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COLUMN-'BEYOND WALL S.A.D. � 8 CMU � „ .( ) i i i ' i , i ' i 0 0 ' i _ , „ . » „ „ 8 CMU �, 0 , „ _ i i : i � , i - i 2 _0 S . a 8 Q 8� WALL + � z . EL. 69 9 ,� � i i . i WALL <c >FOR � S.A.D. . #4@12 ; _ `. EW. , i SUMP ;PIT i ' : i i i 0 � i i � . . c.� ,� S.A.D. FOR SLOPES PES _ SLO „ WATE --- R STOP : _ TYP. ' i : i , . i: i i w :Q , � ,', : #4�12 EW. c� i i , #5@9 EW. T&B : . : z , ; � � � i '; , i ' i i i : Q : _ i i _ _ _ EL. VARI - - _ _ __ ES ____ _ _ EL. VARIES : __ , S.A t __ _ _ , . .D.: ) ) . 5. . . :cn ( EL A D : LEVEL __T.O. CURB z 02 > » ► ` » ` _ _ _ ; _ _ "�n � - , : - -==-------=_-=- ,, _---------- _ TYP. �n i ----_ --- i i _ : i : i _ � - + + , „ EL. 69 -9 . 69 9 . � '. c� . EL � _ ' ; I _ _ _ . _ _ _ _ � + � ' I EL. 70 0 : z , _ . O N . � w I" 1 ` : 1— : I .; .. � � .. Q I #4 NOSING ' ,� » ' _ - Z . : _ , z - - ` _ #5@9 W. i #4 12 E . E � . w 0 _ , o — _ N ; — . . - . � � ,_ .— : BAR TYP. � ._ - - � : i :_ � I ,.. � - - = TYP. TYP. L. S.A.D. , . 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' � COLUMN n_ , , , 'z � , ( BEAM DEPTH VARIES FOREGROUND � ' ( . ) » » - � _ I I 0 - - = ` : 31 TO 34 ) POST TENSIONED � � :z . _ BEAM 2PT 1 WI TH COLUMN FOOTING ( ) Q - J � � < BEYOND Q : ' z - - - � � - T UP STAIR SECTION AT BUILT UP ELEVATOR PiT AT BUILT UP R SECTION AT BUIL � SECT ION : SECTION STAI _ „ , „ „ , „ » , ,, � , , » 9 2 2 14 9 4 ' - `= = - - - - - _ - : _ - - . 1/2 =1 -0 1/2 =1 -0 � REF: 24/ o ;, -� 1 0 " 1/2 1 0 w : LANDING _ � � W ; A1 A8 �- , ,, , „ � _ _ , „ �- , 1 0 ; 1 0 S. . S.A.D. S.A.D. S.A.D. S.A.D. A D. - WHIRLPOOL PIT 1 -0 � 'WHIRLPOOL PIT WHIRLPOOL PIT ' � S:A.D. z S.A.D. o , c� z » — � 8 CMU w , � COLUMN BEYOND bw : WALL � i ' i z SEE PLAN O � � : , 13 �, . � o : - , � : ARCH. FINISH i i 8 , CMU WALL 'T� z , _ 12 _ � c� c.9 ` c� `, I � `� � S.A:D. SEE PLAN FOR z ` � z z , _ ( ' I _ — — _ I I ;� Q w � :� a. . i ` i REINF. -� � O : � . . � . EL. 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SEE PLAN FOR Y Y � � J J � � � ` � c.� c� `E.F. O O � � - - . . REINF. - t- . f--- _ _ ¢ ¢ - w w ' - � . . h— � I �— . . -1 WATER STOP cn cn . w w , . WATER STOP i . _ _ cn ci� _ : <: e � , H— T&B S.A.D. c.� c� ,U , ( ) _ � : � � ' i . ¢ a - _ � , - S.A.D. 0 � , ,' - ao — � � — I . Q Q , - _ _ _ c„ LEVEL 02 �EVEL 02 � � ---J' -- =----- - - _ ---�==----- I I _ a _ _ — 'EL. S.A.D. EL. S.A.D. - - - - _ -� � �-� � ) � � � � � i _ � � -, , I I I II I _ _ - ISSUED POR � AT. I MAT FOOTW G M FOOT NG i . � z i SEE PLAN ' � ,� >- w N SS CD SET , _ - :04 07 06 PROGRE � a ; 2 0 „ � � � SEE PLAN i _ w cn I FOR REINF. #5@12 E .W. � J � cn w ` _ � n- — I 05 12 06 SUMMARY PERMIT SET FOR REINF. w � _ � i F » , � E. . � > #5@12 ,EW. a 1 > ; __-� SEE PLAN FOR SLAB REINF. „ 05 22 � 07 PLAN CHECK, RESUBMITTAL 8 � RAMP #4C�12 E.W. _ c� � 'EL. VARIES _ . v, � 0 � T&B . w z S.A.D. cn z , Q : Y ___I U � 2 : w H . 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CURB 8 W/ 2 � I � x w _ _ ' 2 4 : � '� SEE PLAN , „ � » _ � _ � _ 2 0 SECTIONS B �- THRD. RODS W/ 3 S . B Q 11 FOR REINF. � � � � � HSS H G R � AN E _ � � SIM . , _ AND DET AILS ' 3 „ 0 -1 10 0 / 6.0 - R WASHER /4 � _ - ' 'PER PLAN LEVEL 02 L V L 02 8 i E E c� .. - - � a.. __ � � � � _ _ � � . _ a N �� . � � � � . EL. S.A.D. L. S.A.D. , E � � � � #4@16 a � � � � a . . � � � � _ � � • _ _ » . . . . . .�. . ...:.. I I . . . I I ..�.� ..�..�. N . . . _. � � 3 _ z HSS PER PLAN 4 THRD. ROD � �. , � PROJECT OZOZB �4 � � . � � � � � �4 � � � � � � � SLAB REINF. � � # Y . z z , 4 T P » �, � � � � SLOT AS RE D. w w � ' 3 Q _ � � � � _ J �p a W/, 3 s . R Q Q � . . � � . . . . . . . . .. . . . � .�. - I I '.. �� � . �I I � .. . �e�. . . . . . . . . . . . . . � . . LLl W O . 'DATE' � � PER PLAN ii � 2#7T #7T B . „ � � &B 2 & cn cn � � � � : � � »` � � a , SEE PLAN FOR SEE PLAN FOR � � WASNER 3 . . � � ; � � -�- , . / � � R y , , , , a 4 -: , � , , � � . < � AS NOTES . SCAL SLAB REINF SLAB REINF. 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A A H 0 ETAIL , TAI HANGER CON CT SECTIO AMP ANGER C NNECTION D SE D CURB GER CONNECTION DE L NE ION DETAIL N AT R CTION TURNE SECTION AT EDG OF SLAB HAN , AT UP E „ , „ , , . ,, , , 1 11 6 6 16 - _ ,, , „ 2 1 2 ;, , „ , „ _ „ _ - _ _ _ _ - _ 1/2 -1 0 1/2 1 0 1 0 - - _ - 1/2 _ 1 1 0 T STEEL HAN 1 1 0 : 1 1 0 � � A GER � IAN MENNINGER CONSULT GINEERS 2005 � ., - � _ O NISHK ING AND STRUCTURAL EN �