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02-509-084IIA 1 2 5 5 _T I I FI F2 • , , I I I I � I I I I 10 -1 161' -10' I 5'-0' 31'-4' 24'-0' 46'-0' 311-6' 24'-0' 24'-2' I I I I I I I II 14'-6' 11'-6' ' 12'-6' 11'-6' ' 9'-5' '' 28'-0' ' 1 I lYa 7 0 S CONVENTION x'_10' 6'-2' 6'-2' 4'-6' I 1-41,41-38 I , I S-2.1 5 6 6 AREA I I 5-2.1 5-2.1 5-2.1 I 04612' T. FA - ' 0468' T. 04612' T. 04612' T. X4'-0' - - - - �- x8'-0' - - X4' -m' - ,-0, - - - - - - - - - - - - -_Z,,4 - I /2 1 1 s _,406 T. 0 _ _ . _ __ tp , i * X61_01 % T. 1 - - _ _ _Tl�c_a, _ O ©I I Z06 5x101-0'nc 10 -0 104612' 2'6 8x10'-0' 61�' 0 e 0 G t- 0 �►�_ _� ' 04614' T. ' ' 5ETWE OLS. X C N _ X4'-0' N4 �- 1 -TYPICAL L - `r . ~ - +- �- ' I I �- ' 9 f2 NN AROUN0e I inXXX612T. ; X i��1lERS ► e ►e .� 0 @, ► a �o N 10 T. s _1 HI - � S _crn 0 0 b s _1 HI - � S _crn 0 G\/P b _ N ..'u u'o, ©s .X U T D ;x ;x 0x JIT C x .x UNIT A "- 4 1/ - x 1-09 1, 1/ 0568 T. O s X � - - - X12'-0'13 1 15 8 q 12 25 -2 6 T.- 6 11 C12 ® 0 � � 0 �� X6'-0' I II NIT C lI� I II II vR VERSE 04614' T ^ 04614' T 04614' t H I® 04614' t 04614' T 04614' T 04614' T 04614' T 04614' T A »4614' t } 20i 10'-0' I 11-01 206 8X10'-0' _ X8'-0'ciL X8'-0' X8'-0'cuoX8'-0' X8'-0' X8'-0' XS' -0' X8'-0' X8'-0' X8'-0' 614' T kk�",' a I 04614' T I L a,1L I X81-0' 405 t. 05 T. X8 0 V LAYERS' I X X24'-0' X28'-0' X4104s1 T. 1 612'o c. 612'o.c. S } I 201 5.X10'- O1YlL I oI r_ I to 1 IIID, I �0 v «568' T I I I I• i � � I I I ► IU, X12'-0' �- �0 ( 11 I® }{ ® dad J @ H 1© J @ H ® H 1® H ® ; 1 6 A 0 405 T. I �� X28'-0' '® �� I 405 T. I I I BIW I I i I I I 5-2.1 0468' t. 612'o�c, ly ; XIS' -0' `� X 612'0 c. _ _ 04014' t 405 T. I BOTt- s I - - K:V1 � � "4614' T. `r , X15 -0 5-3.1 1 QW S-2.1 Ilii 1' 10 * I1/z 1 U "4612' T. 612o.c. X4 -0 04614' T I 04614' T 04614' T 04614' T 04614' t t046141 t 04614' T 104614' t T. O 1006 T. - IP:X4'-0' -~� 0 405 T. N 0 X8'-0' H I Q X8'-0' XS' -0' X8'-0' X8'-0' X8'-0' X8'-0' X8'-0' 6'-0' T$• X UNIT D UNIT C 12 m_ a 2"6 15 8 � UNIT AD T. 2 - «5612' r. - m O O O I- I N lii tt ® ® e04011: EELS REVERSE 04,v14 t. I O 10 REVERSE � X6 -0 1L ' �0 X8-00 �0A0 /00 120 X4-0 B 2 1 206 5.X10'-@' »4612' T. X Q I `=' et et X `=' tt `=' '�t `=' �9 iv i•, cn 40i BiC10' -0' T. ' x X4'-0' UNIT iB 61 4,_0, 0 OI X += # x s X ; X X X ; 0 X I 11/21 -I' 10'-0' 1,/z. X 1 s X O C @ X ,© F CFD - ---- ' __ s ® - - 7 - / -7 4' ©O 5 1 �D ' - - = I C 1 G \r i 11/21 13 11/2 .. © ©, _ s 6 T. 1 A I 04612' T. 04,&1211 T. - - I