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13-1329R-007
0- Fe=324K � � CD 8& INDICATES #4 HAIRPIN g\ STAIRS SHALL BE 6" o.c0NGI[ ---- 4 AND TRANSV. BOTT. LANDINGS SHALL BE INDICATES #5 TOP BARS G" CONCRETE W/ #5 0G° uc. EACH Y0\Y(J.N.[L). INDICATES � TOP BARS 12.o (G' LONG W/ 10" HOOK) � �� ,c� 108 GENERAL CONTRACTOR TO PRONDE 3/4" RECESS FOR ' ' Mist Cmdhation MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP') ' ---Z_ INDICATES #5 TOP BARS 012^o-c. (10' LONG) 16 Shemal 07/34 11\ FOR EXTERIOR WALL SEGMENTS 8~ LONG OR LESS INDICATES �5 TOP BARS ��12"o.o, h2` UJNQ 0V 1O~ HOOK) ADJACENT Y�� OPENINGS, POUR SOLID W/ (%) #G ' VERT. BARS (TYP.). ---I- INDICATES (2) #4 DIAGONAL TOP @t BOTTOM. (5` LONG) /14~ INDICATES 8~ CONCRETE CRASH WALL �/�4 �G~o' c ` 121 `" INDICATES �� TOP BARS 0o 1�"�.c LONG �/ 1O° HOOK\ E.F. VERTICAL AND �4 �N�~o.c. E.F. HORIZONTAL ~----- INDICATES #5 TOP BARS 13) INDICATES 8" C|P CONCRETE WALL ------ INDICATES #5 BOTTOM BARS ---- �/�� �MO"c/c E.W. E.F. �''"- ' - DENOTES #5 012~ TOP & BOTTOM 14) DR|LL&s EPDXY REBAR 5" INTO CONCRETE. INDICATES STUD RAIL SHEAR REINFORCING. 15) ALL PARAPET WALLS ARE MW-4 TYPICAL U.N.O. SEE TYPICAL DETAIL ON SHEET S4.01 � MW-6 PRIOR TO POURING CONCRETE AND TENSIONING CABLES. ENGINEER OF RECORD (E.O.R.) BEARS NO RESPONSIBILITY FOR CABLES DAMAGED AS A RESULT OF THIS OMISSION. -IF DRILLING OR OTHER DESTRUCTIVE SLAB WORK IS REQUIRED, GENERAL SUiLDING DEPT. 745odenba avenue, suite 1121 akamnnbe springs, U327O1 phone: 407.830.1400 fax: 407.830/$143 AAO[02731 mww'fommgnchitedure.00m 2 � m 6 C m� SET DISTRIBUTIONS: � /\ �� �A��T M0J�` �..��. .��.w~.... / 1012513 � 4 Seven Story lle��on ! | � 04107114 Mist Cmdhation 15 i 06/18/14 i 16 Shemal 07/34 17 .Crane Tower ^w"daUoRev. S3.12