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13-1329R-010�� 0� EM �0 �� CIP CONC. STAIR EXTEND CO%xj-1 0 IN 5 10--2- ', V-6- S wr `~� | / �� |r~ � | (r~ | 6`��{no | / ~---- �� ~` ` r117 nIT � �O�T-T�N��ON | ����~� k-| | |-f~ � ' |^-|'-| | ]-z� � | | | �'~�� ] U` |� |l | QU / | 7��/| < 8" POST-TENSIONED SLAB fc= 5000 PSI � } FFT ALL SHORES AND RESHORES REMOVED. C_J p � � r� ° || ! ^~� BEEN POURED, CABLES TENSIONED AND -1 �/ � � \ 1) � �A�ONRY�ALLS ARE NOT BE COMPLETED UNTIL -�--�' --- - - - -- --'--- -�'- R\ INDICATES ~._~_~� -' . �4 HAIRPIN i S/mp L"""" NG STARS SHALL BE G° CONCRETE '�G~ uo. LONQT~ ~ _ _ -' "- ^ , ' THE FLOOR A�O\�� HAS BEEN POURED, "�~^ �"�+�� SEE SECn%N �5 TOP BARS AND TR�N �H BE "^^ ' "�,` �"'' �,'`^"'` �""�� 6" CONCRETE �/ �5 ��G° o,u- EACH WAY (U.N.O.). ~ --- EE�R��L AND 64��2'm�EFHDR|DJN�L ` TENSIONED AND ALL SHORES AND RESHORES REMOVED. | , U4 LONG 0V 1D" HOOK) 13\ ` INDICATES 8" C}p CONCRETE WALL W/#5 010"c/r E.W. E.F. ' INTEGRAL WITH |ND<�ATE0 PER THE MASONRY WALL SCHEDULE. ` 2\ EXTERIOR MASONRY WALLS ARE TYPE �N�_�) UNLESS INDICATES ' ( 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR 2 � ^ , CANTILEVERED \ SLAB ~- 07/31/14 MASONRY WALLS AT ALL SLAB EDGES OR STEPS [ TYP~) ' Crane Tower Fowdation Rev. 0 ---Z-17 INDICATES #5 TOP BARS 0 12~o.o- LONG) __q��N14 3) INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN \ | .� � ~"`" BEAM 11l FOR EXTERIOR WALL SEGMENTS 8- LONG OR LESS ^,,".� ." " � \ � S4,02 8" POST-TENSIONED SLAB fc= 5000 PSI � } FFT ALL SHORES AND RESHORES REMOVED. C_J p � � r� ° || ! ^~� BEEN POURED, CABLES TENSIONED AND -1 �/ � PE MIT SE T U -, m � \ 1) � �A�ONRY�ALLS ARE NOT BE COMPLETED UNTIL -�--�' --- - - - -- --'--- -�'- R\ INDICATES ~._~_~� -' . �4 HAIRPIN g) ^ STARS SHALL BE G° CONCRETE '�G~ uo. LONQT~ ~ _ _ -' "- ^ , ' THE FLOOR A�O\�� HAS BEEN POURED, "�~^ �"�+�� INDICATES �5 TOP BARS AND TR�N �H BE "^^ ' "�,` �"'' �,'`^"'` �""�� 6" CONCRETE �/ �5 ��G° o,u- EACH WAY (U.N.O.). ~ --- EE�R��L AND 64��2'm�EFHDR|DJN�L W TENSIONED AND ALL SHORES AND RESHORES REMOVED. | , U4 LONG 0V 1D" HOOK) 13\ ` INDICATES 8" C}p CONCRETE WALL W/#5 010"c/r E.W. E.F. '' |ND<�ATE0 PER THE MASONRY WALL SCHEDULE. ` 2\ EXTERIOR MASONRY WALLS ARE TYPE �N�_�) UNLESS INDICATES ' �5 TOP BARS 0/12~o.o' �6` LONG W/10^ HOOK) 10) GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR 2 � ^ SHOWN OTHERWISE. ` ' BELOW CONCRETE SLAB ABOVE. (1O^ 07/31/14 MASONRY WALLS AT ALL SLAB EDGES OR STEPS [ TYP~) ' Crane Tower Fowdation Rev. 0 ---Z-17 INDICATES #5 TOP BARS 0 12~o.o- LONG) __q��N14 3) INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN ]�3 .