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12-86 4OF7-021ice■ ONE 1 1"M 1"s I ■ IME 'v7 00 I i 00 80 CY) N d- 12 2BB -3 12.5 2 3 4 5 >) I 6 7 8 9 10 11 12 13 14 15 16 17 18 <% O m N m m p� MMON o / ' 0 N = 2B 4 26 -48 2B- / N �, 10.4 SHEARWALL AT \ q STAIR A5 ' ppF 26 -4fb �° o C o PROPERTY I m m m m I D 26 -55 B -56 B -56T 2 -56 B -56�' 2B -56 - 6 `V 2B -56 2B -56 2B -56 26 -56 26 -56 ��0�� 2 -88 2SB -89 J ,_ , ,_ „ ,- " „ ,- '- " '- " ' -6" 8' -6" 8' -6„ 6„ - SEE NOTE No 6 2SB -86 2SB -87 - 1 9 4 9 4 10 2 8 6 8 6' 14 2 13 2 9 M w 2SB -83 2 B -84 - N - _ 1" E.. NII �, m �� / NATIONAL CITY CENTER o U) 2SB -85 3' m �, cn IIQ d 2B -5 3" o rn 126 -57 2B -5 N L:'A -8" \ \�6' / \ P.O. BOX 7033 d , o I 2B -57 26- 9 2B =so ' INDIANAPOLIS, IN 46207 11. U, - (317) 636 -1600 17 11 � U N SB -�� O \ 2B C\" / 2S_1 2 _ 2sB , OD ml I I I N ,� N UP m I I mII I 94 - 2SB -95_" 2SB -9 - 2SB -97 2SB -9 2SB -99 - - - °N° I° N 1 I I 11 I I STAIR "A -8' � 04 �e`38 - - - - - 2SB -101 2S6 102 N 2B -32 N N III Cn 1 - == J II II Ilm mII co N 2, 12 N 80 -80- -8 N1 Im 00 P.C.JOISTS I I I I I I N I I m N ^� - -_ 2 -79 I m I I N I o Im mI VIII I I m N 0 _\ V) M m I NII NII N i 6 2e� ? NII SE NOTE N 13 m THE CCOMRAS COMPANY 1111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 \ o I I I (305) 532 -0433 � �1 0. 2S-10 2SB -105 2SB -106 _ e\ o P SEE NOTE No.6 i I I K 13 \\ .2 ' " � Lj `l ;� 1" EXP. JT. ch 2SB 74 W P.C.JOISTS I I I 2B`2� 3 58,05 pL� ��' I SEE NOTE No.12 I I I - G.7 > > 26 coN 1 � m 1 N H.3 4 ��„ `27 e��p�N• _ I I I m L I P.C.JOISTS ,r, N I I m S5.03 HA 14',,,, _ I N NII NII N N 1 _ o 40 ,0„ H.5 2SB , � V) I � I m l l m I I N d ?e i I N I N N s5.10 3 e'¢S -H.7 1" JT. x I �� iI 2BB a �`� OPe �Q I P.C.JOISTS P.C.JOISTS P.C.JOISTS LO " I.1 Ion - - J �" / 6 2' 28 - 0 4 m m- 13. /m 92 N CV i N •.� 55.03 2SB- pg I 2SB -110 2SB -111 2SB -112 7 1 I I NII °° I 11� NII N� N EXP. JT. 14 15 16 17 (s 0 I N 0 I N I io N S5.17 N N m 3 m 2CB -13 I.2 2B -61 2B -62 N - N - - n-4 28 -64 N - 4 DOUBLE ST -B co �" \ \ m 268,43 �0\ 2B -63 2B- JOISTS 1 14.1 /� " T `�' \ �, 266 2 0" 11.9 -I 6" THK SLAB 2B -3 ► M I SHEARWALL AT rn \ 42 56�67q N W /4 ®10" T. & B. 5 m 10 mII STAIR B -1 I ► / \ �, I E.WAY. h \ 3 I S5 03C 3B A M / N / S5.03C n 24" JOISTS �--► ( 14 � / ( � 68_4 � 3$ 1 ►.� S5.05 I .7 / h \ \ \ N 11 2B 7 i SIL 125 PSI. w N m a S5.03 S5.036 mII 2SB -11 2SB -114 2SB -115 2SB 116 2SB -117 14 (� / N / ►// N 1 I °�° -- -- -- - m - N III N 1 N N DN m 2SB -2046 �--► N �- / �- " I 2SB -118 \ S5.17 2SB -204A C14 52- U I 1 N I 25 m// 2BB -3 DOUBLE OIST MI I m m \�`�4 �, / h 1 N i BB -34 J01 � mI _ Im NI \- ; II II _ " ;I 3" SS �� - - - - -- I I \ \ ° � m SCAL. m H 00 1 2SB -12 2 [�-=l 22 2SB -123 2SB -124 2SB -125 \2S6```� m m I C `� /� I OPENI � OPEN m- - -- - - -- III 11 - - - - -- - .9 / EXP. JT I I I 3I I Lill m11 � �56� / 11 II N mII m m M Im ml I NII N NII NII SIL °' N 266, I m � N �" I I P .F. ► 1 I I ELEV. OPENING II NII I I I 11 II II B -1 2SB -127 - B- 30 6.8 '� 2C AB-126 - - - - 2S6 129 2S I 13 RECESS oN SEE NOTE No. ^ //P .C. JOISTS ^ - r � _ II I_ I I ml I I I I I DOUBLE OIS G 2BB -48 m _ o cn o0 I 2 _ 17.3 ADD'L" REINF. , 4 �I- I �11 �I I I I m I I m m l l I N mII °' I I m l " 1 1 4 ®0 TOP. O.C. I I m r7 N N N N 