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RELEA5E0 FOR CONSTRUCTION Suhjec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel y" �n„� ��.�a,�,a' onrE: 06/11 /20 � i ri i`—� i—� N—N N—x N—N i—i ii2��w�� I I I I ��a`.10" V II II V ��s'. � � � � � � � � � � � II � � I I I I I I I I I I I II I I � � � � � � �� II II N � � II � � I I I I I I II II II I I II I I � � II II � � II � � I I I��CIPCONCRETETOPPING II V I I II I I I I REiNFOR�EWITR6X6W4X4WWR I V I I II i I TVP @ I I I I I I I I I II -50 TEEJTI I I I I I I I I II 14 I I I I I � V I I II I I -531 I I I I II II I I I II I I ivP @ TEE I I I I II II � I I II I I � � � II II � � � II � � -531 � � �(3)pBGHORD II II � � � � � � �tp<�a^ I I STEELTVP ��qC�p�� I I I I tie�: �� - - SP FD� 110'4,� TOWASH�1�10. �� SP � I II II II II �I 71 71 71— II II II II II �, II" � FD� I _521 I� I� I� I� �� . �� , g• �� I � ITYP@ II II II II� II� II II ,�II II II I II IloPcii II II II II II �'�II II� II II II I II II II II II II II II II'-,-11 II II II I II II II II II II II II I II II II II II 3' CIP CONCRETE TOPPINGII II II II I II II II II II REiNFORcewirnaxswaxawwe II II II I II II II II II II II II I II II II II II II II II II II II II II I �� II II II II II ��15. II II II II II �� JL ,,, _5. II II II �L JI _ �� I _ IL J� _ IL 11 � P6 30'-0" 40'-0' 36'-0" ! '� 111'-C x x- 6 II IY II � � � � I I � � STEEL� � � I I I I I I I I � � � � � � �r.—.--� --- -- II II— II II II II II II i i r_a. II II II II II II �I �I �I I� I� I� I� I� II II II II II II II II II NP�II II II II II TEE JT II ib II II II II II II - si II II II II II �I �I I� I� I� I� I� II II rvP@II II II II II II TEE II II II II II II _ 31 II II II II II II II II II II �� _ ��5. II II II II �s3iEE� . n i II II 1L ,,,�'t• II / II i u � I I I Q 521 � 5 � � � I � li � i — � I �I---�--�--I-' � 3 S-00� P7 P7.1 P7.8 PS 34'-0' 11'-3" � p. �i 46'3" i � I I I I II II I i � Z OH,TVP i- - 5�535 5-535 I _� _� », - I-- 111•5'• 111'-5' � � - II II II I I ! 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II� _II_ _SP ��SP i �� O�il�• �— — —;� 1 i i I il ii ii u ii ii u ui -30 �I �I �I II �� I I' II II II II II II II II� i i I u ii ii ii u u ii ii� � � � �� I �I �I �� I I I II II II II II II II II� z I� II II II II II II II _SZi I I pu II II II II II II II� I I II �I �I II II I� �� II II II II �3�peCHORD��1� I� I I II II II II IIEELIIP II II� I I II II II II II II II II� i i I il ii ii ii ii ii u u� � II II II II II II II II� I I I II II II II II 3 II II� I I II II II I 52 II ,II� II II o I ��._o. 11 II SFo no�-Z. �I � —. z II II II II II II II II �III -ao II II II II II II II II II III II II II II II II II II II III , II II II II II II II II II III II II II II II II II II II III II II II II II II II II II 2 II II II II II II II II II III -527 II II II II II II II II II III II II II II II II II II II III II II II II II II II II II III �� 'u 'u iiDii ii ii ii ii ii iii I� � �� S 111'-5" „ �� i �� — — — — — — — — � ISLI21 � r•� PC � -- -� PE SHEET NOTES: NO SVMB NOTE 1 COORDINATEALLDIMENSIONS,DETAILS,FINISHES,TIEHOLE LOCATIONS, AND BLOCKOUTS/SLEEVES W ITH ALL OF THE PROJECT CONSULTANT ORAWINGS. 2� INDICATES PLAN MATCH LINE. 3 FOR GENERAL NOTES, REFER TO SHEETS S-001 AND 5-002. 4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET 5-002. 