XI '-0' 206 5X10'-0' A 046g� T a UNIT -co, I I V 1 X4'-0' X8'-0' F- S-2.1 i- 0468' T. I •tl 9 X4 -0 ' IO X8'-0' I I "4612' T. 6 1 I 9 19 N v W cA I NOTES: 1 4'-0' S-2.1 I I I I �I1 X ;E9 0 I ' X : X I, S-3.1 1 tll 01 1 X 201 5X10'-0' 1 _OH I I I 201 x10_0 - , - - - - - - 1. SLAB TO BE 6' THICK THRUOUT RF -UNFORCED 5 2. SUBMIT REINFORCING STE L I , 10% T. ® WITH 04614' 50TTOM AND 04618' 5 OM TEMP. SHOP DRAWINGS FOR A ACI -1 - 23 - - - - - lq * X10'-01_ O O 0 I 5-2.1 - 04612 T. N 4612' T. �� 4 - X I2- T. _ & X4,_0, I 5 1 3. MINIMUM CONCRETE STRENGTH AT I 5 I 0 }- . U ADDITIONAL SLAB REINF. TO BE A� FOLLOWS: REMOVAL OF FORMS = 12r 0 psi I it - 0 5-2.1 I II �Q s-2.1 y 1 �I N 1 1 1 e co � � - ®205 B. X 8 -0 64 o.c. QE 301 5. ,X 121-01 -046121 T. ` x Qj v + X 040121 T. , ®, 205 B. X 1@'-8' 64'0 c. Q 401 B. X 14'-0' CONCRETE STRENGTH: SLABS AND WALLS 205 5. X 11 -2 64 o,c. ■4,000 PSI AT 28 DAYS .9 1 1 = ® _ ® '' _ ' , ' , Q 501 5. X 16'- 0, ( 201 BxlO -0 11 205 5. X 13 6 64 o c. Q 405 T. X lo ' -O' 612 o.c. I - _ 0568' T. +568' T _ © 2% 5. X 12'-2' 641o.c. Q 405 T. X 22'-0' 012'o.c. 0 1 X12 -0' UNIT C UNIT C X12 -0 A �, -1 ©1 205 5. X 13'-6' 64'o.c. ® 405 T. X 28'-0' 612'o.c. (ALTERNATE) 1 I X IO REVERSE OI : x � 2% 5. X 20'-0' 64'o.c. (D504 T. (TEMP.) X 23'-0' 6121o.c. ly NQ. 181_2' 151_2' qsio @� X O + X ti I&% T. 23 X6 -0' q © 01 x10_ --fes 24 0568 T. 05 8 , y X12' -O' 5-2.1 X 0 6 cr 2 - V/2 r .1006 T. :t 0 :t 0 v I 5-2.1 I 04612' T. 1 X10'-0' e �� X4'-0' 0468' T. : X s X 0468' T. _ X10'-0' 4 O A 1 X10'-0' _ _ _ = THIRD THRID SIXTH FLOOR FRAl" I INCA FLAN SCALE: 1�8' = i�-,a� a BTYP CAL ALL AROUND �8 �- +- 68 T. - PARTIAL PLAN x101-0' 'v 0 0 � XIO.-0' NORTH , } ;t , 0 :;t - 4% T. I X : X I 0 X6'-0' ' 606 T. A 110ISeal T. }- _ 05*81 t. X12'-0' N 0 N 9 X121_0' er 4• 1'/s' 28 1 28 28 XI01_0' O e c�0 0 cA O s X O i X , O O li UNIT C UNIT C iIf �. N0 v - 0568' T. '568 T. @ <t X121-0' s x ol X4, C, C41I 0461 ' T. X410' 4' I : ep ; X KEY PLAN L_Lki I xr"-j REVISIONS BY ISSWE FOR PERMIT 02/28/02 0 0-1-18-02 G\/P ..'u u'o, n of ao _a vn 0 o �r o_30 luul o'o c lr`LLI _ 0 - , oc _LC �,-_ ; 00 me Lu > �o =�L W _ T 7 VL -0y W O 4r A � U uti rtU � L. 00 or u" O z� V 0u Lu _u oY t Q .c L Ec �va N C a ow a a- 2 'o aH 40o �La O°c Uo� m N N U1 N v N O � � D D ti Q� V t-_8 - N m N o cu us N W4 QQNN 8m1,-! D It IT u � Opp p 31>_ m to m 0 13 _1 ED Injiz Q w m -a 0 0- w W-5 � DRAWN CHECKED DATE 02/26/02 SCALE AS SHOM JOB NO. asst SHEET OF SHEETS