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02-509-107BEAT" i SCHEDULE MARK ELEv. SIZE (in.) REINFORCING NO3 STIRRUP U.ON. REMARlC5 B. T. TA E. TYP. SPACING EACH END 28-1 •10'-6' 8X36 25 25 - - (S' GARAGE) • 12' oz. TWPt=T T5 NTERM. 28-2 8X24 201 25 - - • 8' oz. THRUOUT _n ow 25-3 0C 8X24• 25 245 - - EL. +66'-4' • 8' or. THRUOUT •AT HIGH POINT OF ARCH. SEE TYPICAL ARCH DETAIL 28-4 Q 8X24 201 245 - - • b' oz. THF;WMT 215-5 -o co Q 16X24 401 45 - - • b' oz. TWR IJOUT �. m _ c- °_ Q o, D� fV v) �n it B -I SEE PLAN 8X24 25 25 - - • 8' ar— THRUOUT 5-2 SEE PLAN 8X16 2% 25 - - • l' oz. THRIOUT p0 O� N°p K C o16# o� N R15-1 458'-0' 8X24 2 • 5 2 05 - - 08'oc. THRfOUT �2 • O!c RB -2 458'-0' 8X16 2 • 6 2 • 5 - - N N � 415oz. THROUT 5TH FLOOR N N • � C St q>! O z 2'-0' IUK 1, LEIVGI .2'.0' COLUMN Llt- DEPTH rLi BEAM STEEL PLACING DIAGRAM U4IC4EVER 15 LONGER WHICHEVER 1$ 1-014GER IN TWO CONSECUTIVE SPANS STIRRUP NOTE: PLACE FIRST STIRRUP 2' FROM FACE OF CALIX N SEE BEAM SCHEDULE FOR SPACMG EACH END BEAM L PROVIDE Is 5 HORIZONTAL EACH FACE FOR BEAMS DEEPER THAN 30'. 205 48'. 305 66'. . 4.5 . , . , , 810 . L=OOTING/5LAB DETAIL AT GARAGE BASEMENT ROOFSLAB/BM. T1400 E8 ° STANDARD HOOK — CO." NEW AND TIES AS NOTED IN SCHEM �- �p DIA. LAP SLAe/8M. T14k"ESS u • w�u ° a P ° TYPICAL. FLOOR (SEE COL" SCHEDULE) ,TPPOVIDE .44T BARS FORS 5 AND ROOF COL" SIZE AND REINF. AS • 6 BARS. S d &.VP. OUPS. DEPARPIENT ®G 11-19-02 (SARASE G0IJA4 ) TOLDE SAME SIZE V2' PREM. EXP. JOINT (TTP) AS COL" REW. AND EXTEINC 36 BAR ° DIAMETER INTO FOOTNG . SLAB CAT PARKNIG (S' GARAGE) a vlSfaUEEN 9 FOR FOOTMG SIZE AND C.1=::i� REIW. SEE FTG. SCHED. ° a ° G a a e� e FOOTNG WIDTH Z —fir ;1:E TYPICAL CONCRETE COLUMN DETAIL COLUMN SCHEDULE (• 3 TIES AT 8' or. FOR S' WIDE COLUMNS) (BUILDINGS) t • 3 TIES AT 12' oc. FOR COLUMNS 12' AND WIDER) ROOF ROOF 0/02 QI o4-19-02 &.VP. OUPS. DEPARPIENT ®G 11-19-02 (SARASE G0IJA4 ) SVP 0 EL. +58'-0' ao _n ow 0C EL. +66'-4' cr• �l v Q do 6TH FLOOR J O Q LL -o co Q J W o _. o> w� ; o V$ a. u - o U Q �g o� �. m _ c- °_ Q o, D� fV v) �n it =u u° LTH LEVEL EL. +48'-6' z: p0 O� N°p K C o16# o� N ©0�� O•o w �2 • O!c EL. +58'-0' (J 03 N N � 5TH FLOOR N N • � C St q>! O z ANO _ QQNNsm� LDer����_ K F2 Lr) Ln EL. +39'-0' too 0 0 E- 3u -Mm w U% - w J 0 5 Ln Z Lu a � _ Oz i� IL u- w L� 6TH FLOOR 4TH FLOOR EL. +29'-6' EL. +48'-6' 3RD FLOOR X `t EL. +20'-0' v 5TH FLOOR 2ND FLOOR :o cq EL. +39'-0' EL. GRD. FLOOR x SP x W EL. +0'-0' ,n X f ?