5 100'-0" = ELEVATION RELATIVE TO �ATUM 6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES, BEAMS, CURBS, ETG FOR PLAN ELEVATION, REFER TO 1, 2, & 3/5-551 ] FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LME INTERPOLATION. 8 FOR COLUMN DETAILS, REFER TO SHEET 5-511. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED. 9 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 6" (MIN) COMPACTED GRANULAR SUB-BASE. 10 REFER TO SHEET 5-501 FOR SLAB-ON-GRADE DETAILS. �� FD INDICATES FLOOR ORAIN, REFER TO DETAILS 6ISS�1 812I5-551. FOR o ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE SLAB TO DRAIN. 12 REFERTOMECHANICALDRAWINGSFOR�RAINAN�PIPESIZES.NO PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS IMMEDIATELV ADJACENT TO A WALL OR COLUMN W HERE IT CANNOT BE HIT BV A VEHICLE. 13 CONTRACTORS SHALL INCLUDE IN THEIR BI�S ALL NECESSARV ALLOWANCES FOR HOT AND COLD-W EATHER CONCRETING QNCWDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION REDUCTION, HEATING, BLANKETING, CONCRETE ADMIXTURES ETC) TO COMPLETE THE PROJECT AS SCHE�ULED. REFER TO SPECIRCATION SECTION �33020. 14 PROVIDEI"GAPBETWEENALLWALLSANDCOWMNS,REFERTO DETAIL 18/5-501 UNLESS NOTED OTHERW ISE. 15 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO DRAW ING 5-541. i6 INDICATES HEAVY DUTV TRAFFlC BEARING MEMBRANE (DECK �COATING)OVEROCCUPIEOSPACE(ELECTRICAL,MECHANICAL,DATA STORAGE ROOMS) AS SHOWN ON THE �RAWINGS. COLOR OF DECK COATMG SHALL BE GR4V, WITH OWNER SELECTING THE SHADE OF GRAY. REFER TO DETAILS 12-i61&541 FOR ADDITIONAL INFORMATION. 1] Sp INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, • ELECTRICALAND MECHANQALSYSTEMSSHALLBEPROTECTEDBY STEEL PIPE GUARDS, REFER TO DETAILS 5& 6/5-551. REFER TO MECH. DRAW INGS FOR PIPE LOCATIONS. 18 REFER TO AP DRAWINGS FOR BOLLARD LAVOUT. SEE SHEET &551 FOR BOLLARD ATTACHMENT DETAILS. 19 FOR PCC TEE & BEAM NOTES & DETAILS, REFER TO SHEET S-53L FOR PCC CONNECTION DETAILS, REFER TO SHEET 5-532. 20 FOR PCC SHEAR WALL, LIGHT WALL, AND DOl1BLE TEE LOADS AND VOLUME CHANGE DIAGRAMS, REFER TO SHEET 5-621. 21 ALL CONTROL AND CONSTRUCTION JOINTS IN CONCRETE TOPPING SHALL BE HAND TOOLED, REFER TO 3& 4/5-541. TOPPMG CONTROL JOINTS SHALL BE INSTALLED OVER ALL PCC JOINTS. 22 ALL CRACKS THAT APPEAR IN SOG AND SUPPORTED SLAB SHALL BE ROUTED & SEALED, REFER TO DETAILS 1& 2/5-541. 23 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO ELECTRICAL AND DETAILS 1/5-511 ANO 6&]IS-535. 24 PCC MFR SHALL SUPPLV ALL DIAPHRAGM REINFORCEMENT IN AREAS NOT RECEIVING CAST-IN-PLACE CONCRETE TOPPING. PCC MFR SHALL PROVIDE ADEQUATE LAP OR MECHANICAL SPLICES FOR CHORD REINFORCEMENT IN AREAS A�JACENT TO CAST-IN-PLACE CONCRETE TOPPMG KEY PLAN ISOMETRIC VIEW srcvsaioce MOB HOSPITAL B � A I C LEVEL4 EL 134'3" LEVEL3 � EL122•_11'• LEVEL2 � EL1�1•_]'• LEVEL 1 EL 100'3" O True NOM MSKTD & Associates ArchitecNre I Engineering I Interior Design 1115 Ma navox Wa 930 Nohh Meritlian 9 Y Fort Wayne, IN 46804 Intlianapolis, IN 46204 260.432.9337 31].917.1190 www mskitl com �WGIo 8910 Purdue Rd, Suite 400 Indianapolis, IN 46268 Phone No. 317.735.3349 www.wginacom � ' Na. PE103000 STATEOF U ._ � U � � � O^ � + - v� U N O � � � � Z V � � Y .� � � � � � � � N W � � � Z I� U � PROJECTNO. DATE 7382 10/11 /2019 REV. DATE 1 BP4A51#25 OSIOV2020 SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE LEVEL 2 PLAN - STRUCTURAL SHEETNUMBER S-102