^` 11l FOR EXTERIOR WALL SEGMENTS 8- LONG OR LESS ^,,".� ." " PE MIT SE T U -, m v,�cnro�c . . . . � NlWA�NRY�L� -0 HAVE � REINFORCED, --��|NO|C�� /� /�0A�NAL0P � BOTTOM. (� 0N�) 1� INDICATES 8~ CONCRETE CRASH �L W/� ��~�� -( ' GROU�RL�D�E�ATE�RYCORNE�° 71 ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF ~ --- EE�R��L AND 64��2'm�EFHDR|DJN�L W BOTH EDGES OF EVERY OPENING AND A� " INDICATES �5 TOP BARS �� 12-«'c� , U4 LONG 0V 1D" HOOK) 13\ ` INDICATES 8" C}p CONCRETE WALL W/#5 010"c/r E.W. E.F. � |ND<�ATE0 PER THE MASONRY WALL SCHEDULE. ----- INDICATES #5 TOP BARS Misc Coordination INTERIOR MASONRY WALLS ARE TO STOP 1/2" 2 14) DRlLL& EPDXY REBAR 5° INTO CONCRETE. BELOW CONCRETE SLAB ABOVE. ------ INDICATES #5 BOTTOM BARS 07/31/14 .,15)-,,ALL PARAPET VWALLS`ARE MW-4TY�|�AL`U.N.0' ' NOTE. A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH ' P.E. FLORIDA REG. #60791, 745odanba avenue, suite 1121 oKamonte spdngs, D327O1 phone 407.8301400 fa--- 407.830.4143 AJV]OO2731 www.fommaochitectune'com _ � M R /1 SHEET REVISIONS: Metro South &. la& South Miami, F� SET DISTRIBUTIOUS: 12 DENOTES #5 � 60 PROVIDE CONTROL JOINTS BETWEEN MASONRY � 8 PROVIDE L6w4x1/2"x12" LQ GALVANIZED STEEL ANGLES 0 EA. E' NDS 8 MIDPOINTS OF INTERIOR ------ V| E MKUVGH P'P`O N THROUGH p R / C' VL- V`' w^ m l'U` `| 2^ ^ 4 ) x` S 8' � C-~ U R-- | " |N � ''- ---- ° EXrEPT~THE~AREA�O\ER"-01E-SOREAD'FOV�NG��' ~ |N0CATE�^STUD1RA|L SHEAR- RBNFORCNC� -'-"1-G1 ' TANK. CURB & FASTENED ANGLE TO SLAB W/ 3/4" CU�N ` ���'� ' `H|BO HIT HY1 50 4DHEEUVE GENERATOR/FUEL SYSTEM. THERE |� A TOTAL OF 3 ANGLES PER LONG D �HORT�DE,-~ `W- ' .S/V- - `(' -E- ^ ' ' - ' ' ' ` ` 1 -- SEE TYPICAL DETAIL ON SHEET S4`[U ~' ^` 1U`ANQLESTDTAL'FASTEN � 71 ALL RBNF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH � BARS ARE INDICATED ON PLAN. \� FUEL TANK MAXIMUM SERVICE V0EIQHT(YMET)=2,9OO LBEL FUEL TANK SERVICE VN]QHT(VNET)=3,34O LBS, ' � ' / Based on Architectural Backgrounds Dated 10-28-13 15 Misc Coordination P.E. FLORIDA REG. #60791, 745odanba avenue, suite 1121 oKamonte spdngs, D327O1 phone 407.8301400 fa--- 407.830.4143 AJV]OO2731 www.fommaochitectune'com _ � M R /1 SHEET REVISIONS: Metro South &. la& South Miami, F� SET DISTRIBUTIOUS: EDITED BY: yp PROJECT NO_ 11 � z z - Foundation � � � ��~�^�� ��U ��U 8 ����� ���� U-"U��K�-U��~~" �-U~�~. "w�' � 1~w� a: 0 IL � �0 - -- imp 111101 < 04107114 15 Misc Coordination 2 06118114 16 Stng45tnk!��mLtL- LL 07/31/14 IL Crane Tower Fowdation Rev. 0 18 Pilinq Conflict __q��N14 CL w � EDITED BY: yp PROJECT NO_ 11 � z z - Foundation � � � ��~�^�� ��U ��U 8 ����� ���� U-"U��K�-U��~~" �-U~�~. "w�' � 1~w� a: 0 IL � �0 - -- imp 111101