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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 � NORTH i ze llZ, ii � � � � I � � � � � � � � i � I � � i I � II I I 4---�--+-�-�� s-0o, P6 P7 P7.1 P7.8 P8 30�-0• ' 48�-0• 34�-0• ip3• 1'-0" 36�-0• . . i q8�3• i . 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II II II III �I �I �I �I II II II �I �I �I �II (3)#6CHOR �� I sTEE� II�P II II I II II II III �I �I �I �I �I �I �I �III �I I �I �II a c_s�� ii �il � � � _ _ _ � — / _ _ _ _ \ _ _ 2 -521 m II II II � II II II III - �y II II II II II II II III II II II II II II II III II II II II II II II III �I �I �I �I �I �I �I �II �I �I �I �I �I �I �I 0'p, �I �I �I �I �I �I �I �II z II II II II II II II -Szi _ II II II II II II II III II II II II II II II III �I �I �I �I �I �I �I �II �I �I �I �I �I �I �I �II �I � �I �I �I �I �I �I �II I I I I II II I I II ��,9. III � 122-9 �� I �I II �I C �3 5-535 � �J�� II — — — — — — — I — — — — — II -- -- PE SHEET NOTES: NO SYMB NOTE 1 COORDINATEALLDIMENSIONS,DETAILS,FINISHES,TIEHOLE LOCATIONS, AND BLOCKOUTSISLEEVES WITH ALL OF THE PROJECT CONSULTANTDRAWINGS. 2� INDICATES PLAN MATCH LINE. 3 FOR GENERAL NOTES, REFER TO SHEETS 5-001 AN� 5-002. 4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET 5-002. 5 100'-0" = ELEVATION RELATNE TO DATUM 6 FLOOR ELEVATIONS AS IN�ICATE� OESIGNATE TOP OF CONCRETE SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES, BEAMS, CURBS, ETC. FOR PLAN ELEVATION, REFER TO 1, 2, 8 3/5-551 ] FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED. USE STRAIGHT LME INTERPOLATION. 8 FORCOWMN�ETAILS,REFERTOSHEETS-511.ALLCOWMNSARE CENTERED ON GRID LMES UNLESS NOTED. 9 SLAB-ON-GRADESHALLBEAMINIMUMOFS'THICKCONCRETEOVER6" (MIN) COMPACTED GRANl1LAR SUB-BASE. 10 REFER TO SHEET 5-501 FOR SLAB-ON-GRADE DETAILS. �� FD INDICATES FLOOR DRAIN, REFER TO DETAILS 6I5-501 81Z5-551. FOR o ADDITIONAL MFORMATION REFER TO MECHANICAL DRAW WGS. SLOPE SLAB TO DRAIN. 12 REFER TO MECHANICAL DRAWINGS FOR DR41N AND PIPE SIZES. NO PIPING SHALL BE INSTALLED W ITH LESS THAN 8'-4" CLEARANCE UNLE55 IT IS IMMEOIATELY ADJACENT TO A WALL OR COLUMN W HERE IT CANNOT BE HIT BY A VEHICLE. 13 CONTRACTORS SHALL INCLUDE IN THEIR BIDS ALL NECESSARV ALLOW ANCES FOR HOT AND COLD-W EATHER CONCRETING ( W C W DING BUT NOT LIMITEO TO NIGHT POl1R$ EVAPORATION RE�UCTION, HEATING, BLANKETING, CONCRETE ADMI%TURES ETC) TO COMPLETE THE PROJECT AS SCHEDULED. REFER TO SPEQRCATION SECTION 033020. 14 PROVI�E1"GAPBETWEENALLWALLSANDCOLUMNS,REFERTO DETAIL 18/5-501 UNLESS NOTED OTHERWISE. 15 FOR SEALANT �ECK COATING AND EXPANSION JOINT DETAILS REFER TO DRAWING 5-541. 16 INDICATES HEAVV DUTV TRAFRC BEARING MEMBRANE (DECK � COATING) OVER OCCIIPIED SPACE (ELECTRICAL, MECHANICAL, �ATA STORAGEROOMS ASSHOWNONTHEDRAWINGS.COLOROFDECK ) COATING SHALL BE GRAV, W ITH OWNER SELECTING THE SHADE OF GRAV. REFER TO DETAILS 12-06/5-541 FOR ADDITIONAL INFORMATION. 1� Sp INDICATESSTANDPIPEALLVERTICALRISERSFORPWMBING, • ELECTRICAL ANO MECHANCIAL SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUAR�S, REFER TO DETAILS 58 6/5-551. REFER TO MECH. DRAWINGS FOR PIPE LOCATIONS. 18 REFER TO AP DRAW INGS FOR BOLLARD LAVOUT. SEE SHEET 5-551 FOR BOLLARD ATTACHMENT DETAILS. 19 FOR PCC TEE 8 BEAM NOTES 8 DETAILS, REFER TO SHEET S-53L FOR PCC CONNECTION �ETAILS, REFER TO SHEET 5-532. 20 FOR PCC SHEAR WALL, LIGHT WALL, AND DOUBLE 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 84/5-541. TOPPING CONTROL JOINTS SHALL BE WSTALLED OVER ALL PCC JOINTS. 22 ALL CRACKS THAT APPEAR M 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 AND 6& 7/5-535. 24 PCC MFR SHALL SUPPLV ALL DIAPHRAGM RBNFORCEMENT IN AREAS NOT RECENING CAST-IN-PLACE CONCRETE TOPPING. PCC MFR SHALL PROVIDE AOEQUATE LAP OR MECHANICAL SPLICES FOR CHORD REWFORCEMENT IN AREAS ADJACENT TO CAST-IN-PL4CE CONCRETE TOPPIN6. KEY PLAN ISOMETRIC VIEW sKvsaiocE MOB HOSPITAL B � A I C LEVEL4 EL 134'3" LEVEL3 � EL122•_11'• LEVEL2 EL1�1•_]'• LEVEL 1 EL 100'3" O True NaM MSKTD & Associates ArchitecNre I Engineering I Interior Design 1115 Magnavox Way I 930 Nohh Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260432.9337 31I.917.1190 www mskitl com �WGIo 8910 Purdue Rd Suite 400 Indianapolis, IN 46268 Phone No. 317.735.3349 www.w inacom 9 � ��i! �2�15 ' Na. PE103000 STATEOF .0 �/� U i�� O W �� v� U �O X ��w ZUo � Y .� � � � � � � � a� 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 3 PLAN - STRUCTURAL SHEETNUMBER S-103