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TIE HOLE LOCATIONS, AND BLOCKOUTSISLEEVES W ITH ALL OF THE PROJECT CONSULTANTORAWINGS. 2� INDICATES PLAN MATCH LINE. 3 FOR GENERAL NOTES, REFER TO SHEETS 5-001 AND 5-002. 4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET 5-002. 5 100'-0" = ELEVATION RELATIVE TO DATUM fi 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 LWE INTERPOLATION. 8 FORCOLUMNOETAILS,REFERTOSHEETS-511. ALLCOLUMNSARE 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 �RAIN, REFER TO DETAILS 6IS-501 & 12I5-551. FOR o ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE SLAB TO DRAIN. 12 REFERTOMECHANICALDRAWINGSFORDRAINANDPIPESIZES.NO PIPING SHALL BE INSTALLED W ITH LESS THAN B'-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 ALLO WANCES FOR HOT AN� COLD-W EATHER CONCRETING (INCLUDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION REDUCTION, HEATING, BLANKETING, CONCRETE A�MIXTURES ETC)TO COMPLETE THE PROJECT AS SCHEDULE�. REFER TO SPEqFlCATION SECTION 033020. 14 PROVIDEI"GAPBETWEENALLWALLSANDCOLUMNS.REFERTO DETAIL 1&5-501 UNLESS NOTED OTHERWISE. 15 FOR SEALANT DECK COATING AND EXPANSION JOINT DETAILS REFER TO DRAWING 5-541. i6 INDICATES HEAVV DUTY TRAFRC BEARING MEMBRANE (DECK �COATING)OVEROCCUPIEDSPACE(ELECTRICAL,MECHANICAL,DATA STORAGE ROOMS) AS SHOWN ON THE DRAWINGS. COLOR OF DECK COATING SHALL BE GRAV, W ITH OWNER SELECTING THE SHADE OF GRAY. REFER TO DETAILS 12-06/&541 FOR ADDITIONAL MFORMATION. 1� Sp INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, • ELECTRICAL AND MECHANCIAL SYSTEMS SHALL BE PROTECTED BV 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 LAYOUT. SEE SHEET 5-551 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 DOUBLETEE LOADSAND 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. TOPPING 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 DETAIL51 & 2/5-541. 23 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO ELECTRICAL AND DETAILS 1/5-511 AN� 6&]/5-535. 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 ADJACENT TO CAST-IN-PLACE CONCRETE TOPPING KEY PLAN ISOMETRIC VIEW sKvsaiocE MOB HOSPITAL B � A I C LEVEL4 � EL 134•�'• 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.wginacom � ' Na. PE103000 STATEOF U .� � U � � N O W Lj � _ v� U �0 X � � � Z V � � Y .� � � � � � � � a� w � � � Z I� U � PROJECTNO. DATE 7382 10/11 /2019 REV. DATE 1 BP4ADDENDUMI 10I212019 2 BP4A51#25 OS/OV2020 SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE LEVEL 4 PLAN - STRUCTURAL SHEETNUMBER S-104