a <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- - - <br />_ <br />o <br />I, <br />0 <br />0 z <br />z <br />TO <br />REMAIN <br />0 <br />TO REMAIN <br />0 <br />TO REMAIN <br />0 <br />O <br />Ii <br />I <br />Q <br />U) <br />Q <br />0 <br />z <br />I <br />� <br />z <br />CD <br />z <br />y <br />0 <br />Lu <br />z <br />NEW <br />� <br />1I+I <br />O'Ir <br />0 <br />X <br />X <br />X <br />E COL <br />Q <br />Lu <br />J <br />0 <br />LL w <br />a <br />� <br />11 <br />5'-0" <br />�p� <br />0 <br />o <br />III <br />o0 <br />N <br />III <br />z�Q <br />N <br />Q <br />27'-4'" <br />� <br />to a <br />� <br />III <br />II <br />Lu <br />Xww <br />z <br />o <br />wcra <br />NEW HSS STL. <br />w <br />w 1 <br />a <br />TUBE COL.ui <br />I <br />I <br />I <br />l <br />l <br />7'-3•• <br />o <br />F3 <br />h <br />1 <br />-- <br />--------------------- <br />o <br />L�J3 1 <br />O <br />O <br />NEW S <br />MT <br />O U) <br />III <br />I I <br />I <br />°Ilo <br />oIII <br />�I <br />co <br />III <br />III <br />III <br />z0)1 <br />o <br />�II�I <br />III <br />III <br />�II <br />, <br />0 <br />X <br />1 <br />X 1 <br />1 <br />1 <br />1 <br />NEW H <br />o <br />I <br />I <br />NII'I <br />WII <br />WII <br />WII <br />TUBE t <br />N <br />z <br />O <br />z 5'-0" <br />�1 <br />0 <br />00 <br />�I 1 <br />�~ <br />N <br />�i <br />io <br />w <br />a <br />Lu <br />IIM <br />I <br />II <br />II <br />Lu <br />o <br />z <br />z'II <br />I11 <br />II <br />fI <br />- - <br />- <br />- <br />- <br />- <br />68'-8" <br />I <br />I <br />I <br />139'-4" <br />i <br />PROVIDE SHORING & RE -SHORING SHOP DRAWING PLANS FOR REVIEW <br />ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE <br />PROVIDED TO SAFELY SUPPORT ALL LOADS DURING <br />INSTALLATION AS PER SHORING PLAN <br />NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE <br />REDUCED IN STRENGTH BEYOND THE SCOPE OF THIS PLAN WITHOUT <br />CONSULTING ENGINEER OF RECORD. <br />vJ,r_4 <br />NEW EXISTING CMU <br />Cmu WALL WALL TO <br />REMAIN <br />II I I <br />-SHORING PLAN <br />SCALE 1/8"=V-0" <br />DENOTES; <br />FqTHYSSENKRUPPS SAFWAY-SF HEAVY DUTY SHORING <br />FRAME OR EQUAL, SHORE FRAME 4'-0" O/C MAX. <br />(UNLESS NOTED OTHERWISE SEE SHORING PLAN) <br />LOCATED AS SHOWN ON PLAN (ULTIMATE CAP. MIN. <br />10000 LBS. AT 19'-0" HEIGHT) <br />HSS <br />COL. <br />N <br />STL. <br />D REMAIN <br />STL. <br />L, <br />STL. <br />D REMAIP' <br />STL. <br />STL. <br />L. <br />I ; <br />I , <br />C <br />I; <br />I , <br />I , <br />BEAM I; <br />STL. <br />YP. <br />BEAM <br />i <br />STL. <br />TL. BEAM <br />SS STL. <br />;OL. <br />Al <br />- - - - - - - - - - - - - - -- (�) <br />FAI <br />TAYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Proj. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn by <br />JT RON BARR, A.I.A. <br />Rtev'd by STATE OF FLORIDA <br />R 5 AR 0016160 <br />LL H O w <br />U p <br />O <br />w <br />Z <br />U <br />W <br />Z <br />~ O 6 <br />W <br />z <br />U <br />O¢ <br />Q p j Q <br />d <br />O O <br />U <br />W <br />K F <br />z <br />Ix U O W <br />U D <br />Z <br />W <br />W <br />m O F= <br />V <br />O y <br />m <br />m <br />X 0 <br />Z Z= <br />z w <br />Q <br />U <br />0 <br />Z <br />W <br />w 1- Z <br />OU 6 <br />W <br />> <br />z <br />W W <br />} W Z <br />>z <br />I=- <br />0 W <br />Ix <br />LL <br />0r <br />Z) Z <br />00 <br />O= O¢ <br />QzQ <br />W. <br />Z <br />Z <br />O <br />r <br />W <br />J F <br />WW LL � a <br />Q O Z <br />O 2 <br />Z Z <br />W <br />Z=� <br />a <br />O <br />W <br />EL <br />O <br />W g~ K <br />O <br />0 <br />O <br />z <br />0 <br />vi = <br />a WW 0 0 <br />0 <br />ZIL <br />W U <br />O <br />ZFWQS2 <br />z <br />mz'W <br />wo <br />w 0z <br />IX <br />x <br />V <br />a U W <br />U z 2 <br />0 <br />O <br />d <br />D <br />O LL~ <br />p <br />O O F_ <br />00 <br />x <br />Wa <br />O= <br />LLI <br />W <br />O <br />H¢ <br />z W <br />0¢ <br />m 0 <br />F- ¢ r- z <br />Ix w <br />o x <br />w <br />F <br />z z <br />z Q <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />1A <br />V1 <br />I u <br />J <br />Revrsrone: <br />1� GENERAL REVISIONS (09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />~ <br />M <br />O <br />� <br />AA <br />aw�a <br />�I <br />O <br />N <br />� <br />L <br />O <br />'L <br />N � <br />M (� C <br />M 0) <br />cu N c <br />'o N 'c <br />C <br />V N <br />ai a <br />A` 'M Lo <br />W �0 <br />4mi o E <br />.� 4-: a <br />E <br />O <br />n/0 � L <br />O <br />L <br />O 1 L_ <br />Lo <br />� � N <br />to �- U <br />L <br />m <br />Sheet Trtle <br />Sea le: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. SMW9 <br />12-027 <br />