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12-86 4OF7-011111111111110 NO 1!p lei Not 1[e 1 2 3 4 5 6 7 8 9 10 11 r5 A A.1 UB 7B.8 C " s. D.8 E n G.8 .1 .8 UI.5 I. J.2 J.6 245' -9" 1' -4 10' -0" 23-3" 25' -6" 21' -0" 0" 15' -9" 10' -11" 24' -7' 24' -4" 20' -9" 1' 21' -2" 18' -0" 14' -0" 14' -3" 12' -3" 3A S5.02 1 1 1 190' -7' 6"CONC.S�A8 WI H #4 ®10" EA. WAY TOP & BOT. 6" P.C. JANELS. 1 I (STAGGERED) 2B -1 EL :'A 1 ", "A -2" 2SB -1 2SB -2 2SB -3 1.1 S6.04 EE NOTE No.14 11SHEARWALL AT 3 m STAIR A2 I " N S5.02 2B -2 " I 6" P.C. PANELS. 2 L= 2SB -5 2SB -6 2SB -7 S5.05 SHEARWALL AT 2 B -4 STAIR Al I I 1 +18'_0" 20' -0" j I S5.05 6"RAMP SLAB WITH lip Ilm I I m j #4 ®10 "EA. WAY T & BOT. C14 SHEA WALL AT (STAGGERED) 2SB 8 2S6 9 2SB -10 2SB -11 2S6 12 2B -6A 2B -68 12 13 14 NOTES: 1. SECOND FLOOR SYSTEM CONSIST OF 4 1/2" CONCRETE SLAB (REINFORCED WITH #3 ® 12" O.C. E.W. CENTERED.) OVER 16" DEEP DOUBLE TEES OR 16" PRECAST PRESTRESSED JOISTS. (U.N.0.) SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. 2. SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS-NOTED. 3. FIRE RATING 2 HOURS. 4. TOP OF CONCRETE SLAB ELEVATION +16' -0" ON PLAN. 5. ELEV.0' -0" = ELEV. 11.00' NVGD. lip 6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING INTO SUPPORTS. 7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS. THEIR ADDITIONAL LOAD (840 LB/L1. FT.) IS IN ADDITION TO THE SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL NOTES (SEE DRAWING S -8.01) PROVIDE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION. - PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND. TO JOISTS DIRECTION 15 KEY PLAN W/z A N -1 hk IN WE 17 [a ■ NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 I I � (317) 636 -1600 I I L I I I KIM COMRAS COMPANY 1111 Lincoln Road Mail Suite 510 Miami Beach, FL. 33139 (305) 532 -0433 3 _ - _ - - - - - GRID LINE 3.1 2SB -13 2SB -14 N 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 3.1 L0 1'4 �7/ 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 m w 8"THK ^-7/ rn o i 2SB -22 I CONC. WALL 10. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. S5.02 I ' 2SB -15 2SB -16 w 2SB -17 2SB -18 2SB -19 2SB -20 2SB -21 4 = _ _ _ _ _ - - - = _ _ _ = _ _ _ = - 11. -FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL I J NOTES ON DRAWING S8.01. m STAIR A -4' 2 N IN S5.16 12. TEMP. & CRACK CONTROL REINF. W/ #3 ©12 "X6' -0" LONG TOP - SEE NOTE No. STAGGER ENDS V -0" (TYP. AT ALL SOFFIT BEAMS) 5 