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THIRD 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.O.) SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. 2. SUPER IMPOSED LOADS (SIL) 1.30 PSF EXCEPT AS NOTED. 3. FIRE RATING 2 HOURS. - 4. TOP OF CONCRETE SLAB ELEVATION jk +32' -0" ON PLAN. 5. ELEV.O' -0" = ELEV. 11.00' NVGD. 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 /LI. 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. 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 V-0" (TYP. AT ALL SOFFIT BEAMS) 13. TOP SLAB REINF. W/ #3 @12 "X6' -0" LONG. 14. ADD'L SLAB REINF. @ CORNER 3 #4 X 5' -0" LONG @ 3" T. & B. 15. SEE AMC STRUCTURAL DRAWINGS FOR LOCATION OF EMBEDDED BASE PLATES SUPPORTING THE THEATRE FRAMEWORK. AND LOCATION OF CONCRETE FILL SECONDARY POUR. � 1 1 I 1 1• � 1 P.0 JOISTS VIM .b ��i• _ 1 MIAMI, FLORIDA • p ■■ ■• ■• SIL 123 P. i13 1 . I` IL.■ • I� 15 16 17 KEY PLAN PA/z,A D i -1 'Lq- up ■ fff M , ji k�uUL NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 )636-1600 K TI�-�IE COMRA COMPANY 1111 Lincoln Road Mail quite 510 Miami Beach, FL. 33139 (305) 532-0433 J A I o w H Cn 7) o 22' -8" 35' -8„ I 0 N ' i; i 0o _ G BLDG. A/B PARTIAL THIRD FLOOR FRAMING PLAN S : 116"=11 -0" r) 2 N N ' C L.5 L.6 L.9 M 1 M.5 M.8 N.1 N.6 0 0.3 0.6 0.9 P.2 / \ 21. ®LIFBERG 3B 56 36 -57 B -58 B -59 3B -60 3B -61 ' \ F �IL�T 9.7 s7.7' AREZ 0 EN co r, 00 1 T rn lPi AND m m m S5 08 �' 5 I�AI��I ���� o, 0 10.1 P C. GIST P.0 JOISTS I I \ r RNI-1 I PLANNING -IMRIO R DESIGN m I l l I ��i• _ 1 MIAMI, FLORIDA ■■ ■• ■• .• (305) 666-5474 aji- � �\ '�I� ' : :: ■RICA : I Y�'ii/I��� �: I� : ' + AA 111 i.:�_ ` ; 0 EUGENIO M. SANTIAGO, P.E. I \QII, ��� 1. c•; ',��_�_ in MRS DOUBLE� o ■■ .. REVISION DATE I I \� , i J u • • BA •• III �y • C i • ,I ■■ „�o ■■ " 06-17-97 n�� CADD IL AM - ,I • BLDG SHEET NUMBER I �� it 1'�irll ui�� "• • � w� I� '• © ■r� u■ Sup OADS A-S3,03: OF