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' POURSTRIP ' ' ROUNDGOLUMN I ' , TVP. � , � � eM 15 . � i II �� ; `° as . zo � � ,. �� �� �� �--------� � �� I � ----.. 9(3,�3}SQ350(iZ501n) �p�3,3}]�350(24b01n) � � � � I To � I 9" PT CONCRETE SLAB I � � . � �, �„ � � T/SLAB . . I 156'-6" 5 i � �i I . 5-603, ' T� i II ...3.6..._.._.j�:_ �'.....z. z, 12"PTSLAB ' i i BM i6 36 x 20 ; I �____ � _ I I . �(3,3}4�ro3b0(14DOIn) � - �- � ' ' � � .�. ��12(3,3)-5�3-50(iL501n) 6 � , , . , � 0, 0. 6, 0. I i 3`. F. ��� � '...5-603; i II � a �, i �, r �" � 5oFR7S7EP � ��� T.G ._.. i I i I�, � ---� ' FUTUREKNOCKOUT� � J X I i I � ' IG �--� �I �...\� ' �I i i � ........ Z;. . , , � � ..� , � � . c' ........ � 12" PT GONGRETE SLAB I �� �� � S 312; ...� � 5312 �.. � I � N I I , � �0" C�NC. WQ�� i 2 T.C. S 312�' ' �. , I BM 1] ' 36 x 20 � � � � � ' _ - - - - �....' .- - - - - - ' i . . . �I.. I II li � . . E 9(3.3}4�ro3b0(14DOIn) m" --- J I I �� I I I mM � T/SLAB 23" SLAB BAND � 155•-1" ' �I �i i . . .., v, i � . ......,,, �. . i I i . . ' . I, � 3 50" ,� � � ' � . � , i 30. _ ��� _ _ _ _ - �� �- I'°' o. �..- � 913.3)"6@3.SO121.00in) ti- 1050" 350° _�I "_ _ _ _ _ _ - _ _ _ _ _ 3��"0•_ _ _ _ _ _ _ _ - _ _ _ �t� _ - _ _ _ - _ _ - - _ _ � � _ _ � i i � B I q t 3.50°y�_ 24• 9" �' _� 26• 0" i � __24,_9^_______-- �� --------- i 126'-9^ ' ' � 9'-3^ � �i� . . �i� �� � - : . �.=L �I � � �� � � �� � ,- _ ��9 �' '�8 7.9�� �7.1 7 � (6.7i 6� �5 1 �41 �3� �1.2 21 1 ' RELEASED FOR CONSTRACTION Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �� `��¢m�' lamn�Ml1 � onrE: 09/19/19 =LOOR FRAMING PLAN �r FIFTH FLOOR FRAMING PLAN NOTES O INDICATES NOTE REFERENCED IN PLAN 1. SEEGENERALSTRUCTURALNOTES(5400)ANDTVPICAL FRAM ING DETAILS (5-601) FOR ADDITIONAL W FORMATION. 2. REFERTOARCHITECTURALPLANSFORDIMENSIONSAND ELEVATIONS NOT SHOW N ON THIS PLAN. 3. SEE MECHANICAL, ELEGTRIGALAND PLUMBWG PLANS FOR SLAB PENETRATIONS NOT SHOW N. 4. MILDREWFORCWGLAVOUTSHALLBEPERMILD REWFORCING PLAN. 5. POSTTENSIONWGTENDONLAVOUTSHALLBEPERPOST- TENSION PLAN. 6. STRUCTURALSLABTHICKNESSANDTOPOFSLAB ELEVATIONS ARE SHOW N ON THE PLAN. 1. COLUMN OR WALL OVER POURS SHALL NOT BE GREATER THAN V2 1NCH MAXIMUM. REMOVE ANV EXCESSNE COLUMN OR WALLOVER-POURS PRIORTO PLACING REW FORCING BARS AND SLAB TENDONS. 8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB HAS BEEN POURED IF APPROVED BV THE STRUCTURAL ENG W EER OF RECORD AND COORDINATED W ITH THE GENERALCONTRACTOR. 9 ��I INDICATESCHANGEINSTRUCTURALSLAB ������� ELEVATION 10 12�3,3)-5@325�16251N) INDCATESSTUDRAIL CALLOUT RAILLENGTH; L" SPACWG, "S" # OF SPACES # OF RAILS IN X V DIRECTION TOTAL # OF RAILS AT COLUMN 11. "T.C" INDICATESTRANSFERCOLUMNCONDITION. 12. WHEREFLOOR-TO-FLOORHEIGHTISGREATERTHANTHE DISTANCEALLOWED FOR STANDARD ELEVATOR GUIDE RAIL SPANS, THE CONTRACTORIELEVATORSUPPLIER SHALL FURNISH HEAVIER RAILS OR RE W FORCED RAILS DESIGNED TO SPAN FROM FLOOR-TO-FLOOR WITHOUT INTERMEDIATE STRUCTURAL SUPPORT. 13. SEEDETAIL4/S312FORREINFORCWGATKNOCKOUT PANEL LOGATIONS. ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner ZP Investments, LLC 11460 N Meridian Street Carmel, IN 46032 317-705-5050 Architect RATIO 101 South Pennsylvania Street Indianapolis Indiana 46204 3� 7 633 4040 Structural Engmeer CE Solutions, Inc. 10 Shoshone Drrve Carmel IN 46032 317-324-6024 Mechanical / Electncal Engmeer Heapy Engineering 3850 Priority Way S. Dr#204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SEAL � DATE O6/21/19 SHEETISSUE 1 Issued for C r�, RAT I O wwauwrnarcerxsr�rccrua��rno�nan�canacw���nasa �nncanro�nce SPELIfI�GLLYRES¢ROE6 PI�ICdilONl�VrFFW�FYURHWiPP�IOP�uPIiiMCON5FNi0FPAi�Op PROJECT NO. 18087.001 SHEET TITLE OFFICE - FIFTH FLOOR FRAMING PLAN SHEETNUMBER S-205