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Home My WebLink About03080117.1INTERIOR IMPROVEMENTS PACKAGE 1. ALL DIMENSIONS MUST BE VERIFIED ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS. 2. DIMENSIONS ARE WITNESSED TO FINISH FACE OF STUD OF ALL EXISTING WORK UNLESS OTHERWISE NOTED. 3. COORDINATE LOCATIONS AND/OR ELEVATIONS OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS, CONVECTORS, CABINET UNIT HEATERS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 4. FILL ANY MASONRY VOIDS WHERE ANCHORS OCCUR. 5. ALL DIMENSIONS AND TIE-INS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE AND ARE NOT GUARANTEED TO BE CORRECT. ALL SUCH DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE SUBCONTRACTORS TRADE PRIOR TO THE PREPARATION OF SHOP DRAWINGS AND BEFORE PROCEEDING WITH ANY WORK. THE FIRST SUBMITTAL OF SHOP DRAWINGS MUST CONTAIN CORRECT CONDITIONS AND DIMENSIONS OBTAINED FROM THE FIELD. IF CONDITIONS AND DIMENSIONS VARY GREATLY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PREPARATION OF SHOP DRAWINGS OR BEFORE PROCEEDING WITH WORK, 6, DEMOLITION WORK SHOWN SHOULD CSE COORDINATED WITH CONSTRUCTION DOCUMENTS FOR FINAL DIMENSIONS AND DETAILS NECESSARY TO DEFINE EXACT LIMITS OR EXTENTS OF DEMOLITION AND BUILD -BACK. 7. COORDINATE FLOOR AND WALL OPENINGS AND ROOF PENETRATIONS WITH ALL TRADES INVOLVED. PROVIDE STEEL FRAMES, SLEEVES, LINTELS, AND SIMILAR ENCLOSURES REQUIRED AROUND PENETRATIONS IN MASONRY OR CONCRETE WALLS, FLOORS OR ROOFS, FIRE SEAL PENETRATIONS THROUGH FIRE RESISTIVE RATED CONSTRUCTION. 8, GENERAL CONTRACTOR SHALL COORDINATE AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS OR GUIDELINES FROM GOVERNING REGULATORY AGENCIES, CONSTRUCTION WORK WILL NOT BE PERMITTED TO PROCEED UNTIL ALL REQUIRED REGULATORY APPROVALS HAVE BEEN ISSUED, 9, IN FINISHED AREAS, FURR WALL ABOVE AND BELOW RECESSED ELECTRICAL CABINETS WITH IDENTICAL MATERIAL AS ADJACENT WALLS TO CONCEAL ALL CONDUIT FROM FLOOR TO CEILING. FURRING IS NOT REQUIRED IN ELECTRICAL CLOSETS, MECHANICAL ROOMS AND SIMILAR UNFINISHED SPACES. IF A PANEL IS RECESSED IN A FIRE -RESISTIVE RATED WALL, MAINTAIN THE RATING OF THE WALL AROUND THE BOX. IN ALL CASES, PROVIDE PROPERLY RATED FIREPROOFING SEAL AROUND CONDUIT PASSING THROUGH RATED CEILING, WALL, OR FLOOR ASSEMBLY, 10. CEILING HEIGHT(S) NOTED ON DRAWINGS FOR ROOMS OR AREAS IS THE HEIGHT FROM FINISHED FLOOR SURFACE TO FINISHED CEILING OR WHERE NO FINISHED CEILING IS CALLED FOR, THE CEILING HEIGHT(S) NOTED IS THE MINIMUM REQUIRED HEADROOM CLEARANCE FROM FINISHED FLOOR TO UNDERSIDE (LOW POINT) OF PIPES, DUCTS, CONDUITS, LIGHT FIXTURES, AND SIMILAR EXPOSED OR SUSPENDED ITEMS OR EQUIPMENT. 11. PROTECT ALL EXISTING CONSTRUCTION, UTILITIES, AND FACILITIES TO REMAIN. ANY AND ALL DAMAGE DURING CONSTRUCTION AND DEMOLITION SHALL BE REPAIRED TO MATCH THE EXISTING WITH NO ADDITIONAL COST TO THE OWNER, 12, ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING CODES, REGULATIONS, AND AGENCIES. NO WORK SHALL BE CONCEALED UNTIL APPROVED BY LOCAL INSPECTORS, 13. CONTRACTOR SHALL INSTALL AND PROVIDE ALL SAFETY BARRIERS DURING CONSTRUCTION TO PROTECT THE PUBLIC FROM INJURY AND ACCESS TO THE BUILDING OR ADJACENT FLOORS. GENERAL STRUCTURAL NOTES 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 2, GOVERNING CODE: INDIANA BUILDING CODE - 2002 EDITION. INTERNATIONAL BUILDING CODE - 2000 EDITION. 