(* X �P Wl°� �P X n n x �P `fl -.�� �P R r a d1 M1 tt n r 4TH FLOOR If COL. MARK = U O (D O 0 O O O Tc / SCHEDULE (0 3 TIES AT 8' o.c. FOR 8' WIDE COLUMNS) ACOLUMN t 3 TIES AT 12 o.c. FOR COLUMNS 121 AND WIDER) (PARKING GARAGE) (• 4 TIES AT 4' o.c. FOR COLUMNS AT ENDS OF BARRIER CABLE, MIN. 122448) ROOF 0/02 QI o4-19-02 &.VP. OUPS. DEPARPIENT ®G 11-19-02 (SARASE G0IJA4 ) SVP 0 ao _n ow 0C EL. +66'-4' cr• �l v Q do ° J O Q LL -o co Q J W o _. o> w� ; o V$ a. u - o U Q �g o� �. m _ c- °_ Q o, D� fV v) �n it =u u° LTH LEVEL z: p0 O� N°p K C o16# o� N ©0�� O•o w �2 • O!c EL. +58'-0' (J 03 N N � N N • � C St q>! O z ANO _ QQNNsm� LDer����_ K F2 Lr) Ln too 0 0 E- 3u -Mm w U% - w J 0 5 Ln Z Lu a � _ Oz i� IL u- w L� 6TH FLOOR EL. +48'-6' `t 5TH FLOOR :o cq EL. +39'-0' x SP r 4TH FLOOR EL. +2'3 Mp SP . 3RD FLOOR EL. +20'-0' � � � � � v n 7 n Q LN -a n ,p n 4 0 v 0 't SA Y !p 133 - iP i!! It . r 0%0 1p 0%0 Ip D %Q IV 0%Q . iP 2ND FLOOR S7 � x p +� EL. 10-6 v v �� 9� GRD. FLOOR �' �' g' �r2—ir a EL. +0'-0' - 1t n t S:! ''r •t n . n n BASEMENT xca xel x04 EL. SEE PLAN � %a _xxxxxx 1p s3 .40 r %a V 4 ,c c 04 .o r COL. MARK _.xxxxx i .2 Oj O O ® O O O O O O ® O O ® Q 21 23 24 15 VO3 O 11 O ® 22 21 01 OI I I I26 21 I IR' CLEAR TOOTTES /���� S� (I I..r ICAL ) 8 a airo•A 4 5AR5 6 5ARS a111-1=04 • e / a al.. M a . 12 BARS 8' 1111' CLEAR TO TES (TYPICAL) a a ° Io 1'-4' 5 5AR5 (COL. 1) REVISIONS BY Isam FOR PeRmrr 0/02 QI o4-19-02 &.VP. OUPS. DEPARPIENT ®G 11-19-02 (SARASE G0IJA4 ) SVP 0 ao _n ow 0C °v cr• �l v Q do ° J O Q LL -o co Q J W o _. o> w� ; o V$ a. u - o U Q �g o� �. m _ c- °_ Q o, D� fV v) �n it =u u° t z: p0 O� N°p K C o16# o� N ©0�� O•o w �2 • O!c (J 03 N N � N N • � C O z ANO _ QQNNsm� LDer����_ K F2 Lr) Ln too 0 0 E- 3u -Mm w U% - w J 0 5 Ln Z Lu a � _ Oz i� IL u- w L� DRAWN CHECKED DATE 02/29/02 SCALE AS 9NOM JOB NO. �1 SHEET O ti 2s COLUMN TYPE5 W ,2 . NOTE: FOR COLUMNS AT SHEARUJALLS, DO NOT 6F�E;T e1R� AL S-5.2 REINFORCINCs AND PROVIDE 48 BAR DIAMER COLS. Q,Q, ®t Q , •. . r, OF SHEETS