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13-1329R-004Z4 ° 4.00 N 25' -2" M'_ T N 20' -0" 4 5 5.1 5. 6 6.1 7 7.1 8 29' -0" 12' -8" T -11 9' -11" 3' -5" 2' -1 i" 24--11j- N 16 ° -7" 10' -5" 1 I I6" CIP CONC- STAIRS W/kri 0 19"n e- F_W_ 1 �W1IL� _'r0 ri 70_0 SLAB r r j / ►q SWIA n WY 0 r " " - - 9 -10 " ,,� 10'-2" 1' -6 ti !I 91 C -6 ®p 4 Fe =135K 8) INDI ATES #4 HAIRPIN 9) --- - 4.0 - -- 20-0 }- THE FLOOR ABOVE HAS BEEN POURED, CABLES - - - -- 1.00 ©� - -- TENSIONED AND ALL SHORES AND RESHORES REMOVED. . L I 8 SIM Elevations 07/17 /13 � INDICATES- #5 TOP BARS @ 12 °o.c. (6' LONG W/ 10" HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR 2) EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS Develomatal Aareement Revisions v MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.). r �J _.._ � _ ® �•v r - .. . - �.... � T -3 Mus I I � se lie ,, . . •iiiiiiiil MflNUiiiiiliR�'i.Y�6�TLi[F6_iMp ' M r Iffiful • M- 1 I .. .. R�'llfiiiNi��! 1 1 �W1IL� _'r0 ri 70_0 SLAB r r j / ►q SWIA n WY 0 r " " - - 9 -10 " ,,� 10'-2" 1' -6 ti !I 91 C -6 ®p 4 Fe =135K -- - _- - - - CANT. - - - - - C -4 - - - SR -8 �_E� ( I I - --F - - - - - - - - - - - - - - SLAB EDGE -, `- - Fe 432K BEAMS FR M o j B EAM I oo) cnl I ® +9 0 _ _, �,,,,,,,,,4��� WALL BELOW .I ( N TION I - , 5a.. C -2 NOTE 14 1 C -7 I ( x20' TOP BOI I BEAMS INTEGRAL TO T AB 0. I I s4.oa I WITH P.T. SLAB 6 A 1 I( T -1 y r ( EDGE OF P.T. SLAB CANT. BEAM 1 1 1 13' -0" 5 -" SLOPE UP I I I SLOPE DO ( Y T -1 I �li O 1 ( o N ao IN SW -3F n,' n MI MI GC TO COORDINATE 1 5x21' 0 12 "c.c ►°� r) ( h = 27K FT CRANE TOWER - - - - - - - - - _ _ - � I a TEMPORARY OPENING EDGE OF w IN SLAB WITH POST- TENSIONED I�I- - 1 " " 0° 8" POST - TENSIONED B -6 BETWEEN o ( X D TURNED ( 1 POST - TENSIONED SLAB SLAB f'c= 5000 PSI I I C M w/4#7 I( DELEGATED ENGINEER I ca I `n I I I ( SKEW LOW POINT SLAB AT EDGE OF w LOWER & UPPER�`� tl OF DRAPE TYP. STAIR LANDING. I z I I SLABS & MW -2 '�.I SEE SECTION I ( ABOVE UPPER SLAB 1 II 12/S4.03 & BEAMS w 6" I I C -2 - - - - - - - C -3 C -7 I 1 INTEGRAL WITH ? 1 / C -4 C -3 C 1I C -3 r I ( C -5 BELOW; POST- TENSIONED e ! H„0 . � 6 0. I C -6 UP CANTILEVERED SLAB _ . ... [ .. n O 8 �.c� - ao ,. -__, 6 7 17 o r '-I 4.00 1 R 14 10.00 5 � Fe =594K C- TB -1 ®0 7.00 00 I 4.00 1 _ ____ 2.00 v` - - - - - - - - - - - - SR -10 I 0 I 7.00 1.00 - 7 SR -16 01 70_0 B -6 ( I Fe =54 2.00 ¢ - - - - I 00 NOTE 14-/_ ( I I Fe\S 1 I 1 T- i T 1 I S -15 NOTE 1 1 1 94k 1 1 T -3 I ~ p^ co I I I I BEAM INTEGRAL Ir°i) 3 I� o N I C -2 ® C -2 00 ,y C -2 2 I B -6 BETWEEN 1 ( 12" PO T..- TENStONE� (I U-1 2" c.c WITH P.T. SLAB VO !! i o W 7 I LOWER & UPPER I II I SLAB f c= 5000 PSI I 8 8 SLABS & MW -2 I II ( I ~ o w Fe -32 5 ? - - - ? I - - - 6 I Fe =324K ABOVE UPPER SLAB I� rn - Fe =162K II I EL. +14' -0" 4. - 4.00 I1 CW -1 CW -1 1. 0 I ( 1 - T.O. SLAB I I I o0 - -- - - C.1 - - _ " - - - - I Fe =324K CW -1 BETWEEN N I ( M �; LOWER & UPPER _ _ 1 I Q4 m mI Fe =162K I� -- ------ --� - -- -- - -- - - - - -- 188 --� -- -- - - 3 - -- -- - - - -- - SLABS & PER 1 7 - - ABOVE UPPER ( I I( I - - ; +9'-6- N 1a 10 I) Fe -32 10 5 2A 2A I o0 12 T.O. SLAB 1 I I I I G.C. NOTE A5 -I 54.03 N? S4.03 O 1 INSTALL B -2 AFTER � cn I ( POST- TENSIONED a JJ, 1 CABLES HAVE BEEN _ p w C -2 N --- , .... v ., C -3 1 BELOW _ ti C -1 R -1 C -1 S _1 i C-1 C -1 SR -3 ( 1 C -8 I I PULLED AND SHORING/ 4.00 i 7A 6.00 I 18 ri8 00 RESHORING REMOVED. 00 ! I 7 O r' 4 0 1 10.00 1 C° � TYPICAL ON THIS LINE. a s +.oa 6 R 54 _ 7. W 0 Fe =594K { i x - _ I� _ - �... _ ..__..,, ._ .,,u _ , _ �,`, SR -10 � � 3.00 � L7 - � L7 1.00 L8 ' 4.00 I Fe =540K ILL - - 1.00 - - - - I 6 0 11 EDGE OF I 1 1 - , \ ,,- �...._ I h 1 100 e`S9 8 I = POST- TENSIONED ( I I I e SR -1 1 I I I C -5 BELOW; J I N 1 1 ( C -6 UP SLAB AT EDGE OF ° ' , -. '' i 1 SEE SECTION LANDING. I TOP w 6" SLAB E GE M 1 1 r� l #6 / 12/54.03 &BEAMS 1 ( HOOK CAD 6" o.c. f' SLAB EDGE 1 :.1.14 " 1 I I I SKEW LOW POINT INTEGRAL WITH j ® +9` -6" ( 0° OF DRAPE TYP. `• POST- TENSIONED I( 12 "X24" DOWNTURNED ' CANTILEVERED SLAB I CONC BEAM w/4 #7 II 1 m I SLOPE UP I I 1 ._ C� I BEAM INTEGRAL 1 T &B & #4 ® 6 "a c i SLOPE DOWN _ _... " 1 I I ( WITH P.T. SLAB 8 POST - TENSIONED I I ( 3 I I I 1 I SLAB f'c= 5000 PSI ( v r OIL EL. 2.9' i T.O. SLAB I CW -1 BETWEEN � I I rF` 7B 7A ! LOWER & UPPER 1 , 54.03 54.03 SLABS & MW -2 C -9 ABOVE UPPER BELOW C -2 I I 4 C -4 C -3 ,0 C -4 C -4 I SLAB (TYP) ( i t C -3 I �(s, m i I i 1 I C -5 BELOW; 4.00 I 1 SR -12 SR -2 .00 ® :00 -3 XI 51� �I C -6 UP 0 I SR -2 .5 I I Fe =351K 1 MM 9 7 1 7 I 6 6 0 6 0 Fe' I� C -7 ® `° 4.00 7.00 E I o - , 4.00 ( 1 70 ` = � M. 1 10 - Fe =540K 1- - - -- 16 -- 3.00 -- -- ) 0 10 2.00 - --1- 6 - NOTE 14 r• _ - - Sy 2 - f- I I 3 . ' SW -1 v q#6 II f 1x i __.0 i ; VA - I& 5r II I N 1 ►*� 1 BEAM INTEGRAL r N T -1 1 N 1 T -1 mi 1 i I- WITH P.T. SLAB MI f t % IR -11 I I T -1 I I 1 I T -1 7.00 .00 7.00 I' i I _ I i I I I I C -6 I 1 _..,.. <..: 2 (° I - y ml D (� I i �-- B -1 5 - J '� 5 - - - - s - I 00 ( 10 Ul to TIN `° I `° � MI �- Fe= 351K'°, 7.00 I I°° II 2.00 FTM 4.00 00 7.00 4.00 I I I - F 4,00 3.00 4.00 =00 I W -1 4 I 6 I BELOW C -2 �'� Fe C -2 1 C -2 C -2 C -2 I I EL. +19.6° VARIES 8" CIP CONCRETE STAIRS EL. 8 "o.c. E.W. 6" CIP CONCRETE STAIRS W/ #5 0 T.O. PARAPET WALL T.O. PARAPET WALL BOTT. TYP. ^..._... f SCALE:1l8 " =1' -0" W/ #5 0 12 "o.c E. W, U_ Y BOTT. TYP. ., ., ....... -... - N M I I N I I I I I I H I FRAMING NOTES• I I ARE NOT TO BE COMPLETED UNTIL 8) INDI ATES #4 HAIRPIN 9) --- - 4.0 - -- 20-0 }- THE FLOOR ABOVE HAS BEEN POURED, CABLES - - - -- 1.00 - - - - -- TENSIONED AND ALL SHORES AND RESHORES REMOVED. . Fe =324K I I 8 SIM Elevations 07/17 /13 � INDICATES- #5 TOP BARS @ 12 °o.c. (6' LONG W/ 10" HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR 2) EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS Develomatal Aareement Revisions 09113113 MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.). SHOWN OTHERWISE. ®3 11/20113 Issued far Permit T -3 11) FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS m 7 7� I inn I I IM I I I f` T -1 ILO ` 2 g =1- - - �.ao I� �R MW i 8 �' MW 6 MW-6 TYP. I ' I _ r T -3 I -__ -� EDGE OF P.T. SLAB O N 3 cv ?.. ) ao 2 0 4. 1 \ \ 9 S4.03 ( I f I ( I N .. EDGE �'' C- C -4 C -4 C -4 SW -4 T" B -1_ S 1`F t14 0 i (I MW -8 I C -5 BELOW; C -6 UP i t p0 1 F e Dc ;. �r1 I ml rl V11z141 no I nn 10 -- - _- - - - CANT. - - - - - C -4 - - - SR -8 �_E� ( I I - --F - - - - - - - - - - - - - - SLAB EDGE -, `- - Fe 432K BEAMS FR M o j B EAM I oo) cnl I ® +9 0 _ _, �,,,,,,,,,4��� WALL BELOW .I ( N TION I - , 5a.. C -2 NOTE 14 1 C -7 I ( x20' TOP BOI I BEAMS INTEGRAL TO T AB 0. I I s4.oa I WITH P.T. SLAB 6 A 1 I( T -1 y r ( EDGE OF P.T. SLAB CANT. BEAM 1 1 1 13' -0" 5 -" SLOPE UP I I I SLOPE DO ( Y T -1 I �li O 1 ( o N ao IN SW -3F n,' n MI MI GC TO COORDINATE 1 5x21' 0 12 "c.c ►°� r) ( h = 27K FT CRANE TOWER - - - - - - - - - _ _ - � I a TEMPORARY OPENING EDGE OF w IN SLAB WITH POST- TENSIONED I�I- - 1 " " 0° 8" POST - TENSIONED B -6 BETWEEN o ( X D TURNED ( 1 POST - TENSIONED SLAB SLAB f'c= 5000 PSI I I C M w/4#7 I( DELEGATED ENGINEER I ca I `n I I I ( SKEW LOW POINT SLAB AT EDGE OF w LOWER & UPPER�`� tl OF DRAPE TYP. STAIR LANDING. I z I I SLABS & MW -2 '�.I SEE SECTION I ( ABOVE UPPER SLAB 1 II 12/S4.03 & BEAMS w 6" I I C -2 - - - - - - - C -3 C -7 I 1 INTEGRAL WITH ? 1 / C -4 C -3 C 1I C -3 r I ( C -5 BELOW; POST- TENSIONED e ! H„0 . � 6 0. I C -6 UP CANTILEVERED SLAB _ . ... [ .. n O 8 �.c� - ao ,. -__, 6 7 17 o r '-I 4.00 1 R 14 10.00 5 � Fe =594K C- TB -1 ®0 7.00 00 I 4.00 1 _ ____ 2.00 v` - - - - - - - - - - - - SR -10 I 0 I 7.00 1.00 - 7 SR -16 01 70_0 B -6 ( I Fe =54 2.00 ¢ - - - - I 00 NOTE 14-/_ ( I I Fe\S 1 I 1 T- i T 1 I S -15 NOTE 1 1 1 94k 1 1 T -3 I ~ p^ co I I I I BEAM INTEGRAL Ir°i) 3 I� o N I C -2 ® C -2 00 ,y C -2 2 I B -6 BETWEEN 1 ( 12" PO T..