3. SEE STRUCTURAL PLANS FOR DESIGN SOIL BEARING PRESSURE AND LIVE LOADS. LIVE LOADS REDUCED IN ACCORDANCE WITH THE GOVERNING CODE. 4. ROOF SNOW LOAD: GROUND SNOW LOAD (Pg) - 25 PSF SNOW EXPOSURE FACTOR (Ce) - 1.0 IMPORTANCE FACTOR (1) - 1.0 THERMAL FACTOR (Ct) - 1,0 FLAT ROOF SNOW LOAD (PF) - 18 PSF 5. WIND LOAD: DESIGN WIND SPEED - 90 MPH IMPORTANCE FACTOR (1) 1.0 EXPOSURE CATEGORY - EXPOSURE C INTERNAL PRESSURE COEFFICIENT - (G Cpi) - + 0,18 6, SEISMIC LOAD: SEISMIC USE GROUP - CATEGORY I SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS - (SDS) - 0.18 SPECTRAL RESPONSE ACCELERATION AT ONE SECOND INTERVAL (SD1) - 0.11 SITE CLASS - D DESIGN BASE SHEAR - 17 KIPS BASIC SEISMIC FORCE RESISTING SYSTEM - ORDINARY PLAIN MASONRY SHEAR WALLS DESIGN BY EQUIVALENT LATERAL FORCE PROCEDURE. 7. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS TO BE BORNE BY MECHANICAL CONTRACTOR. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL DRAWINGS. 8. THE STRUCTURE_ IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE -DOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. 9, IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATION DURING ALL PHASES OF CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE F 'vIRIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE SITE, 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK, LOCATION MAP t W a a�cp. sal E ! � 169 rd _ r - �•- -_..: •F.- — -- � j f s Coftle MesAows , cc II I ( o N orth Ridge village. ,Go C al Superior St I`� _ ryha �� I I { ! io _Maii*b Or {'hrania P I 4 ` �E101st8• o' _ I W 96th St z Hamilton E 96th St < F1smi(ior+ M r o n Ma riot+ o, �,p11 j Z 9b_rtth 6t colleige cr-est__L-..-- PIS W P ine Re Ur dg o Z _ I` w 1 E q6td Si to Spring Hollow is gr - - I ate C^4 Yaia,Dj - _ �_ (. W 92nd St i a iChesterbraak Gt. ) Zi I , Z E 91st 5t W 91st t ! ! i_ ._.J__.__. _...__��-Nora North Dr E91stfSt _ E -...__ �_. _. Pinomood Ct 'T CS _ (, 70q tdacth C k —`N I —=M .3y 2 KEY PLAN FOURTH FLOOR N.T.S. ABBREVIATIONS ABV. ABOVE A.F.F. ABOVE FINISH FLOOR ALT, ALTERNATE A.B. ANCHOR BOLT BOT, BOTTOM B.O.S. BOTTOM OF STEEL B.U.R. BUILT UP ROOF CAB, CABINET CB CARPET BASE C.I. CAST IRON C.I.P. CAST IN PLACE C.J. CONTROL JOINT CLR, CLEAR COL. COLUMN CONC. CONCRETE C.M.U. CONCRETE GA. MASONRY UNIT CSC COMMERCIAL GRADE GALV. CARPET CT CERAMIC TILE CTB CERAMIC TILE BASE CTW CERAMIC TILE BASE JT, WAINSCOT D.F. DRINKING FOUNTAIN EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR GRAPHICS LEGEND A BUILDING, SECTION INDICATOR XX SHEET ON WHICH BUILDING SECTION APPEARS. q WALL SECTION INDICATOR A -X SHEET ON WHICH DETAIL APPEARS q EXTERIOR ELEVATION INDICATOR SHEET ON WHICH ELEVATION APPEARS N 10 500 East 96th Street Indianapolis, IN 46240 