2SB -23 - 2SB -24 =IE - 2SB -25 - 2SB =26 - 2SB -27 - 2SB -28 - 2SB -29 - 2SB -29A 13. TOP SLAB REINF. W/ #3 ®12 "X6' -0" LONG. � A I rn 14. ADD'L SLAB REINF. AT CORNER 3 #4 X 5' -0" LONG @ 3" TOP & BOTTOM. SHEARWALL A o STAIR A3 I 0 SEE NOTE No.13 1 8" CMU WALL. w i LO 6"CONC.SLAB WITH M I C14 m I 2 # n ®10 EA. WAY TOP & BOT. (STAGGERED) S5.09 2SB -30 _2SB -31 2S -32 _ _ 2SB 33 _ 2SB -3 _ _2SB -35 _ I _2SB -36 I _ 2SB -37 I 2SB -1 2SB -1 2B -9C p o M $" CMU WALL. m BLDG. A PARTIAL SECOND FLOOR FRAMING PLAN 6.2 N 26- B - - - - - 8 "' EL °A -4" m SCALE: 1/16 " =1' -0" N G2SB -27 G2SB -28 N m N m U) 1 S5.02 �, 0D 2SB N 22' -8" 35' -8" 7 f - - - - - -- - - - - - - 2SB6 =45 2SB -46 -� 26 7A EXISTING SHEARWALL o 2S3- 2SB -39 2SB -40 2SB -41 2SB -42 2SB -43 2SB -44 - - - - - 2SB 38 2SB -39 2SB -40 2SB -41 2SB -42 - - -44- 2SB -45 2SB -46 C,JOISTS B -48I I I i 5 r, ° / P.C.JOISTS 2SB -43 3" ELECT. ESCALATOR - S5.05 I N 7 +15' -9" P. 'JOISTS o PIT. +16' -0 Im -1 / N N C� I N ���,s S5.01 SS 3 T.O.S. +12' -4„ m- I m N m N 6"S B WITH BT.OF PIT `V "111111"I $ I #4 ®0 EA. W Y TOP & T. /� G2B -6 ' 2 -59 E ISTING SH RWALL S5.02 2g\� 2 -49 (STAG RED) 6 "CONC.SLAB WITH 2 4 N m G' (SI .) A 2SB -50 2SB 51 2SB -52 2S -53 2SB -54 2SB -5 2SB -56 - 2SB -57 -�_ 2SB -58 4 ®10" SHORT DIR. .I N �6 - - - # S5.08 S5.08 +20' -0 `s 9 - - - - - & #4 ®18" LONG DIR. v 6 # ®B B.# E. 1 AY.T o J 00 1 2e\'6 5h ti0� �� / 2 + 15' -9" N SS �3 EL. "A- 5 ", "A -6" & "A 5 L 6 L 9 2 M.5 M.8 N.1 N 6 0 U.3 U.116 0 9 P 2 2, . 60 26,E 2 S5.09 Z T.o.s. II N A 2 1 C 8 ° m I F w L N 2B 25 2 -40 2 -4 26- 2 2B 43 F N 3" 9.7 87.7' 8 7 RAMP DN.1 n SS,02 2SB -60 - 2SB -61 - 2SB -6 2SB =63 - 2SB -64 - ¢ m N N 10 S, N - S5.08 M 5 4 - 2SB -66 3 .0 - \ O ELEV :'A - - o e �, 16 -0" N 190 im =i c 11 z T 00 w Q B 3: Of i N O M Q c w 0 v Az w U w Y Q M In U W 0 af J o N 26 4 26 -48 2B- / " rn -Co // 1 v SHEARWALL AT '� o „ S5.09 10.4 5960 S.W. 57TH AVE. 20 .0 / c'oo STAIR A5 p 2 -4� �'I ° ° +18' -3 N b MIAMI, FLORIDA 33143 N S5.01 m °N° m m - I TEL (305) 666 -5474 \ -55 B 56 B -56 2B-56 B- 6' 2B -56 - 6 `V 26 -56 26 -56 2B -56 2B 56 2B -56 FAX (305) 666 -4994 •C(P • 2SB -89 - E AA 0002416 SEE NOTE No 6 -88 6" 8' -6" 14' -6" 12' -10" 9' -6" 8' -6" 8'--6" 6" J 2 21. 2SB -83 2 B -84 = _ = 2SB =86 - 2SB -87 - c3 N N SS EB 0002354 " NII m ° m ♦ ° N 2SB -85 " 1 E.J. I N � 6" THK SLAB ° c~-n 3 I I 26 -5 m \ 21. EUGENIO M. SANTIAGO, P.E. W/ #4 ®12" T. & B. St - 3" o 126 -57 2B -5 N EL:'A -8 \ 6' ? °' 2B -57 26- 9 26 =60 I REGISTERED ENGINER (CIVIL /STRUCT.) S5 02 0�,'� E.W�e�STAGGI 2� ssOS \ •1 N - 1 FL. REG. N0. 19673 B o 5. N / \ 2SB -1 0 2S6 10 " 1 rn N S5.08 ' "' 111 SB -67 - _ UP plm 1 I I I ••t�..uv ;: I II 2SB -67 2SB -68 2SB -94 2SB -95 2SB -9 2SB -97 2SB -9 2SB -99 - \- \ _ ~ �� m I I I I I 1 STAIR "A -8' N� 12 - - -- \ - - - - - - - m NII I \ D 2SB -101 2SB -102 C' "' I C) _ •dada 2SB -67 2SB -6 2B 28 / IN I 2B -32 I I I I 11 m N N aI N II G 2BB -3 � SB -67 \ EXP. 01 T. ' ��� 292) \ +16'- 12.4 Lj o \ 2 / I I 1 II m 16 DOUBLE-' .03C °O S.507 P.C.JOISTS m 1 o N 2SB -80 2SB -8 04 „ 1 TE I 1 �I ' 12.5 M 266 -19 C ~' 29� 2 8 6 ° 2 -79 - -- �- - N I Im 1 N N I I m UNIT 1 I IS$UE DATE �I \ 2ge sF�q�r � " I l m NII N NII . - O M 9 1,9�S� , 2s U) - o ,� 111 N m I I m �I : o " Q M 10 a m II "II "11 m� -� +15' -9" 2e, 3 � o ,� I ;� I REVISION DATE 2SB - "� .��� T.O.S. 27 259 \ v 6 2g- ? I cn 1 �, I■ - O 2S6 1 2SB -105 2SB -106 \ BB\ ,� o00 �1 ��\ �5�� QpFN 1 I SEE NOTE No.6 I I SEE NOTE No. N "i' -� 08-07-96 13 = - -_- - -_ - - -- �, 2 ,,2 �� ati II 2SB -1o7 4 e, \ " PRICING DOC. 13.2 12 -10 -96 IM I � 2B\2� 2S6 74 SIB- WP��' �', P.C.JOISTS I SEE NOTE No.12 I I fo I - G.7 14., „ 2B, r c I ' m + 1 mI - o 1 \ \ F H.3 ' 2� e�� -o�' - 4 1 m ( ,°ri P.C.JOISTS ,� N I ! _ Z 02-12-97 s5.03 � N \ H.4 �4 -,,.. _ s.507 m N 1 I 11 NII 1 j 1 I B 1 0 \ 40'_0,. H.5 2SB , + 1 m1 I N 1 m N 11 : w 06 -17 -97 - 2ee�A H 7 1„ JT. ; 3 I I O 2BB S5.10 /ry \ \ G.3 S / OP£N T I oQF� - 1 I P.C.JOISTS P.C.JOISTS P�C.JO TS L0 Lr) ' �uuum, I �� � 28 \ I.1 I (� ! _- ._ -_ \ B - / all o 4 m m ? - 13. /`m e,44 > > �" I N (D N n 2SB -10 = i -2SB -110 1 - 2SB =111 - 2SB_112 ,� G' 1 7 _ I 8 I o I n N +15'- " - N co ^ l m 3 m N G2B -8 CADD FILE NAME co ry ® I S5. 2 N I R: 6 6 -0 R-1 '- T.O.S. I n I I v,/ \ S5.17 2Be,43 8 I.2 1 S.507 2B -61 2 - 2 �' 2B -63 X26= - N 28 -6 - 4 DO AS302 -RT sT -B, I I 14.1 0 Q G DRAWING TITLE \ `� 288- E. J 011 I.9 6 THK SLAB I I Q Q Q BLDG A 2nd FL FR PLAN M II SHEARWALL AT rn1 I h 42 I N W /4 ®10 T. & B. N 10 N (� 5 1 co m I I STAIR B -1 i \ m / \ m// - 5A N E.WAY. .03 1 1 03 W1 GW2 GW3 GW4 „ C e) S5.04 I NII / \ S5.05 LO 5.038 R: 645'- R: 39'- ISTS SHEET NUMBER A 14 N / 11 \ 2BB- Zee -4 2 -38 S5.05 I I 14.7 / \ `v // 3 -0 11 26 -7 I I SIL 125 PSI. 7 1 C/ N A-S3.02 ;� N/ N m 1 I 61 _ a S5.03 S5.03 II,2SB -11 2SB -114 2SB -115 2SB 116 2SB -117 N N '11106 i I o0 rA-7AIV 6A 1" 1 2 3 4 5 6 7 8 J 10 11 12 13 14 15 16 17 18 OF