2SB -180 N O] N I O / OP n ITYP.) S5.05 mi 1 mII NI ml I �� 11 X286 53 l m i N 1 1 1 mII 1 m I I I i I I N 17.7 ? U 2SB -132 = 2SB -133 = = 2SB -134 SB -13 I I ---� 11 III N o 7 0 3" RECESS oo 00 n l 1 SH RWALL AT � 1 m SHEARWALL AT M 1 I I `m I a BB 2 c' 1 .4- I I r' I m ST STAIR B -3 I I N STAIR B -4 N rn ' SHEARWALL AT I STAIR B -2 ml m N1 I m 3 N 1 m I l F N N m N i t 5503 N 18.6 F 19 M 7 - 2SB -137 2SB =138 -g 2SB -1 2BB -2 i N 3A 2BB -27 N % 1 m m L m " E S' 1"M IME ME ME �n C) I 20 l'-4!1-1- 10' -0" A A.1 U U UD E F 7 5 S5.03 N S5.04 � 11 It II _ � 11 ` it 23 BLDG. B PARTIAL SECOND FLOOR FRAMING PLAN SCALE: 1/16 " =1' -0" 1 2 3 4 5 6 7 8 9 NOTES: 1. SECOND FLOOR SYSTEM CONSIST OF 4 1/2" CONCRETE SLAB (REINFORCED WITH #3 Cam? 12" O.C. E.W. CENTERED.) OVER 16" DEEP DOUBLE TEES OR 16" PRECAST PRESTRESSED JOISTS. (U.N.O.) SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. 2. SUP IM 0 SF C T N 3. FIRE RATING 2 HOURS. 4. TOP OF CONCRETE SLAB ELEVATION +16' -0" EXCEPT AS NOTED. 5. ELEV.O' -0" = ELEV. 11.00' NVGD. MP 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 -6.01) PROVIODE 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. 10 1 11 1 12 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 10. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. 11. FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL NOTES ON DRAWING S8.01. 12. TEMP. & CRACK CONTROL REINF. W/ #3 ©12 "X6' -0" LONG TOP STAGGER ENDS 1' -0" (TYP. AT ALL SOFFIT BEAMS) KEY PLAN D 13 14 15 16 1 17 1 18 ti t d.+s+s 2BB -24 28B -25 2BB -24 2BB -25 2BB 2BB -25 2BB -25 2BB -25 26 -25 -o MIAMI, FLORIDA 33143 r 40'-51 40 -8 2BB -22 37'-Y' : '=:' '- „ 36 1 -25 14 1 2 B -25 30'-(:r 2BB -25 30 0 2BB -2 30 -0 30 2BB -25 -0 30 -0' 27'-27 -6" 1 46'- 10 0 Z TEL 305 666 -5474 ( ) /3\ 02 -12 -97 i - U _ w . O FAX (305) 666 -4994 CADD FILE NAME BS302 -RT ' -10" 00 SHEET NUMBER A B -53.02 OF AA 0002416 L EB 0002354 292' -7" v&' 199' -5 1/4" EUGENIO M. SANTIAGO, P.E. 11 5 4 G H I J K K.1 L 2 M N 0 8 P Q R S S•1 EGISTERED ENGINEER (CIVIL /STRUCT. S5.03 S5.03 s5.o36 S5.10 NS5.030 FL. REG. NO. 19673 BLDG. B PARTIAL SECOND FLOOR FRAMING PLAN SCALE: 1/16 " =1' -0" 1 2 3 4 5 6 7 8 9 NOTES: 1. SECOND FLOOR SYSTEM CONSIST OF 4 1/2" CONCRETE SLAB (REINFORCED WITH #3 Cam? 12" O.C. E.W. CENTERED.) OVER 16" DEEP DOUBLE TEES OR 16" PRECAST PRESTRESSED JOISTS. (U.N.O.) SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. 2. SUP IM 0 SF C T N 3. FIRE RATING 2 HOURS. 4. TOP OF CONCRETE SLAB ELEVATION +16' -0" EXCEPT AS NOTED. 5. ELEV.O' -0" = ELEV. 11.00' NVGD. MP 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 -6.01) PROVIODE 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. 10 1 11 1 12 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 10. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. 11. FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL NOTES ON DRAWING S8.01. 12. TEMP. & CRACK CONTROL REINF. W/ #3 ©12 "X6' -0" LONG TOP STAGGER ENDS 1' -0" (TYP. AT ALL SOFFIT BEAMS) KEY PLAN D 13 14 15 16 1 17 1 18 ti t d.+s+s - ISSUE DATE -o -o .CIA c : '=:' REVISION DATE PRICING DOC. 12 -10 -96 - 0 Z 0 01 -14 -97 /3\ 02 -12 -97 - U _ w . O CADD FILE NAME BS302 -RT DRAWING TITLE BLDG B 2nd FL FR PL SHEET NUMBER A B -53.02 OF