N.T.S. EQ, EQUAL O.H. OPPOSITE HAND E.I.F.S. EXTERIOR INSULATING PNT. PAINT -COLOR TO BE F— & FINISH SYSTEM A6 SELECTED BY ARCHITECT E.J• EXPANSION JOINT RTD, PAINTED ETR EXISTING TO REMAIN P. LAM. PLASTIC LAMINATE F.D. FLOOR DRAIN PL. PLATE FRP FIBER GLASS REIN- R. RADIUS FORCED POLYESTER SAT. SUSPENDED ACCOUSTICAL GA. GAUGE TILE AND GRID GALV. GALVANIZED SGBC, SUSPENDED GYPSUM GYP. BD. GYPSUM BOARD BOARD CEILING, PAINTED JT, JOINT STL. STEEL H.M. HOLLOW METAL S.S. STAINLESS STEEL HSV HOMOGENEOUS SHEET VINYL SUSP. SUSPENDED HSVP HOMOGENEOUS SHEET VINYL T•0,5• TOP OF STEEL BASE WITH METAL CAP TYP• TYPICAL INT. INTERIOR U.O.N. UNLESS OTHERWISE NOTED INV. INVERT UNPTD. UNPAINTED LAM. LAMINATED V•W.C, VINYL WALL COVERING M.W. MILLWORK VB. 4"VINYL BASE WITH MTL• METAL PREFORMED CORNERS M.R. MOISTURE RESISTANT VCGB. VINYL COATED GYPSUM NECS NEW EGG CRATE GRILL BOARD NTEG. NEW TILE IN EXISTING WB. 6" WOOD BASE GRID (REPAINT GRID) WD. WOOD O.C. ON CENTER CODE INFORMATION Building Planning Chapter 3 Occupancy Description Office Mixed Use: Yes ❑ No a If yes: Non -separated use NA Use Group Classification Construction Classification. Height and Area Limitations Use Group B Separated use NA Separate building NA B (Business): There is not change to the tenant seperation or the exterior enclosure. 2B (Existing Construction) Existing Building Means of Egress Occupant Load Existing New Construction Tota I Egress Width Stairway Corridors Egress Doors DRAWING INDEX Floor area / occupant Area i 100 Gross 4129 41 2,888 - 29 7,017 70 Width / Occupant 44" 44" 36" COVER SHEET CODE INFORMATION AND PROJECT INFORMATION ARCHITECTURAL D-100 DEMOLITION PLAN A-100 FLOOR PLAN, DOOR SCHEDULE, ELEVATIONS AND DETAILS A-200 REFLECTED CEILING PLAN A-300 FINISHES AND FURNITURE PLANS AND SCHEDULE A-400 WALL TYPES, DETAILS ADN INTERIOR ELEVATIONS MECHANICAL, ELECTRICAL, SPECIFICATIONS H-1 HVAC PLAN E-1 LIGHTING PLAN E-2 POWER PLAN SP -1 SPECIICATIONS DATA COMMUNICATIONS T -D-01 TELECOMM PACK LOCATIONS T -D-02 WIRELESS LAN SYSTEM LAYOUT T -E-01 CABLE ROOM LAYOUT T -G-01 COMMUNACATION CABLING DETAILS T -G-02 WIRELESS LAN DETAILS SECURITY (NOT IN BID) SE -A-0 LEGEND SE -A-04 4TH FLOOR ACCESS SE -D-01 TYPICAL LENEL DETAILS AN SYSTEM (NOT IN BID) 00-001 INDEX 00-002 SITE KEY PLAN AND NOTES 00-101 PROJECTOR MOUNTING DETAILS 00-102 PROJECTOR MOUNTING DETAILS 00-103 PROJECTOR SUPERSTRUCTURE DETAILS 00-104 CONDUIT DETAILS 01-201 A/V CONDUIT PLAN - ROOM 4-122 02-201 A/V CONDUIT PLAN - ROOM 4-120 PROJECT DIRECTORY TENANT: MICROSOFT CORPORATION 500 EAST 96TH STREET INDIANAPOLIS, IN 46240 ARCHITECT OF RECORD: MEYERS-WELSH ARCHITECTURE+DESIGN 22 EAST GAY ST, SUITE 301 COLUMBUS, OH 43215 TEL: (614) 221-9433 FAX: (614) 221-9441 ASSOCIATE ARCHITECT: DAVID PONTIA, AIA 6820 LAUFFER ROAD COLUMBUS, OH 43231 TEL: (614)296-8845 FAX: (614)884.0846 CONSULTING ENGINEER HEAPY ENGINEERING, LLC 5077 OLENTANGY RIVER ROAD COLUMBUS, OH 43214 TEL.(614)457-2696 DPA Devtd Pantie Arehitaoture and Planning C4�O I O,M Fowt l.N amnua, 0*143?M 1 614.714.2337 !ax V4.U04.9144n apcn11A*Cpaa1C jjtccturo.Coo1 H Z W 2W O win a. am Q z 1 A X DETAIL INDICATOR SHEET ON WHICH DETAIL APPEARS W 13 WINDOW ELEVATION F— ENLARGED PLAN INDICATOR A6 INTERIOR WALL TYPE INDICATOR. SEE SCHEDULE XX SHEET ON WHICH ENLARGED PLAN APPEARS, N .� 4 M 100 DOOR & FRAME INDICATOR 3 A- INTERIOR ELEVATION INDICATOR A SEE DOOR SCHEDULE XXX SHEET ON WHICH ELEVATION APPEARS CODE INFORMATION Building Planning Chapter 3 Occupancy Description Office Mixed Use: Yes ❑ No a If yes: Non -separated use NA Use Group Classification Construction Classification. Height and Area Limitations Use Group B Separated use NA Separate building NA B (Business): There is not change to the tenant seperation or the exterior enclosure. 2B (Existing Construction) Existing Building Means of Egress Occupant Load Existing New Construction Tota I Egress Width Stairway Corridors Egress Doors DRAWING INDEX Floor area / occupant Area i 100 Gross 4129 41 2,888 - 29 7,017 70 Width / Occupant 44" 44" 36" COVER SHEET CODE INFORMATION AND PROJECT INFORMATION ARCHITECTURAL D-100 DEMOLITION PLAN A-100 FLOOR PLAN, DOOR SCHEDULE, ELEVATIONS AND DETAILS A-200 REFLECTED CEILING PLAN A-300 FINISHES AND FURNITURE PLANS AND SCHEDULE A-400 WALL TYPES, DETAILS ADN INTERIOR ELEVATIONS MECHANICAL, ELECTRICAL, SPECIFICATIONS H-1 HVAC PLAN E-1 LIGHTING PLAN E-2 POWER PLAN SP -1 SPECIICATIONS DATA COMMUNICATIONS T -D-01 TELECOMM PACK LOCATIONS T -D-02 WIRELESS LAN SYSTEM LAYOUT T -E-01 CABLE ROOM LAYOUT T -G-01 COMMUNACATION CABLING DETAILS T -G-02 WIRELESS LAN DETAILS SECURITY (NOT IN BID) SE -A-0 LEGEND SE -A-04 4TH FLOOR ACCESS SE -D-01 TYPICAL LENEL DETAILS AN SYSTEM (NOT IN BID) 00-001 INDEX 00-002 SITE KEY PLAN AND NOTES 00-101 PROJECTOR MOUNTING DETAILS 00-102 PROJECTOR MOUNTING DETAILS 00-103 PROJECTOR SUPERSTRUCTURE DETAILS 00-104 CONDUIT DETAILS 01-201 A/V CONDUIT PLAN - ROOM 4-122 02-201 A/V CONDUIT PLAN - ROOM 4-120 PROJECT DIRECTORY TENANT: MICROSOFT CORPORATION 500 EAST 96TH STREET INDIANAPOLIS, IN 46240 ARCHITECT OF RECORD: MEYERS-WELSH ARCHITECTURE+DESIGN 22 EAST GAY ST, SUITE 301 COLUMBUS, OH 43215 TEL: (614) 221-9433 FAX: (614) 221-9441 ASSOCIATE ARCHITECT: DAVID PONTIA, AIA 6820 LAUFFER ROAD COLUMBUS, OH 43231 TEL: (614)296-8845 FAX: (614)884.0846 CONSULTING ENGINEER HEAPY ENGINEERING, LLC 5077 OLENTANGY RIVER ROAD COLUMBUS, OH 43214 TEL.(614)457-2696 DPA Devtd Pantie Arehitaoture and Planning C4�O I O,M Fowt l.N amnua, 0*143?M 1 614.714.2337 !ax V4.U04.9144n apcn11A*Cpaa1C jjtccturo.Coo1 H Z W 2W O win a. am Q z t F— �, W N .� M UJ REVISIONS DATE Al July 20, 2003 A A3 PROJECT TITLE � � ult Tenant Improvements 500 East 96th Street Indianapolis, Indiana 46240 SHEET TITLE SCALE AS NOTED DATE: July 3, 2003 PROJECT NUMBER. 2003-22 ," . r No U STATE Ui- /VD Atai �9,trcHIT F R E D R I C A. G O O D M A N A R C H IT E C T S 182 EAST LONG ST. SUITE 100 COLUMBUS, OHIO 43215 6 1 4-.-. 4 6 1 - 1 3 0 0 4 .� valP sit tai sty+� xt,� `' 1P PCLPN meyerswels.h' archlteeture+design 22 east gay street, suite 30' Columbus, Ohio 43215 t: 614.221.9433 f: 614.221.9441 CIN w 0 0 r i C