- TENStONE� (I U-1 2" c.c WITH P.T. SLAB VO !! i o W 7 I LOWER & UPPER I II I SLAB f c= 5000 PSI I 8 8 SLABS & MW -2 I II ( I ~ o w Fe -32 5 ? - - - ? I - - - 6 I Fe =324K ABOVE UPPER SLAB I� rn - Fe =162K II I EL. +14' -0" 4. - 4.00 I1 CW -1 CW -1 1. 0 I ( 1 - T.O. SLAB I I I o0 - -- - - C.1 - - _ " - - - - I Fe =324K CW -1 BETWEEN N I ( M �; LOWER & UPPER _ _ 1 I Q4 m mI Fe =162K I� -- ------ --� - -- -- - -- - - - - -- 188 --� -- -- - - 3 - -- -- - - - -- - SLABS & PER 1 7 - - ABOVE UPPER ( I I( I - - ; +9'-6- N 1a 10 I) Fe -32 10 5 2A 2A I o0 12 T.O. SLAB 1 I I I I G.C. NOTE A5 -I 54.03 N? S4.03 O 1 INSTALL B -2 AFTER � cn I ( POST- TENSIONED a JJ, 1 CABLES HAVE BEEN _ p w C -2 N --- , .... v ., C -3 1 BELOW _ ti C -1 R -1 C -1 S _1 i C-1 C -1 SR -3 ( 1 C -8 I I PULLED AND SHORING/ 4.00 i 7A 6.00 I 18 ri8 00 RESHORING REMOVED. 00 ! I 7 O r' 4 0 1 10.00 1 C° � TYPICAL ON THIS LINE. a s +.oa 6 R 54 _ 7. W 0 Fe =594K { i x - _ I� _ - �... _ ..__..,, ._ .,,u _ , _ �,`, SR -10 � � 3.00 � L7 - � L7 1.00 L8 ' 4.00 I Fe =540K ILL - - 1.00 - - - - I 6 0 11 EDGE OF I 1 1 - , \ ,,- �...._ I h 1 100 e`S9 8 I = POST- TENSIONED ( I I I e SR -1 1 I I I C -5 BELOW; J I N 1 1 ( C -6 UP SLAB AT EDGE OF ° ' , -. '' i 1 SEE SECTION LANDING. I TOP w 6" SLAB E GE M 1 1 r� l #6 / 12/54.03 &BEAMS 1 ( HOOK CAD 6" o.c. f' SLAB EDGE 1 :.1.14 " 1 I I I SKEW LOW POINT INTEGRAL WITH j ® +9` -6" ( 0° OF DRAPE TYP. `• POST- TENSIONED I( 12 "X24" DOWNTURNED ' CANTILEVERED SLAB I CONC BEAM w/4 #7 II 1 m I SLOPE UP I I 1 ._ C� I BEAM INTEGRAL 1 T &B & #4 ® 6 "a c i SLOPE DOWN _ _... " 1 I I ( WITH P.T. SLAB 8 POST - TENSIONED I I ( 3 I I I 1 I SLAB f'c= 5000 PSI ( v r OIL EL. 2.9' i T.O. SLAB I CW -1 BETWEEN � I I rF` 7B 7A ! LOWER & UPPER 1 , 54.03 54.03 SLABS & MW -2 C -9 ABOVE UPPER BELOW C -2 I I 4 C -4 C -3 ,0 C -4 C -4 I SLAB (TYP) ( i t C -3 I �(s, m i I i 1 I C -5 BELOW; 4.00 I 1 SR -12 SR -2 .00 ® :00 -3 XI 51� �I C -6 UP 0 I SR -2 .5 I I Fe =351K 1 MM 9 7 1 7 I 6 6 0 6 0 Fe' I� C -7 ® `° 4.00 7.00 E I o - , 4.00 ( 1 70 ` = � M. 1 10 - Fe =540K 1- - - -- 16 -- 3.00 -- -- ) 0 10 2.00 - --1- 6 - NOTE 14 r• _ - - Sy 2 - f- I I 3 . ' SW -1 v q#6 II f 1x i __.0 i ; VA - I& 5r II I N 1 ►*� 1 BEAM INTEGRAL r N T -1 1 N 1 T -1 mi 1 i I- WITH P.T. SLAB MI f t % IR -11 I I T -1 I I 1 I T -1 7.00 .00 7.00 I' i I _ I i I I I I C -6 I 1 _..,.. <..: 2 (° I - y ml D (� I i �-- B -1 5 - J '� 5 - - - - s - I 00 ( 10 Ul to TIN `° I `° � MI �- Fe= 351K'°, 7.00 I I°° II 2.00 FTM 4.00 00 7.00 4.00 I I I - F 4,00 3.00 4.00 =00 I W -1 4 I 6 I BELOW C -2 �'� Fe C -2 1 C -2 C -2 C -2 I I EL. +19.6° VARIES 8" CIP CONCRETE STAIRS EL. 8 "o.c. E.W. 6" CIP CONCRETE STAIRS W/ #5 0 T.O. PARAPET WALL T.O. PARAPET WALL BOTT. TYP. ^..._... f SCALE:1l8 " =1' -0" W/ #5 0 12 "o.c E. W, U_ Y BOTT. TYP. ., ., ....... -... - N M I I N I I I I I I H I FRAMING NOTES• I I ARE NOT TO BE COMPLETED UNTIL 8) INDI ATES #4 HAIRPIN 9) STAIRS SHALL BE 6" CONCRE W/ 6" LON 1 MASONRY WALLS _„_ 06128112 AND #4 @ 12" o.c. TRANSV. OTT. LAA NDI SH NGS SHALL BE THE FLOOR ABOVE HAS BEEN POURED, CABLES I- INDICATES #5 TOP BARS 07131112 6" CONCRETE W/ #5 @ 6" o.c. EACH WAY (U.N.O.). TENSIONED AND ALL SHORES AND RESHORES REMOVED. . Permit Set _ 06126113 8 SIM Elevations 07/17 /13 � INDICATES- #5 TOP BARS @ 12 °o.c. (6' LONG W/ 10" HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR 2) EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS Develomatal Aareement Revisions 09113113 MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.). SHOWN OTHERWISE. T -2 INDICATES #5 TOP BARS ® 12 "o.c. (10' LONG) 11/20113 Issued far Permit T -3 11) FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS POST -TE1 810NE® SLAB AND ENE'TRAT10 3 4 -ALL SLAB ANCHORS AND PENETRATIONS MUST BE INSTALLED IN THE SLAB NOTE PRIOR TO POURING CONCRETE AND TENSIONING CABLES. ENGINEER OF CONCRETE WALLS CW -1 ARE_ NOT TO BE PERMIT SE T RECORD (E.O.R.) BEARS NO RESPONSIBILITY FOR CABLES DAMAGED AS A COMPLETED UNTIL THE FLOOR ABOVE HAS RESULT OF THIS OMISSION. BEEN POURED, CABLES TENSIONED AND 11/20/13 3) INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN INDICATES #5 TOP BARS ® 12 "o.c. (12' LONG W/ 10 HOOK) ADJACENT TO WALL OPENINGS, POUR SOLID W/ (2) #6 ALL SHORES AND RESHORES REMOVED. OTHERWISE. � VERT. BARS (TYP.). T- 41NDICATES (2) #4 DIAGONAL TOP & BOTTOM. (5' LONG) 4) ALL MASONRY WALLS TO HAVE A REINFORCED, " GROUT FILLED CELL AT EVERY CORNER, T -5 " 12) CW -1 INDICATES 8 CONCRETE CRASH WALL W / #4 C�6 "o.c. BOTH EDGES OF EVERY OPENING AND AS INDICATES #5 TOP BARS ®12 o.c. (14' LONG W/ 10" HOOK) E.F. VERTICAL AND #4 ®12 o.c. E.F. HORIZONTAL INDICATED PER THE MASONRY WALL SCHEDULE. INDICATES #5 TOP BARS 13) CW- INDICATES 8" CIP CONCRETE WALL 5) INTERIOR MASONRY WALLS ARE TO STOP 1/2" - INDICATES #5 BOTTOM BARS W / #5 010 "c /c E.W. E.F. BELOW CONCRETE SLAB ABOVE. " - IF DRILLING OR OTHER DESTRUCTIVE SLAB WORK IS REQUIRED, GENERAL CONTRACTOR MUST FIRST OBTAIN WRITTEN APPROVAL FROM E.O.R., THEN COORDINATE WORK WITH POST- TENSION SPECIALTY ENGINEER. (PRIOR TO SLAB POUR, GENERAL CONTRACTOR MAY WISH TO SPRAY PAINT FORM WORK UNDER POST - TENSION CABLES TO AID IN FUTURE CABLE LOCATING).�41 r .. O'Donnell, Noccarato, Mi na na Jackson Sr q DENOTES #5 0 12" TOP & BOTTOM 14) DRILL & EPDXY REBAR 5 INTO CONCRETE. RUCTURALENGINEERS 6) PROVIDE CONTROL JOINTS BETWEEN MASONRY O WALLS AND INTERIOR COLUMNS AND SHEARWALLS, t 4`f; 32115TH STREET, SURE 200 11C. #0004386 EXCEPT THE AREA OVER THE SPREAD FOOTINGS. INDICATES STUD RAIL SHEAR REINFORCING. 15) ALL PARAPET WALLS ARE MW -4 TYPICAL U.N.O. NOTE: SR_# `. FREp�F�I C�tRIE �' WEST PALM BEACH,FLORIDA33401 SEE TYPICAL DETAIL ON SHEET 54.01 M F TWO TENDONS SHALL BE PROVIDED IN EACH 1 , P (9'' 0T9A c� 561 835 9494 FAX 5611835 8255 JOB # 37Q 049 7) ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF BARS ARE INDICATED ON PLAN, A MI NIMU 0 Structural Drawing Updated 12 -20 -13 RE I - DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) g p Based on Architectural Backgrounds Dated 10 -28 -13 3 FORUME e a I ARCHITECTURE & �n II'�fiERIOR DESIGN, INC. c C a� m L. 745 orienta avenue, suite 1121 m altamonte springs, fl 32701 S phone: 407.830.1400 °4 fax: 407.830.4143 AA0002731 m www.forumarchitecture.com L Q 2 LL noa ono 0 0a 0Do C rr BENEFICIAL COMMUNITIES z2206 Jo-An Drive Sarasota, FL 34231 m m r 0 r 3 c Q 0 m Metro South a, A pa men s m c 0 8 G V 0 E 0 of I South Miami, FL 0 a &I E 0 0 a m N c V m m m C 0 v m 0 C o SET DISTRIBUTIONS: 0 U m CL m m 0 C 0 m m m m •o C m O C c N m 04113/12 Owner Review 05116112 Site Plan Resubmission 05123112 Site Plan Resubmission 06128112 Site Plan Resubmission 07124112 Owner Review 07131112 90% ftgress Set 08113112 Permit Set _ 06126113 8 SIM Elevations 07/17 /13 61817 S4q Elevations 07/18113 411 StM Elevations 08114113 Develomatal Aareement Revisions 09113113 DeyeIpMntal Agreement -2nd HeMog 10118113 Revision Rmgress Set 11/20113 Issued far Permit 00 C 0 SHEET REVISIONS: * 10125113 4 Seven Sto ry Revision 12124113 5 Coordination 03112114 10 AST Systems Comments 2 03126114 12 Building Department Comments #3 4 04107114 15 Misc, Coordination E 2 06118114 16 Shctural Re-engineedntg wt 07131114 17 Crane Tower Foundation Rev. o a m a n m r m m c m c 0 C m C m E EDITED BY: YP m F PROJECT N0. 11 -2795 U z z 0 N w 0 o: 0 0 W F Second Floor Plan -2A W U w z U o: Q i S3. 11 0 LL