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13-1329R-021� � Cp_ _ � _ � `6 CL cc � ` ~ D. o U) W- � � � � � W; Wr�/#5 0 10"o.c. A L I � ��F��A�BEG°C�(� ��0G"ucL�� AND LANDINGS SHALL BE INDICATES #5 TOP BARS G" CONCRETE W/#5 00" o.c EACH WAY(U.N.D,). INDICATES �5 TOP BARS ��12°o.o. (6^ LONG W/ 10° HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR ' T-1 MASONRY WALLS AT ALL SLAB EDGES OR STEPS �TYP1 ^ ^'^ INDICATES #5 TOP BARS (�12"o.c, �1Q` LONG) ` ' /12^ 11\ FOR EXTERIOR WALL SEGMENTS 8° LONG OR LESS INDICATES �5 TOP BARS ��12°�.c. LONG W1 10" HOOK) ADJACENT TO WALL OPENINGS, POUR SOLID W/ /2\ #O ' VERl[ BARS (TYPJ. ' ' ' T-4 INDICATES (2) #4 DIAGONAL TOP &: BOTTOM. [5° LONG) SLAB EDGE (tYP.) ' INDICATES #5 TOP GARS 0 12" u` c ' (14 LONG W/1D" HOOK) �2) » INDICATES D~ C)P CONCRETE WALL | W/#5 @MD"c/c E.W. E.F. --~--- INDICATES #5 TOP BARS 13\ INDICATES 8° C|P CONC, WALL W/#5 �NU"c/c E.W. INDICATES #5 BOTTOM BARS -�-� E.F. ALL PLANTER WALLS ARE CW-3 TYP. U.N.O. DENOTES #5 @12^ TOP & BOTTOM 14) DRILL &u EPDXYBE8AR 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 P� 7T:- ~~ ~, 16) POST-TENSIONED SLAB DELEGATED ENGINEER NOTE THAT ALL P.T. SLAB WITH IN AREA 1 87 POST-TENSIONED )j 8 8" POST POST TENSIONED SLAB fc=,. 50QO PSI, ~, SHALL BE DESIGNED FOR MAXIMUM ) '~ '' URN � ' 4TV ^~ ~, RESPECT TO REMAINING P.T. SLAB AREAS ' � CANOPY BY SPECIALTY ~~ ~' OUTSIDE OF AREA 1. � 1-L.-4 ENGINEER (TYP.) poll ICA F-00-1 mm \—C-2 NOTE' C ' / - W-- `-C-2 ! C-2 Fk@M � � C-2 o wr �un�mc'c o/m«� � � IT- t � | | ' U"i V� 11 " ILI Co Co I 00001 CANOPY BY SPECIALTY EL. 78*-0" ONCRETE STAIRS Wr�/#5 0 10"o.c. A L I � INDICATES -' --~-- � ��F��A�BEG°C�(� ��0G"ucL�� AND LANDINGS SHALL BE INDICATES #5 TOP BARS G" CONCRETE W/#5 00" o.c EACH WAY(U.N.D,). INDICATES �5 TOP BARS ��12°o.o. (6^ LONG W/ 10° HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR ' T-1 MASONRY WALLS AT ALL SLAB EDGES OR STEPS �TYP1 ^ ^'^ INDICATES #5 TOP BARS (�12"o.c, �1Q` LONG) ` ' /12^ 11\ FOR EXTERIOR WALL SEGMENTS 8° LONG OR LESS INDICATES �5 TOP BARS ��12°�.c. LONG W1 10" HOOK) ADJACENT TO WALL OPENINGS, POUR SOLID W/ /2\ #O ' VERl[ BARS (TYPJ. ' ' ' T-4 INDICATES (2) #4 DIAGONAL TOP &: BOTTOM. [5° LONG) OfE D ' INDICATES #5 TOP GARS 0 12" u` c ' (14 LONG W/1D" HOOK) �2) » INDICATES D~ C)P CONCRETE WALL | W/#5 @MD"c/c E.W. E.F. --~--- INDICATES #5 TOP BARS 13\ INDICATES 8° C|P CONC, WALL W/#5 �NU"c/c E.W. INDICATES #5 BOTTOM BARS -�-� E.F. ALL PLANTER WALLS ARE CW-3 TYP. U.N.O. DENOTES #5 @12^ TOP & BOTTOM 14) DRILL &u EPDXYBE8AR 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 P� 7T:- ~~ ~, 16) POST-TENSIONED SLAB DELEGATED ENGINEER NOTE THAT ALL P.T. SLAB WITH IN AREA 1 ~, SHALL BE DESIGNED FOR MAXIMUM ) '~ '' URN � ' 4TV ^~ ~, RESPECT TO REMAINING P.T. SLAB AREAS ' � ~~ ~' OUTSIDE OF AREA 1. � 1-L.-4 poll ICA F-00-1 mm \—C-2 NOTE' C ' / - W-- `-C-2 ! C-2 Fk@M � � C-2 o wr �un�mc'c o/m«� � � t � | | ' U"i V� 11 " � INDICATES -' --~-- � ��F��A�BEG°C�(� ��0G"ucL�� AND LANDINGS SHALL BE INDICATES #5 TOP BARS G" CONCRETE W/#5 00" o.c EACH WAY(U.N.D,). INDICATES �5 TOP BARS ��12°o.o. (6^ LONG W/ 10° HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR ' T-1 MASONRY WALLS AT ALL SLAB EDGES OR STEPS �TYP1 ^ ^'^ INDICATES #5 TOP BARS (�12"o.c, �1Q` LONG) ` ' /12^ 11\ FOR EXTERIOR WALL SEGMENTS 8° LONG OR LESS INDICATES �5 TOP BARS ��12°�.c. LONG W1 10" HOOK) ADJACENT TO WALL OPENINGS, POUR SOLID W/ /2\ #O ' VERl[ BARS (TYPJ. ' ' ' T-4 INDICATES (2) #4 DIAGONAL TOP &: BOTTOM. [5° LONG) ' INDICATES #5 TOP GARS 0 12" u` c ' (14 LONG W/1D" HOOK) �2) » INDICATES D~ C)P CONCRETE WALL | W/#5 @MD"c/c E.W. E.F. --~--- INDICATES #5 TOP BARS 13\ INDICATES 8° C|P CONC, WALL W/#5 �NU"c/c E.W. INDICATES #5 BOTTOM BARS -�-� E.F. ALL PLANTER WALLS ARE CW-3 TYP. U.N.O. DENOTES #5 @12^ TOP & BOTTOM 14) DRILL &u EPDXYBE8AR 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 N"100F PLAN (3"ENERAL CONTRACTOR NOTE A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) 1'Structural Drawing Updated 11-21-13 "Based on Architectural Backgrounds Dated 10-28-13 INTERIOR DESIGN, INC. i 745odenta avenue, suite 1121 � a|tamonte springs, fl327D1 � phone: 407.830.1400 | . fax: 407.830.4143 AADOO2731 | mwmfommanchitactuna.oum � ��nth h�'�OO' [rf ____.-.. Miami, FL i zL SHEET REVISIONS: