HomeMy WebLinkAbout8-2-2011_Spring Mill_Bid Set.pdf
Indicates existing wall to be removed in its entirety. Indicates existing door, frame and associated hardware to be removed in its entirety. see door schedule for items to be salvaged
and reused in other areas. 1. These demolition notes shall serve to aid the contractor in the evaluation of the extent of demolition; but shall not be held to be all inclusive. 2. Contractors
shall be responsible for all demolition required for the installation of new construction, whether or not it is specifically shown or noted in these documents. 3. Remove all damaged
gypsum board, or concrete from existing surfaces an repair to match adjacent construction. 4. Selective electrical, mechanical, and fireprotection demolition will result in various wall/floor/ceiling
openings. Contractor to repair these areas as necessary in accordance with specifications. 5. "Construction Limits" generally illustrate areas of demolition. Other work may be required
for demolition or replacement of the other systems including MEP above ceiling items. 6. All demolition material becomes the property of the contractor and is to be removed from hospital
property, in a legal manner. The owner reserves the right to claim items whether or not those items were specifically noted "to be relocated" or "to be returned to owner." 7. The contractor
is responsible for salvaging all items in good condition for owners re-use: lights, ceiling tiles, doors, windows, plumbing fixtures, toilet accessories, etc. 8. Refer to IU Health "Mandatory
Contractor's Orientation Requirements" (MCOR) for additional requirements. 9. Contractor to provide ten-day notice with owner-supplied forms for all system shut-downs to facilities.
Minimal exceptions will be amde in cases of emergency or schedule conflicts on an owner determined basis. 10. Contractors shall be responsible for providing, installing and maintaining
dust tight temporary construction barriers to all areas within the construction limit lines, during the construction process. locations shall be coordinated with the owner and architect.
11. Items shown in lighter pen weights are existing to remain. 12. Protect from demolition and reconstruction debris, all "Existing to Remain" fixtures and equipment required to remain
in plce during construction. 13. The contractor responsible for general demolition work shall coordinate any and all asbestos removal with the owner. All asbestos removal will be preformed
by a licensed asbestos removal contractor. this typically includes floor tile, tile mastic and pipe insulation. 1. Portions of the building shall be occupied during construction. Contractors
shall comply with the following life safety issues. Failure to list all life safety issues does not relieve the contractors from complying with federal, state and local codes, the contractural
agreement between the contractor and the owner,and the other governing bodies which have jursidiction on this project. The following are interim life safety code issues which are specific
to this project and must be addressed. A. Insure all exits provide free and unobstructed egress. B. Smoking shall be prohibited in all areas of the building. Campus is smoke free environment.
C. Develop and enforce storage, housekeeping and debris removal procedures that reduce the flammable and combustible fire load to the lowest level necessary for daily operations. D.
Secure all tools and construction materials during breaks and non-construction hours. E. IOSHA requires material safety data sheets (MSDS) for all materials being used or stored on this
project be made available to all workers on this jobsite. 2. The contractors shall be responsible for informing the owner in writing on a bi-weekly basis, the construction schedule for
the approaching two weeks construction period. Any storage materials access or egress problems, traffic flow or normal owner operations which are to be affected must be protected and/or
agreed upon by owner. All costs shall be incurred by the general contractor. 3. Any services which must be temporarily shut off must be coordinated with the owner. 4. All construction
areas, removal traffic pattern areas and associated work areas shall be kept clean of debris by the contractors daily. 5. Fire rated wall and ceiling penetrations must comply with E-814.
6. The general contractor shall provide all necessary fire treated wood blocking for all trades. Continuous blocking required for all wall hung shelving, casework, grab bars and handrails.
Brace walls with wall hung items to deck as by printed stud mfg. recommendations. 7. Dimensions are to face of stud or masonry, unless otherwise noted. 8. Existing surfaces shall be
prepared to accept new finishes, per finish material manufacturer recommendations. This preperation of substrate shall be the responsibility of the particular finish contractor. If no
preperation work is done to surfaces, the contractor accepts the conditions as they are, and is responsible for the performance of the material. 9. "Construction Limits" generally illustrate
areas of new construction. Other work may be required for demolition or replacement of the other systems including the MEP. 10. Contractor to provide ten-day notice with owner-supplied
forms for all system shut-downs to facilities. Minimal exceptions will be made in cases of emergency or schedule conflicts on an owner-determined basis. ALIGN ALL CEILING AND BULKHEAD
REVEALS, CONTROL OR SEISMIC JOINTS WITH THE ADJACENT REVEAL, CONTROL OR SEISMIC JOINTS IN WALLS INDICATED ON ELEVATIONS. ALL CEILING AND BULKHEAD HEIGHTS INDICATED ARE TO FINISHED FACE
OF GYPSUM BOARD OR TO THE BOTTOM FACE OF ACOUSTICAL CEILING TILE PAD, UNLESS NOTED OTHERWISE. CEILING CONTRACTOR TO PROVIDE ALL CEILING GRID TO SUPPORT HVAC SUPPLY DIFFUSERS AND RETURN
GRILLS. DEVICES OTHER THAN LIGHTING AND DIFFUSERS ARE SHOW IN APPROXIMATE LOCATIONS, FINAL LOCATION TO BE COORDINATED WITH ALL TRADES AND ARCHITECT. AT LOCATIONS WHERE GYPSUM BOARD CEILINGS
ARE INDICATED, THE CONTRACTOR HAS THE OPTION TO USE LIGHT GAGE METAL FRAMING OR SUSPENDED GYPSUM BOARD GRID UNLESS OTHERWISE DETAILED. THE CONTRACTOR WILL COORDINATE ANY MODIFICATIONS
WITH THE OTHER TRADES ON THE PROJECT. THE CEILING CONTRACTOR'S FINAL MEANS AND METHODS WILL NOT CONFLICT WITH THE WORK OF OTHERS OR THE INTENT OF THESE DOCUMENTS. THESE NOTES APPLY TO
ALL CONSTRUCTION DRAWINGS AND TO ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING. WHERE EXISTING SUSPENDED ACOUSTICAL CEILINGS ARE SCHEDULED TO REMAIN, CUT AND PREP
THE CEILING GRID IN PREPARATION FOR REPAIRING. SALVAGE ENOUGH CEILING PADS FOR RECONSTRUCTION. STORE AND PROTECT ALL MATERIALS. USE NEW MATCHING MATERIALS FOR RECONSTRUCTION AS REQUIRED.
SEE THE ROOM FINISH SCHEDULE FOR ADDITIONAL COMMENTS REGARDING MATERIALS AND FINISHES. THE DESIGNATION 'CJ' INDICATES GYPSUM BOARD CONTROL JOINTS. WHERE INDICATED PROVIDE USG #093 ZINC
CONTROL TYPICAL. INSTALL JOINT THROUGH THE FULL EXTENTS OF ANY GYPSUM CEILING OR BULKHEAD. WHERE THE GYPSUM CEILING COMPONENT MEETS A GYPSUM WALL, EXTEND THE CONTROL JOINT DOWN TO THE
FLOOR TYPICAL. THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL ALL SUPPLEMENTAL AND/OR MISCELLANEOUS STEEL FRAMING AS REQUIRED BY THEMSELVES OR BY THEIR SUBCONTRACTORS FOR THE INSTALLATION
OF THE EQUIPMENT SCHEDULED AND SPECIFIED. NOT ALL OF THE REQUIRED SUPPORT STEEL MAY BE DETAILED OR CALLED OUT FOR IN THESE DOCUMENTS. COORDINATE ALL REQUIREMENTS WITH THE SPECIFICATIONS,
EQUIPMENT SUPPLIERS AND SUBCONTRACTORS. THERE WILL BE NO CHANGE ORDERS TO THE PROJECT FOR SUPPLEMENTAL STEEL WHERE OMISSIONS MAY OCCUR IN THE BIDDING DOCUMENTS. ROOM NAME 101 1 A101
SIM 1t 1 A 101A A101 1 SIM DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER XX SHEET NUMBER DETAIL NUMBER NEW DOOR AND FRAME SPECIFIC CONSTRUCTION NOTES ROOM NAME AND NUMBER ELEVATION
SYMBOL PLAN DETAIL NEW COLUMN LINE EXISTING COLUMN LINE SECTION PARTITION TYPE WINDOW ELEVATION SYMBOL TOILET ACCESSORY 1 SPECIFIC DEMOLITION NOTES x /Xx.x 3.15iA Architectural: Nick
Slater Kyle Hardie MSKTD & Associates 317.917.1190 MEP: Bill Stacey Ed Flake Vector Consulting 317.632.4444 1.5B EXTEND DECK ABOVE 5/8" GYPSUM BOARD (BOTH BOTH SIDES) 3 1/2" SOUND ATTENUATION
BLANKET 3 5/8" 20 GA. METAL STUD FRAMING (@16" o.c.) 1.5C 1 HOUR FIRE RATED RATING PRIORITY 3 HOUR WALL 2 HOUR WALL 1 HOUR WALL SMOKE PARTITION NON RATED PARTITION 12345 HIGHER PRIORITY
PARTITION GYPSUM BOARD CONTINUES THROUGH STUD CAVITY OF LOWER PRIORITY WALL LOWER PRIORITY PARTITION (LOWER NUMBER, HIGHER PRIORI TY) DAVID ARCHI TECTREGISTERED AR10500075 STATE OF I
I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE CERTIFICATION The concepts, ideas, designs, plans, and details as shown on this document are the sole
property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used
by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information
and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190
fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN 8/2/2011 12:08:12 PM 200 West 103rd Street, Indianapolis, Indiana 46290 T1.1 5753 8-2-11 Spring Mill Surgery
Center Renovation Title Sheet Health Venture Management General Demolition Notes General Construction Notes General Ceiling Plan Notes Contacts Graphic Symbols Partition Types Health
Venture Management 200 West 103rd Street, Indianapolis, Indiana 46290 Spring Mill Surgery Center Renovation Architectural E0.1 Electrical Symbols and Abbreviations E1.1 Second Floor
Electrical Demolition Plan E2.1 Second Floor Lighting Plan E2.2 Second Floor Power and Systems Plan E6.1 Electrical Schedules and Details P0.1 Plumbing Symbols and Abbreviations P1.1
First Floor Plumbing Demolition Plan P1.2 Second Floor Plumbing Demolition Plan P2.1 First Floor Plumbing Plan P2.2 Second Floor Plumbing Plan H1.1 Second Floor HVAC Demolition Plan
H2.1 Second Floor HVAC Plan T1.1 Title Sheet A0.1 Life Safety Plan A1.2 Second Floor Demo Plan A2.2 Second Floor Plan A7.1 Door and Room Finish Schedule and Misc. Details A9.2 Second
Floor Reflected Ceiling Plan A10.1 Casework Elevations Rated Wall Priority Mechanical Plumbing Electrical ALL WALL CONSTRUSTION IS TYPE 1.5B UNLESS NOTED OTHERWISE. Revisions: Date:
By:
REF. REF. 12345 J I H G F E D C B A 602 SF FAN ROOM 264 142 SF EQUIPMENT STORAGE 220 242 SF SUPPLY STORAGE 221 215 SF DECONTAMINATION 236 268 SF CENTRAL STERILE 233 159 SF SOILED UTILITY
230 47 SF STEAM GEN. 232 12 SF JAN 234 323 SF CLEAN STORAGE 239 226 SF PROCESS ROOM 255 71 SF ELEVATOR 2 670 SF STORAGE 287 SMOKE COMPARTMENT "B" 7,020 SQ. FT. SMOKE COMPARTMENT "A"
13,080 SQ. FT. 7/A7.1 6/A7.1 CODES Indiana State Department of Health 2008 Indiana Building Code 675-IAC Administrative Rules675-IAC-12 Indiana Building Code 675-IAC-13 (2006 International
Building Code -Amended) Plumbing Code 675-IAC-16 (2006 Uniform Plumbing Code -Amended) Electrical Code 675-IAC-17 (2005 National Electric Code -Amended) Mechanical Code 675-IAC-18 (2006
National Mechanical Code -Amended) Energy Conservation 675-IAC-19 (2009 International Energy Conservation Code) Fire Prevention 675-IAC-22 (2006 International Fire Code -Amended) Occupancy
Classification: Group I-2 IBC sec. 304.1 Construction Type: IBC -VA NFPA 220 -V111 Structural Frame: 1 HR Fire Resistant Bearing Walls: Interior 1 HR Fire Resistant Exterior 1 HR Fire
Resistant Non Bearing Walls: 0 HR Roof: 1 HR Assembly Floor: 1 HR Shafts: 1 HR Sprinklers: Fully Sprinkled Dry Pipe all areas 1-HOUR RATED FIRE WALL (Hazardous Rooms) 1-HOUR RATED SMOKE
BARRIER WALL (Area Separation) 2-HOUR RATED FIRE WALL (Building Separation) DAVID ARCHI TECTREG ISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER DATE
SHEET NUMBER SHEET TITLE CERTIFICATION The concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever,
without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX
WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING
INTERIOR DESIGN 8/2/2011 12:07:59 PM 200 West 103rd Street, Indianapolis, Indiana 46290 A0.1 5753 8-2-11 Spring Mill Surgery Center Renovation Life Safety Plan Health Venture Management
1/8" = 1'-0" Second Floor Life Safety Plan Life Safety Code Review Revisions: Date: By:
REF. REF. 12 11 12345 J I H G F E D C B A 17 16 13 12 1 5 5 4 10 5 1 14 8 22 1 1 2 3 2 7 22 21 3 9 2 2 11 19 12 3 3 1 1 1 CONSULT 2 #1 CONSULT #2 REGIST #4 REGIST #3 REGIST #2 REGIST
#1 LASER ROOM STAFF LOUNGE DECONTAMINATION INSTRUMENT STORAGE CENTRAL STERILE SOILED WORK STEAM GENERATOR RECEPTION TANK STORAGE VACUUM PUMP ELEVATOR #2 FAN ROOM MECHANICAL PROCEDURE
ROOM #4 (247 sf) PROCEDURE ROOM #1 PROCEDURE ROOM #3 PROCEDURE ROOM #2 WOMEN'S LOCKER RM MEN'S LOCKER RM OR #4 TYPE C OR #3 TYPE C OR #1 TYPE C OR #2 TYPE C SUB STERILE SUB STERILE SUB
STERILE MED ROOM PROCESS ROOM 18 14 10 9876 PATIENT RECOVERY WORK STATION TOILET TOILET LINEN MED ROOM WORK STATION OFFICE OFFICE ADA TOILET TOILET LINEN PRE/POST PRE/POST PRE/POST PRE/POST
PRE/POST PRE/POST PRE/POST PRE/POST EQUIPMENT STORAGE PRE/POST GI SCHEDULE CODE STORAGE PRE/POST BIO HAZARD STORAGE WAITING ROOM CLEAN SUPPLY OFFICE WAITING ROOM DICTATION 11 11 14 15
16 17 15 13 18 27' -0 1/4" PHASE 2 PHASE 1A PHASE 1B PHASE 3 19 20 20 20 20 4 4 4 6 6 6 6 6 6 23 6 23 23 23 24 27 25 26 27 24 2425 24 24 26 19 1. UPPER CABINETS IN (OFFICE 231) TO BE
PRESERVED AND TURNED OVER TO OWNER FOR REUSE. 2. WHERE DEMOLITION IS TO TAKE PLACE PATCH AND REPAIR SURFACE AS REQUIRED TO RECEIVE NEW FINISHES. 3. SEE MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR EXTENT OF DEMOLITION. DAVID ARCHI TECTREG ISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE CERTIFICATION The
concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent
of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice
260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN 8/2/2011 12:08:01
PM 200 West 103rd Street, Indianapolis, Indiana 46290 A1.2 5753 8-2-11 Spring Mill Surgery Center Renovation Second Floor Demo Plan Health Venture Management 1/8" = 1'-0" Second Floor
Demolition Plan Specific Demolition Notes 1 REMOVE EXISTING WALL IN ITS ENTIRETY. 2 REMOVE EXISTING DOOR AND FRAME IN THEIR ENTIRETY. 3 REMOVE PORTION OF WALL TO ACCOMMODATE INSTALLATION
OF NEW DOOR, SEE DOOR SCHEDULE FOR SIZE AND TYPE, SEE FLOOR PLAN FOR LOCATION. INSTALL NECESSARY FRAMING TO COMPLETE DOOR OPENING. 4 REMOVE EXISTING COUNTER TOP. 5 REMOVE AND PRESERVE
EXISTING UPPER CABINETS FOR REINSTALLATION. 6 (INFECTIOUS CONTROL.) CONSTRUCTION AND DUST SEPARATION WALL. 6" METAL STUD w/5/8" VINYL FACED GYPSUM BOARD AND SOUND ATTENUATION BLANKET.
EXTEND TO CEILING. TAPE SEAMS. REFER TO IU HEALTH MANDITORY CONTRACTOR'S ORIENTATION REQUIREMENTS IN THE SPECIFICATION SECTION. MAINTAIN A MINIMUM OF 5'-0" AT EXISTING CORRIDORS AND
OWNER OCCUPIED SPACES FOR EGRESS. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND DETERMINING WALL LOCATIONS AND NUMBER AND SIZE OF CONSTRUCTION DOORS WITHIN SEPARATION WALL. REFINISH FLOOR
AND WALLS AS NEEDED AFTER REMOVAL OF WALLS. 7 REMOVE EXISTING SHOWER INSERT AND CAP EXISTING PLUMBING. SEE MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 8 REMOVE EXISTING SLIDING DOOR AND
FRAME IN THEIR ENTIRETY. 9 RELOCATE REFRIGERATOR AS SHOWN ON A2.2 FLOOR PLAN. 10 REMOVE AND PRESERVE HAND SINK AND EYE WASH STATION FOR REINSTALLATION. 11 REMOVE AND PRESERVE EXISTING
CURTAIN TRACK. 12 REMOVE AND SALVAGE FLOOR TRACK FOR MOVABLE SHELVES, TURN OVER TO OWNER. 13 REMOVE AND PRESERVE HAND SINK AND PLUMBING FOR REINSTALLATION. 14 REMOVE EXISTING HOOK STRIP.
15 REMOVE EXISTING MIRROR. 16 PATCH AND REPAIR EXISTING FLOOR TO RECEIVE NEW FINISHES. 17 PATCH AND REPAIR BULKHEAD AFTER REMOVAL OF EXISTING WOOD LOCKERS. 18 REMOVE AND PRESERVE DEIONIZED
WATER SYSTEM FOR REINSTALLATION. SEE MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 19 REMOVE PORTION OF EXISTING COUNTERTOP, UPPER CABINETS AND BASE CABINET. 20 REMOVE EXISTING BULKHEAD
AND PATCH WALL TO RECEIVE NEW FINISHES. INSTALL NEW LAY-IN CEILING TO MATCH ADJACENT. REMOVE AND PROTECT PORTIONS OF LAY-IN CEILING AS NEEDED. 21 PRESERVE EXISTING WOOD LOCKERS AND BENCH,
ADD SHOE CUBBIES UNDER THE EXISTING BENCH. REMOVAL OF LOCKERS AND BENCH MAY BE REQUIRED TO COMPLETE THE INSTALLATION OF THE SHOE CUBBIES. SEE A10.1 FOR DETAILS. 22 REMOVE AND PRESERVE
EXISTING WOOD LOCKERS AND BENCH FOR REINSTALLATION. 23 REMOVE AND PROTECT PORTIONS OF LAY-IN CEILING AS NEEDED FOR NEW WALL CONSTRUCTION. REINSTALL GRID AND TILES AFTER COMPLETION. 24
REMOVE EXISTING FLOORING. PREP SURFACE TO RECEIVE NEW FINISHES. 25 REMOVE AND PROTECT PORTIONS OF LAY-IN CEILING AS NEEDED FOR NEW BULKHEAD CONSTRUCTION. REINSTALL GRID AND TILES AFTER
COMPLETION. 26 REMOVE EXISTING BULKHEAD. 27 REMOVE EXISTING LAY-IN CEILING. REPLACE AS SHOWN ON DRAWING A9.2 General Plan Notes Revisions: Date: By:
REF. REF. 210 211 287 240A 240B 18 1716 15 14 10 9876 PHASE 2 PHASE 1A PHASE 1B PHASE 3 231 212 29' -7 3/4" 19' -8 3/4" 29' -2" 12345 J I H G F E D C B A STAFF LOUNGE 242 OFFICE WORK
219 WOMEN'S LOCKER RM 240 STORAGE 287OFFICE LASER ROOM 212 231 WAITING 202 CONSULT #3 211 DECONTAMINATION 236 WORK SPACE 210 13 12 11 4 11 1.5B 1.5C 1.5C 3 1.5C 5 288 6 4 42 4 2 3/A10.1
2/A10.1 1/A10.1 CORRIDOR 201 STAIR 2 CONSULT #1 203 CONSULT #2 204 REG 1 206 REG 2 207 REG 3 208 CORRIDOR 205 RECEPT 209 1 1 1 10' -7 1/2" 10' -1 3/4" 6' -4 1/2" CORRIDOR 213 JAN 214
TANK STORAGE 216 VAC PUMP 215 FAN ROOM 264CORRIDOR 265 BIO HAZARD 218 MECHANICAL 262 STAIR 3 CORRIDOR 217 ELEVATOR 2 EQUIPMENT STORAGE SUPPLY 220 STORAGE 221 PRE/POST OP ROOM 222 PRE/POST
OP ROOM 223 PRE/POST OP ROOM 224 PRE/POST OP ROOM 225 PRE/POST OP ROOM 226 PRE/POST OP ROOM 227 CORRIDOR 266 NURSE MANAGER 267 CHILD RECOVERY 263 WORK STATION 268 MED ROOM 269 TOILET
270 TOILET 271 LINEN 272 WORK STATION 273 PATIENT RECOVERY 274 PATIENT ROOM 275 ADA TOILET 276 TOILET 277 LINEN 278 CORRIDOR 279 PRE/POST OP ROOM 260 PRE/POST OP ROOM 261 CORRIDOR 280
CORRIDOR 283 PROCEDURE ROOM 281 PROCEDURE ROOM 282 PROCEDURE ROOM 284 PROCEDURE ROOM 285 CORRIDOR 286 CORRIDOR 251 SUB STERILE 250 OR #3 TYPE C 249 OR #4 TYPE C 248 SUB STERILE 247 WORK
AREA 246 OR #1 TYPE C 245 OR #2 TYPE C 252 MEDS ROOM 253 SUB STERILE 254 PROCESS ROOM 255 PRE/POST OP ROOM 258 PRE/POST OP ROOM 259 STORAGE 256 STORAGE 257 CORRIDOR 229 CORRIDOR 228
CORRIDOR 235 SOILED UTILITY 230 STEAM GEN. 232 CENTRAL STERILE 233 JAN 234 CORRIDOR 237 CLEAN STORAGE 239 MEN'S LOCKER ROOM 244 CORRIDOR 243 CORRIDOR 238 289 290 9' -4 1/2" 7 4/A10.1
8 1 A7.1 8 1 A7.1 9 1 1 9 1 1 RECOVERY 290 RECOVERY 289 RECOVERY 288 13' -11 1/4" 1.5C 1.5C 1.5B 60.00° 8' -8 1/2" 5' -2 1/2" 1.5C 12 1 10 10 10 10 11 97 SF CORRIDOR 213A 6/A7.1 1. ALL
NEW WALL CONSTRUCTION IS PARTITION TYPE 1.5B UNLESS NOTED OTHERWISE. REFER TO SHEET A0.1 FOR ALL PARTITION TYPES. 2. ALL DIMENSIONS ARE FROM FACE OF METAL STUD OR FROM FACE OF EXISTING
WALL SURFACE UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, INTERIOR WALLS SHOWN IN GREY ARE EXISTING TO REMAIN. 4. ALL EXISTING WALLS THAT ARE TO REMAIN INTACT SHALL BE PATCHED
AS NECESSARY TO MATCH EXISTING CONDITIONS. PATCHING WILL BE REQUIRED WHERE WALL DEMOLITION HAS OCCURRED, WHERE MECHANICAL OR ELECTRICAL EQUIPMENT HAS BEEN REMOVED OR WHERE FINISHES HAVE
BEEN REPLACED. 5. REFER TO MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 6. REFER TO SPECIFIC REMARKS ON SHEET A7.1 FOR VINYL WALL PROTECTION LOCATIONS. 7. REFER TO A7.1 FOR ROOM FINISH
SCHEDULE. DAVID ARCHI TECTREG ISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE CERTIFICATION The concepts, ideas, designs,
plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific project. None of the
concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402
930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN 8/2/2011 12:08:03 PM 200 West 103rd Street,
Indianapolis, Indiana 46290 A2.2 5753 8-2-11 Spring Mill Surgery Center Renovation Second Floor Plan Health Venture Management 1/8" = 1'-0" Second Floor Plan General Plan Notes Specific
Plan Notes 1 NEW WALL CONSTRUCTION TO BE FLUSH WITH EXISTING WALL CONSTRUCTION. 2 REINSTALL SALVAGED UPPER CABINETS FROM DEMOLITION, PHASE 1B. 3 REINSTALL EXISTING SINK IN NEW COUNTERTOP.
SEE FINISH SCHEDULE FOR COLOR AND MATERIAL. 4 NEW COUNTERTOP. SEE FINISH SCHEDULE FOR COLOR. 5 REINSTALL HAND SINK AND EYE WASH STATION. 6 REINSTALL DIONIZED WATER SYSTEM. SEE MEP DRAWINGS
FOR REQUIREMENTS. 7 PROVIDE FULL HEIGHT ADJUSTABLE KNAPE AND VOGT HEAVY-DUTY BRACKETS AND SUPPORTS. PROVIDE 5 ROWS OF 14" DEEP MELAMINE SHELVING. 8 REINSTALL LOCKERS SALVAGED FROM DEMOLITION
IN NEW CONFIGURATION SHOWN WITH THE ADDITION OF SHOE CUBBIES UNDER THE BENCH. WHERE NEW LOCKERS ARE REQUIRED SUPPLY NEW LOCKERS TO MATCH EXISTING LOCKERS. SEE A10.1 FOR DETAILS. 9 EXISTING
CABINETS AND STAINLESS STEEL COUNTERTOP TO BE REMOVED AND RELOCATED AS SHOWN. 10 INFILL WALL, FLOOR, AND CEILING. INFILL TO BE FLUSH AND LEVEL WITH EXISTING ADJACENT CONSTRUCTION. PREPARE
TO RECEIVE NEW FINISHES. 11 PROVIDE ADJUSTABLE KNAPE AND VOGT HEAVY-DUTY BRACKETS AND SUPPORTS. PROVIDE 1 ROW OF 14" DEEP MELAMINE SHELVING. 12 REPAIR CASWORK TO PROVIDE FINISHED CONDITION.
Revisions: Date: By:
F F-1 FG 4" 4" 8" 4" SG BI-FOLD SWING & SLIDING 1 2 3 DOOR HEIGHT 2" 2" DOOR WIDTH 2" DOOR HEIGHT 2" 2" DOOR WIDTH 2" DOOR HEIGHT 2" 2" DOOR WIDTH 2 3/4" DOUBLE EGRESS 4 BI-FOLD SWING
& SLIDING (ALUMINUM) PACKAGE WIDTH 8' -0" PACKAGE HEIGHT 7' -4" ROUGH OPENING 97" x 88 1/2" 1. MATCH EXISTING DOOR STYLE AND COLOR. 2. MATCH EXISTING DOOR HARDWARE. 3. TORMAX SERIES
TX9600TL (4 PANEL) TRACKLESS MANUAL SLIDING DOOR WITH BREAK AWAY AND POSITIVE LATCHING HARDWARE. FLOORS CARPET CPT-1 -BROADLOOM TO MATCH EXISTING (ALLOW $30.00/YD. INSTALLED) CERAMIC
TILE CT-1 -DALTILE "AV51 ALTA VISTA SUNSET GOLD" WITH EPOXY GROUT VINYL TILE VCT-1 -MANNINGTON COMMERCIAL "123 WHEAT" EXISTING EXT-1 -EXISTING TO REMAIN BASERUBBER BASE RB-1 -ROPPE BASE
TO MATCH EXISTING EXISTING EXT-1 -EXISTING TO REMAIN WALLS PAINTPT-1 -BENJAMIN MOORE "OC-14 NATURAL CREAM" PT-2 -BENJAMIN MOORE "2127-40 WOLF GRAY" PT-3 -BENJAMIN MOORE EPOXY "OC-14
NATURAL CREAM" PT-4 -BENJAMIN MOORE EPOXY "2127-40 WOLF GRAY" VINYL WALL COVERING VWC-1 -MATCH EXISTING EXISTING EXT-1 -EXISTING TO REMAIN CEILINGS ACOUSTIC TILE ACT-1 -TEGULAR TILE
TO MATCH EXISTING GYPSUM BOARD GYB-1 -PAINT GYPBOARD CEILING AND BULKHEADS LESS THAN 3" FLAT WHITE EXISTING EXT-1 -EXISTING TO REMAIN CASEWORK COUNTER TOPS PLC-1 -ARBORITE LAMINATE "P
980 CA URBAN TOPOGRAPHY" CABINETRY/SHELVING PL-1 -PIONITE LAMINTE "WC411 SUEDE YORKSHIRE CHERRY" (SEE FINISH SCHEDULE FOR LOCATION) 1. ADJUST CEILING GRID AS REQUIRED. SEE MEP DRAWINGS
FOR MECHANICAL AND ELECTRICAL REQUIREMENTS. 2. INSTALL WAINSCOT OF RIGID VINYL WALL SHEETING TO MATCH EXISTING. 3. NEW CARPET TO MATCH EXISTING IN COLOR, PATERN, MATERIAL AND PILE. 4.
PROVIDE EPOXY PAINT AND VINYL WALL PROTECTION TO MATCH EXISTING. REFER TO PARTITION TYPE FOR WALL CONSTRUCTION DOUBLE 3 5/8" METAL STUD FRAMING DOOR FRAME SEE SCHEDULE FOR TYPE DOOR
LEAF SEE SCHEDULE FOR TYPE SEALANT BOTH SIDES REFER TO PARTITION TYPE FOR WALL CONSTRUCTION DOUBLE 6" METAL STUD FRAMING DOOR FRAME SEE SCHEDULE FOR TYPE DOOR LEAF SEE SCHEDULE FOR TYPE
SEALANT BOTH SIDES REFER TO PARTITION TYPE FOR WALL CONSTRUCTION DOUBLE 3 5/8" METAL STUD FRAMING DOOR FRAME SEE SCHEDULE FOR TYPE DOOR LEAF SEE SCHEDULE FOR TYPE SEALANT BOTH SIDES
(APPLICABLE THROUGHOUT ALL AREAS OF CONSTRUCTION) A. FOR ALL FLOORING MATERIALS INSTALLED ON GRADE OR BELOW GRADE: THE FLOORING CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE IN THEIR BID
PRICES ALL REQUIRED MATERIALS AND LABOR FOR A COMPLETE INSTALLATION THAT MEETS THE MANUFACTURER'S TOTAL SYSTEM PERFORMANCE. THIS INCLUDES ALL PREP MATERIALS AND LABOR REQUIRED TO MEET
MANUFACTURER'S WRITTEN SPECIFICATIONS FOR MOISTURE, PH, SMOOTHNESS OR LEVELNESS OR CLEANLINESS OF NEW OR EXISTING SUBSTRATES, ETC. THIS INSTALLATION SHALL INCLUDE THE MANUFACTURER'S
SPECIFIED ADHESIVES, SEALERS, ETC. B. PAINT ALL HOLLOW METAL DOORS, WINDOW FRAMES, AND DOOR FRAMES PT-1, SEMI-GLOSS. C. GROUT TO BE EPOXY, COLOR BY ARCHITECT D. COLUMNS TO BE PAINTED
PT-1. E. ALL OUTSIDE DRYWALL CORNERS TO RECEIVE FULL HEIGHT HIGH IMPACT CORNER GUARDS (2" FLANGE) EQUAL TO INPRO CORPORATION BLU-NOSE NOSE CORNERGUARDS. COLOR BY ARCHITECT. F. PATCH
AND MATCH ALL FINISHES DUE TO CONSTRUCTION. G. SEE REFLECTED CEILING PLAN AND DETAILS FOR LOCATION AND HEIGHT OF CEILINGS. H. EVERY TRANSITIONS BETWEEN FLOORING MATERIALS TO BE FLUSH.
IT IS FLOORING CONTRACTOR'S RESPONSIBILITY TO LEVEL SUBSTRATE AS NECESSARY FOR MATERIALS TO TRANSITION AT LEVEL HEIGHT, INCLUDING GRINDING OR BUILDING UP OF CONCRETE. ALL TRANSITION
STRIPS TO BE STAINLESS STEEL EQUAL TO SCHLUTER SYSTEMS AND MUST MEET ADA; ALL PROFILES TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. TRANSITION STRIPS ARE UNNECESSARY BETWEEN LIKE
MATERIALS (CARPET TO CARPET, LINOLEUM TO VINYL, ETC). I. PAINT VENTS, DIFFUSERS, ELECTRICAL PANELS, FIRE CABINETS (UNLESS THEY ARE NATURAL ALUMINUM OR STAINLESS STEEL), ETC. TO MATCH
WALL COLOR. (APPLICABLE THROUGHOUT ALL AREAS OF CONSTRUCTION) REFER TO PARTITION TYPES FOR WALL CONSTRUCTION DOUBLE 6" METAL STUD FRAMING 2x WOOD BLOCKING DOOR ASSEMBLY EQUAL TO TORMAX
TX9630TL MANUAL INTENSIVE CARE UNIT, INSIDE TRACKLESS REFER TO PARTITION TYPES FOR WALL CONSTRUCTION DOUBLE 3 5/8" MTL. STUD FRAMING 2x WOOD BLOCKING DOOR ASSEMBLY EQUAL TO TORMAX TX9630TL
MANUAL INTENSIVE CARE UNIT, INSIDE TRACKLESS PACKAGE OPENING 8'-0" A. 1/4" FULLY TEMPERED CLEAR GLASS EXISTING CABINET CONFIGURATION GYPSUM BOARD BULKHEAD EXISTING STAINLESS STEEL COUNTERTOP
FILLER PANEL (PL-1) 2' -6" 2' -6" 2' -6" 1' -11 1/2" 9' -5 1/2" 3' -0" 2' -0" 2' -6" 1' -6" 3 G F 6/A10.1 7/A10.1 8/A10.1 9/A10.1 8' -3 1/4" 2' -1" 7' -8" WOMEN'S LOCKER RM 240 10/A10.1
1 2 1 3 4 5 6 7 13 13 3 E 5/A10.1 2' -8" EQ EQ EQ 3' -0 3/4" DECONTAMINATION 236 WORK SPACE 210 7/A7.1 PASS-THRU INSTRUMENT WASHER SONIC 8 9 10 11 12 ALIGN 3' -0" 2' -0" 2' -6" 7' -6"
4' -0" GYPSUM BOARD BULKHEAD UPPER CABINET (PL-1) BASE CABINET (PL-1) COUNTERTOP (PCL-1) BACKSPLASH (PCL-1) DAVID ARCHI TECTREG ISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH
LO AS COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE CERTIFICATION The concepts, ideas, designs, plans, and details as shown on this document document are the sole property of MSKTD
& Associates, Inc., and were created, developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person,
firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference
in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax
260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN 8/2/2011 12:08:05 PM 200 West
103rd Street, Indianapolis, Indiana 46290 A7.1 5753 8-2-11 Spring Mill Surgery Center Renovation Door and Room Finish Schedule and Misc. Details Health Venture Management DOOR AND OPENING
SCHEDULE Opening No. Door Frame Details Label Door Glass Power Req'd Hdw Size Mat. Ele. Mat. Ele. Head Jamb Sill . Set Remarks 210 3'-0" x 7'-0" x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2
211 3'-0" x 7'-0" x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2 212 3'-0" x 7'-0" x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2 231 3'-0" x 7'-0" x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2 240A 3'-0" x 7'-0"
x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2 240B 3'-0" x 7'-0" x 1 3/4" SCWD F HM 1 1 3 ----No 1, 2 287 (2) 3'-0" x 7'-0" x 1 3/4" SCWD F-1 HM 2 2 3 --45 MIN No 1, 2 288 (4) 2'-0" x 7'-0" x
2" ALUM SG ALUM 4 4 5 ----A 3 289 4'-0" x 7'-0" x 1 3/4" ALUM FG ALUM 1 2 3 ----A No 290 4'-0" x 7'-0" x 1 3/4" ALUM FG ALUM 1 2 3 ----A No Door Elevations Frame Elevations Remarks ROOM
FINISH SCHEDULE Room No. Name Floor Base Walls Ceiling Type (see RCP for N E S W heights) Remarks 202 WAITING EXT-1 RB-1 PT-1 EXT-1 EXT-1 EXT-1 EXT-1 205 CORRIDOR EXT-1 RB-1 EXT-1 PT-1
EXT-1 EXT-1 EXT-1 210 WORK SPACE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 1, 3 211 CONSULT #3 EXT-1 RB-1 EXT-1 PT-1 EXT-1 EXT-1 EXT-1 212 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 3 213
CORRIDOR EXT-1 RB-1 EXT-1 EXT-1 PT-1 PT-1 ACT-1, EXT-1 213A CORRIDOR CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1, GYB-1 1, 3, 219 OFFICE WORK CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 EXT-1 3 231 LASER
ROOM VCT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 236 DECONTAMINATION EXT-1 RB-1 EXT-1 EXT-1 EXT-1 PT-3 EXT-1 1, 4 238 CORRIDOR EXT-1 RB-1 EXT-1 EXT-1 EXT-1 PT-1 EXT-1 240 WOMEN'S LOCKER RM
CT-1 RB-1 PT-1 PT-1 PT-1 PT-1 EXT-1, ACT-1 1, 242 STAFF LOUNGE VCT-1 RB-1 PT-1 PT-1 PT-1 PT-1 EXT-1, ACT-1 1, 243 CORRIDOR EXT-1 RB-1 EXT-1 EXT-1 EXT-1 PT-1 ACT-1 274 PATIENT RECOVERY
EXT-1 RB-1 PT-4 PT-4 PT-4 PT-4 EXT-1 2, 4 287 STORAGE VCT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 288 RECOVERY EXT-1 RB-1 PT-4 EXT-1 PT-4 PT-4 EXT-1 1, 2, 4 289 RECOVERY EXT-1 RB-1 PT-4 EXT-1
EXT-1 PT-4 EXT-1 1, 2, 4 290 RECOVERY EXT-1 RB-1 PT-4 PT-4 EXT-1 EXT-1 EXT-1 1, 2, 4 Color Legend Specific Remarks 1 1/2" = 1'-0" 1 Door Head Detail 1 1/2" = 1'-0" 2 Door Head Detail
1 1/2" = 1'-0" 3 Door Jamb Detail General Remarks 1 1/2" = 1'-0" 4 Door Head Detail 1 1/2" = 1'-0" 5 Door Jamb Detail Glazing Schedule 1/2" = 1'-0" 7 Casework Elevation 1/4" = 1'-0"
8 Enlarged Plan 1/4" = 1'-0" 9 Enlarged Plan Enlarged Plan Notes 1 (28) EXISTING HALF HEIGHT LOCKERS TO BE RELOCATED WITHIN WOMEN'S LOCKER ROOM 240 IN NEW CONFIGURATION SHOWN WITH THE
ADDITION OF SHOE CUBBIES UNDER THE BENCH. 2 COAT HOOK. 3 (4) NEW HALF HEIGHT LOCKERS TO MATCH ADJACENT. SEE A10.1 FOR DETAILS. 4 (18) PURSE LOCKERS TO MATCH CONSTRUCTION TYPE AND FINISH
OF EXISTING LOCKERS. 5 PROVIDE FULL HEIGHT ADJUSTABLE KNAPE AND VOGT HEAVY-DUTY BRACKETS AND SUPPORTS. PROVIDE 5 ROWS OF 14" DEEP MELAMINE SHELVING. 6 PROVIDE NEW SHOE CUBBIES UNDER
EXISTING BENCH. REMOVAL AND PROTECTION OF LOCKERS AND BENCH MAY BE REQUIRED TO COMPLETE CONSTRUCTION. 7 PROVIDE NEW 18" DEEP MELAMINE SHELF WITH SUPPORTS AND COAT ROD. 8 NEW COUNTERTOP.
SEE FINISH SCHEDULE FOR COLOR. 9 PROVIDE ADJUSTABLE KNAPE AND VOGT HEAVY-DUTY BRACKETS AND SUPPORTS. PROVIDE 1 ROW OF 14" DEEP MELAMINE SHELVING. 10 REINSTALL DIONIZED WATER SYSTEM.
SEE MEP DRAWINGS FOR REQUIREMENTS. 11 REINSTALL HAND SINK AND EYE WASH STATION. SEE MEP DRAWINGS FOR REQUIREMENTS. 12 EXISTING CASEWORK TO BE RELOCATED WITHIN ROOM. ADJUST CASEWORK AS
REQUIRED FOR NEW SPACE. IF NEW CASEWORK IS REQUIRED MATCHING EXISTING. 13 PROVIDE LAMINATE PL-1 TO INFLILL AREA BETWEEN LAMINATE LOCKERS. DECONTAMINATION RM 236 REFER TO DRAWING A10.1
FOR CASEWORK NOTES 1/2" = 1'-0" 6 Casework Elevation Revisions: Date: By:
12345 J I H G F E D C B A WAITING 202 STAIR 2 CORRIDOR 201 STAFF LOUNGE 242 CORRIDOR 243 WOMEN'S LOCKER RM 240 CLEAN STORAGE 239 CORRIDOR 238 MEN'S LOCKER ROOM 244 OR #1 TYPE C 245 CORRIDOR
235 DECONTAMINATION 236 CENTRAL STERILE 233 SOILED UTILITY 230 STEAM GEN. 232 WORK SPACE 210 CONSULT #3 211 LASER ROOM 231 OFFICE 212 RECEPT 209 REG 3 208 REG 2 207 REG 1 206 CONSULT
#2 204 CONSULT #1 203 STORAGE 287 FAN ROOM 264CORRIDOR ELEVATOR 265 2 CORRIDOR 217 VAC PUMP 215 TANK STORAGE 216 CORRIDOR CORRIDOR 213 205 CORRIDOR 237 OR #2 TYPE C 252 OR #4 TYPE C
248 OR #3 TYPE C 249 SUB STERILE 250 SUB STERILE 247 WORK AREA 246 CORRIDOR 251 PHASE 2 PHASE 1A PHASE 1B PHASE 3 A.F.F. 9' -2" 5 2 2 2 A.F.F. A.F.F. 9' -0" 8' -11 1/2" A.F.F. 7' -11
1/2" A.F.F. 7' -11 1/2" 2 4 33 3 3 A.F.F. 9' -0" A.F.F. 9' -0" 2 3 2 4 3 2 PROCEDURE ROOM 284 PROCEDURE ROOM 285 PROCEDURE ROOM 281 PROCEDURE ROOM 282 CORRIDOR 286 CORRIDOR 280 CORRIDOR
283 MEDS ROOM 253 SUB STERILE 254 PROCESS ROOM 255 PRE/POST OP ROOM 258 PRE/POST OP ROOM 259 STORAGE 256 STORAGE 257 PRE/POST OP ROOM 260 PRE/POST OP ROOM 261 MECHANICAL 262 OFFICE WORK
219 STAIR 3 EQUIPMENT STORAGE 220 JAN 214 SUPPLY STORAGE 221 CORRIDOR 229 CORRIDOR 228 BIO HAZARD 218 PRE/POST OP ROOM 222 PRE/POST OP ROOM 223 PRE/POST OP ROOM 224 PRE/POST OP ROOM
225 NURSE MANAGER 267 CHILD RECOVERY 263 PRE/POST OP ROOM 227 CORRIDOR 266 CORRIDOR 228 WORK STATION 268 LINEN 278 TOILET 277 ADA TOILET 276 PATIENT ROOM 275 MED ROOM 269TOILET 270 WORK
STATION 273 TOILET 271 LINEN 272 PATIENT RECOVERY 274 CORRIDOR 279 18 1716 15 14 10 9876 13 12 11 PATIENT RECOVERY 274 13 3 4 3 2 1 14 2 2 2 3 4 4 6 1 97 SF 1 CORRIDOR 213A 1. CONTRACTOR
IS RESPONSIBLE FOR MATCHING LAY IN CEILING TO EXISTING OR ADJUSTING GRID AS REQUIRED FOR MEP. 2. ALL DIMENSIONS ARE FROM FACE OF METAL STUD OR FROM FACE OF EXISTING WALL SURFACE UNLESS
NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, INTERIOR WALLS AND CEILINGS SHOWN IN GREY ARE EXISTING TO REMAIN. 4. REFER TO MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 5. REFER TO A7.1 FOR
ROOM FINISH SCHEDULE. 6. REFER TO E2.1 FOR LIGHTING PLAN DAVID ARCHI TECTREG ISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER DATE SHEET NUMBER SHEET
TITLE CERTIFICATION The concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented
for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed
written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE,
IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN
8/2/2011 12:08:08 PM 200 West 103rd Street, Indianapolis, Indiana 46290 A9.2 5753 8-2-11 Spring Mill Surgery Center Renovation Second Floor Reflected Ceiling Plan Health Venture Management
1/8" = 1'-0" Second Floor Reflected Ceiling Plan Specific Reflected Ceiling Plan Notes 1 NEW GYPSUM BOARD BULKHEAD WITH 3 5/8" METAL STUD FRAMING WITH 5/8" GYPSUM BOARD AT 7'-6" A.F.F.
PAINT BULKHEAD (PT-1) 2 NEW 2 X 2 TEGULAR LAY-IN CEILING TO MATCH EXISTING. SEE MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3 EXISTING GRID TO REMAIN. ADJUST GRID AS NECESSARY WITH NEW
CONSTRUCTION. SEE MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS. 4 MATCH NEW LAY-IN CEILING WITH EXISTING LAY-IN CEILING. REPLACE PARTIAL TILES IN CENTER OF ROOM WITH FULL TILES TO MATCH
EXISTING. REPLACE GRID SEGMENTS AS NESSESARY. 5 NEW GYPSUM BOARD BULKHEAD WITH 3 5/8" METAL STUD FRAMING WITH 5/8" GYPSUM BOARD AT 7'-11 1/2" A.F.F. MATCH ADJACENT HEIGHT AND FINISH.
6 REPAIR EXISTING BULKHEAD. PAINT BULKHEAD (PT-1) General Reflected Ceiling Plan Notes Revisions: Date: By:
1. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AS REQUIRED FOR INSTALLATION OF ALL UPPER AND LOWER UNITS 2. EDGE OF COUNTERTOP TO BE 1 1/2" THICK. 3. CABINET MFG. SHALL COORDINATE WITH OWNER
ALL LOCATIONS FOR " GROMMETS" QUANTITY WILL BE IDENTIFIED PER ELEVATION. ALL GROMMETS TO BE 3 1/2" DIA.WITH BLACK PLASTIC TRIM RING -LOCATE AT REAR OF COUNTER. OR AS DIRECTED BY OWNER.
4. ALL EXPOSED ENDS AND BACKS OF CASEWORK TO BE FINISHED SAME AS BALANCE OF EXPOSED SURFACE, SEE FINISH SCHEDULE. 5. APPLY 1" RAD. ON ALL OUTER CORNERS OF COUNTER TOPS, U.N.O. 6. ALL
END PANEL SUPPORT SHALL BE CONSTRUCTED W/1 1/2" LAMINATED PARTICLE BD. 7. ALL COUNTER TOPS SHALL EXTEND 1" BEYOND FRONT OF CABINET DRAWER FACE. 8. ALL DRAWERS AND DOOR HANDLES TO MATCH
EXISTING. 9. ALL BASE CABINET DEPTH SHALL BE 24" UNLESS NOTED OTHERWISE 10. ALL UPPER CABINET DEPTH SHALL BE 14" UNLESS NOTED OTHERWISE 11. APPLY A 4" BACKSPLASH AT PERIMETER OF ALL
COUNTER TOPS 12. APPLY (1) ADJUSTABLE SHELF IN ALL BASE UNITS, AND (2) ADJUSTABLE SHELVES IN ALL. UPPER UNITS W/EXCEPTION OF SINK BASE UNITS. (UNLESS NOTED OTHERWISE). ALL SHELVES IN
CASEWORK TO BE ADJUSTABLE ON 1" CENTERS VERTICALLY. 13. ALL BASE UNITS SHALL HAVE A 4" H. x 3" D. TOE SPACE WITH RUBBER BASE BY FLOORING CONTRACTOR. BASE TO EXTEND TO ALL EXPOSED SIDES
OF CASEWORK. 14. REFER TO FLOOR PLAN FOR ALL WALL PARTITION TYPES 15. PAPER TOWEL DISPENSER LOCATED AT EVERY SINK. SUPPLIED BY OWNER, INSTALLED BY G.C. 16. FOR ALL FILES DESIGNATED "BY
OWNER" -CONTRACTOR TO VERIFY ACTUAL HEIGHT OF FILES TO BE PURCHASED FOR COORDINATION, IF USED AS SUPPORT FOR COUNTER TOP 17. INSTALL CLEAR SEALANT CONTINUOUS BETWEEN TOP OF BACKSPLASH
AND WALL. 18. ALL HARDWARE FOR ANCHORING/SUPPORTING CASEWORK SHALL BE CONCEALED. 19. PROVIDE 2X2 WOOD BLOCKING CONTINUOUS AT PERIMETER FOR COUNTERTOP/SHELF SUPPORT -PAINT TO MATCH WALL.
20. ALL COUNTERTOPS WITHOUT BACKSPLASH SHALL BE SCRIBED TO ADJACENT WALLS/CASEWORK. 21. 4 DIGIT NUMBER ABOVE OR BELOW CASEWORK REFERS TO HEIGHT AND WIDTH OF UNIT. 22. FILLERS PANELS
BY CABINET MANUFACTURER TO MATCH CABINETS. PROVIDE AND INSTALL. " L " = DOOR/DRAWER TO BE LOCKED WITH KEY CYLINDER. COORDINATE WITH OWNER ON KEYING REQUIREMENTS " F " = FILE DRAWER,
INTERIOR DIMENSIONS SHALL MEET STANDARD FILE DRAWER DIMENSIONS. INSTALL HANGING FILE HARDWARE. " UL " = UNDER UPPER CABINET LIGHT, REFER TO ELECTRICAL DRAWINGS, APPLY 2" LAMINATED APRON.
" S " = STRUCTURAL SUPPORT FOR COUNTER AND OR RECEPTION DESK. " K " = KEYBOARD TRAYS PROVIDED BY OWNER -30" WIDE " G " = GROMMETS, VERIFY LOCATION WITH OWNER CABINET MFG. SHALL FIELD
VERIFY ALL WALL DIMENSIONS PRIOR TO FABRICATION. ALL GENERAL CASEWORK NOTES APPLY TO ALL CASEWORK THROUGH OUT SET. 6' -0" NEW LAMINATE CABINETS (PL-1) 3' -0" 3' -0" 2' -6" 2' -0" 2'
-6" GYPSUM BOARD BULKHEAD NEW LAMINATE COUNTERTOP (PLC-1) EQ EQ 3" 1x4 COUNTERTOP SUPPORT G BACKSPLASH (PLC-1) 6' -0" 10' -0" 3" EQ EQ 2' -6" NEW LAMINATE COUNTERTOP (PLC-1) BACKSPLASH
(PLC-1) KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES) AND BRACKETS (183 SERIES-FLANGED 14" DEEP LAMINATE SHELF (PL-1) 1x4 COUNTER SUPPORT G G EXISTING SHELF RELOCATED FROM ROOM 212,
MODIFIED TO FIT NEW LOCATION GYPSUM BOARD BULKHEAD EXISTING SHELVES RELOCATED FROM ROOM 212 (TYP. IN ELEVATION) EXISTING CABINETS RELOCATED FROM ROOM 212 (TYP. IN ELEVATION) BACKSPASH
(PLC-1) EQ 4' -2" 4' -2" 4' -2" 4' -2" EQ EQ 2' -6" 2' -6" 2' -6" 2' -6" 2' -6" 2' -6" 3' -0" 3' -0" 3' -0" EQ 2' -6" 2' -0" 1' -0" 2' -0" 7' -6" 1x4 COUNTERTOP SUPPORT G G G G G G NEW
LAMINATE COUNTERTOP (PLC-1) EQ EQ EQ 3" 10' -0" NEW LAMINATE COUNTERTOP (PLC-1) 2' -6" 1x4 COUNTERTOP SUPPORT KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES) AND BRACKETS (183 SERIES-FLANGED
14" DEEP LAMINATE SHELF (PL-1) 3' -0" 1' -6" 1' -0" BACKSPLASH (PLC-1) 4' -6 1/4" 4' -3 3/4" 4' -6 1/4" 2' -6" NEW LAMINATE COUNTERTOP (PLC-1) KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES)
AND BRACKETS (183 SERIES-FLANGED 3' -0" 1' -6" 1' -0" 14" DEEP LAMINATE SHELF (PL-1) KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES) AND BRACKETS (183 SERIES-FLANGED 14" DEEP LAMINATE
SHELF (PL-1) KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES) AND BRACKETS (183 SERIES-FLANGED 14" DEEP LAMINATE SHELF (PL-1) 1x4 COUNTER SUPPORT BACKSPLASH (PLC-1) NEW LAMINATE COUNTERTOP
(PLC-1) 1x4 COUNTER SUPPORT BACKSPLASH (PLC-1) NEW LAMINATE COUNTERTOP (PLC-1) 1x4 COUNTER SUPPORT BACKSPLASH (PLC-1) G G G EXISTING GYPSUM BOARD BULKHEAD 1' -6" 2" 4" 7' -0" 12"Wx12"Dx12"H
METAL LOCKERS W/LOCK (21 TOTAL) 4' -0" 3" 3' -0" 6" 6' -6" 3/4" KNAPE & VOGT HEAVY DUTY STANDARDS (85 SERIES) AND BRACKETS (183 SERIES-FLANGED) 14" WHITE MELAMINE SHELVING WOOD TRIM
EXISTING WOOD LOCKERS RELOCATED 3' -0" 3' -0" WOOD BENCH WOOD SHOE CUBBIES GYPSUM BOARD BULKHEAD 9' -11 1/4" 1' -0 1/2" FILLER 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" FILLER FILLER
PANEL FILLER PANEL NEW WALL 11 A10.1 GYPSUM BOARD BULKHEAD EXISTING WOOD LOCKERS RELOCATED PROVIDE NEW 12"Wx12"D LAMINATE LOCKERS (PL-1) WOOD BENCH (PL-1) WOOD SHOE CUBBIES (PL-1) 1'
-6" 3' -0" 3' -0" 1' -6" 2' -0" 1 1/2" 1 1/2" 7 1/2" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 4 3/4" 1' -6 1/2" 1' -0 1/2" 7' -6 1/2" FINISHED END PANEL (PL-1) FILLER PANEL LOCKERS RELOCATED
EXISTING WOOD 1 1/4" GYPSUM BOARD BULKHEAD WOOD BENCH (PL-1) WOOD SHOE CUBBIES (PL-1) 1' -6" 3' -0" 3' -0" 1' -6" 1' -0 1/2" 1 1/4" 1' -0" 1' -0" 1' -0" 2' -5" 5' -6 1/4" COAT HOOK FILLER
PANEL EXISTING GYPSUM BOARD BULKHEAD EXISTING WOOD LOCKERS 1' -6" 3' -0" 3' -0" 1' -6" WOOD BENCH WOOD SHOE CUBBIES 4" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0 1/2"
1' -6" 1" 3" 9" 11" 4" 1' -2" LOCKER PLASTIC LAMINATE (PL-1) AT ALL EXPOSED SURFACES DAVID ARCHI TECTREGISTERED AR10500075 STATE OF I I ND A AN No. SL TA ER NICH LO AS COMMISSION NUMBER
DATE SHEET NUMBER SHEET TITLE CERTIFICATION The concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever,
without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX
WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING
INTERIOR DESIGN 8/2/2011 12:08:11 PM 200 West 103rd Street, Indianapolis, Indiana 46290 A10.1 5753 8-2-11 Spring Mill Surgery Center Renovation Casework Elevations Health Venture Management
General Casework Notes 1/2" = 1'-0" 2 Casework Elevation 1/2" = 1'-0" 1 Casework Elevation 1/2" = 1'-0" 3 Casework Elevation 1/2" = 1'-0" 4 Casework Elevation 1/2" = 1'-0" 5 Casework
Elevation 1/2" = 1'-0" 6 Casework Elevation 1/2" = 1'-0" 7 Casework Elevation 1/2" = 1'-0" 8 Casework Elevation 1/2" = 1'-0" 9 Casework Elevation 1/2" = 1'-0" 10 Casework Elevation WOMENS
LOCKER RM 240 WOMENS LOCKER RM 240 WORK SPACE 210 STORAGE 287 WOMENS LOCKER RM 240 WOMENS LOCKER RM 240 STAFF LOUNGE 242 OFFICE WORK 219 WOMENS LOCKER RM 240 OFFICE WORK 219 1 1/2" =
1'-0" 11 Locker Base Detail WOMENS LOCKER RM 240 Revisions: Date: By: