36C25518R0049-004.pdf

EXPIRES 11-30-18

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ABBREVIATIONS:

AFF ABOVE FINISH FLOOR

A/C AIR CONDITIONING

ALUM ALUMINUM

& AND

APPROX APPROXIMATE

@ AT

BRG BEARING

BLK BLOCK

BD BOARD

BD FT BOARD FEET

A.O.C. BOTTOM OF CONCRETE

BLDG. BUILDING

CPT CARPET

C.L. OR CLG CEILING

CT CERAMIC TILE

CB CHALK BOARD

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONC BL CONCRETE BLOCK

CONC FL CONCRETE FLOOR

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CJ CONTROL JOINT

CRS COURSE

CU CUBIC

CU FT CUBIC FOOT

CU YD CUBIC YARD

DIA DIAMETER

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

ELECT ELECTRIC

EC ELECTRIC CONTRACTOR

EP ELECTRICAL PANEL BOARD

EL ELEVATION

ELEV ELEVATION

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EB EXPANSION BOLT

EJ EXPANSION JOINT

EXT EXTERIOR

FE FIRE EXTINGUISHER

FT OR ' FEET

FIN FINISH

FD FLOOR DRAIN

FL FLOOR LINE

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GYP GYPSUM BOARD

H/AC HEATING/AIR CONDITIONING

HT HEIGHT

HR HOUR

HWSF HEAT-WELDED SHEET FLOORING

IN OR " INCH

JT JOINT

JST JOIST

LAM LAMINATE

LF LINEAR FOOT

MFR MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

NOM NOMINAL

NO OR # NUMBER

O.C. ON CENTER

OPG OPENING

O.H. OPPOSITE HAND

PT PAINT

% PERCENT

PLAM PLASTIC LAMINATE

+/- PLUS OR MINUS

PVC POLYVINYL CHLORIDE

LBS OR # POUNDS

PSI POUNDS PER SQUARE INCH

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PT PRESSURE TREATED

RAD RADIATOR

RBR RUBBER BASE

RE: REFER

REFRIG REFRIGERATOR

REINF REINFORCEMENT

REP REPRESENTATIVE

REQD REQUIRED

RD ROOF DRAIN

SAT SUSPENDED ACOUSTICAL

CEILING TILE

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FOOT

STD STANDARD

STL STEEL

STRUCT STRUCTURE

SUSP SUSPENDED

SYS SYSTEM

TB TACKBOARD

TYP TYPICAL

VCT VINYL COMPOSITION TILE

VERIFY VERIFY

W/ WITH

W/O WITHOUT

WD WOOD

ARCHITECTURAL SYMBOLS LEGEND

A

C2

A100A

FEC

NORTH

AS-1000

AS-1000

DIMENSION LINE

DOOR OPENING/BORROWED LIGHT IDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

FIRE EXTINGUISHER CABINET

NORTH ARROW

DETAIL NUMBER

SECTION MARKER

PARTITION TYPE. RE: SHEET AE0101A

1AS-1000 ELEVATION MARKER

DRAWING TITLE

1 1/2" = 1' - 0"

CORRIDOR

SHEET LOCATION

INTERIOR ELEVATION

WINDOW TYPE

ELEVATIONAE100

3/GI101

A

DEMOLITION GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL

SUBCONTRACTORS ARE FAMILIAR WITH THESE NOTES, THE GENERAL NOTES, AND THE

REQUIREMENTS IDENTIFIED IN THE DIVISION 01 SPECIFICATION "GENERAL CONDITIONS."

PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED

SURFACES HAVE BEEN EXPOSED BY DEMOLITION. THIS INCLUDES ALL FINISHES

SCHEDULED TO REMAIN. PATCHING MUST MATCH ADJACENT MATERIALS, COLORS, AND

FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE THE FINISHES (PAINT, VINYL

WALL COVERING, ETC.) REPLACED FROM CORNER TO CORNER AND FLOOR TO CEILING.

UNLESS NOTED OTHERWISE, WORK THAT MUST OCCUR IN OCCUPIED AREAS OF THE

MEDICAL CENTER OR DISRUPT A MEDICAL CENTER FUNCTION, WILL BE DONE AT TIMES

OTHER THAN NORMAL WORKING HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT.

WORK MUST BE SCHEDULED WITH THE VA PROJECT ENGINEER.

UNLESS NOTED OTHERWISE, SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED

DURING NORMAL WORKING HOURS AND MUST BE SCHEDULED WITH THE VA PROJECT

ENGINEER FOR OTHER TIMES. THIS INCLUDES JACK-HAMMERING CONCRETE, SAW-

CUTTING CONCRETE, REPETITIVE HAMMER DRILLING OF CONCRETE, ETC.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL

OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT

THE EXPENSE OF THE CONTRACTOR. ALL CONDUITS IN WALLS SHALL BE GROUTED OR

SEALED INTO OPENINGS.

CONTRACTOR SHALL RECORD ALL "OWNER ASSET NUMBERS" THAT ARE TAGGED AND

SCHEDULED TO BE REMOVED AND/OR DEMOLISHED. SUCH TAGS ARE LABELED "EE..."

CONTRACTOR SHALL PROVIDE A LOG OF ALL ASSET TAGS TO COR.

CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS AND SEAL OFF ALL DOORWAYS

LEADING TO AREAS OUT OF SCOPE FOR INFECTION CONTROL. REFER TO INFECTION

CONTROL AND PHASING FOR ADDITIONAL DETAILS. COORDINATE REQUIREMENTS WITH

THE VA MEDICAL CENTER INFECTION CONTROL POLICY. REMOVE TEMPORARY

PARTITIONS AT END OF CONSTRUCTION OR WHEN DIRECTED BY COR. PATCH ADJACENT

FINISHES DAMAGED DURING REMOVAL PROCESS.

ALL AREAS AND ADJACENT SPACES, NOT INDICATED AS CONSTRUCTION SITE, WILL BE

OCCUPIED.

THE EXTENT OF PLUMBING, MECHANICAL, AND ELECTRICAL UTILITIES TO BE REMOVED IS

SHOWN ON THE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS.

CONTRACTOR REMOVE ALL WALL HUNG EQUIPMENT/FURNISHINGS (FIRE EXTINGUISHERS,

GRAB BARS, WALL PROTECTION, SIGNAGE, ETC.) WHETHER INDICATED OR NOT,

REINSTALL, DISPOSE OF, OR TURN OVER ITEMS TO THE VA PER THE COR'S DIRECTION.

CONTRACTOR SHALL SAWCUT AND REMOVE PORTIONS OF EXISTING CONCRETE FLOOR

SLAB AS REQUIRED TO COMPLETE INSTALLATION OF STRUCTURAL IMPROVEMENTS.

PATCH FLOOR SLAB AND PREPARE FOR NEW FLOORING UPON COMPLETION OF

STRUCTURAL MEMBER INSTALLATION. COORDINATE WITH STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

RENOVATION GENERAL NOTES

1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL

SUBCONTRACTORS ARE FAMILIAR WITH THESE NOTES, THE GENERAL NOTES, AND

THE REQUIREMENTS IDENTIFIED IN THE DIVISION 01 SPECIFICATION “GENERAL

CONDITIONS.”

2. PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL

PANELS, ACCESS PANELS, SPRINKLER PIPING, ETC., TO MATCH ADJACENT FINISH

UNLESS OTHERWISE NOTED.

3. UNLESS OTHERWISE INDICATED, FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH

SURROUNDING. NEW HOLLOW METAL DOORS SHALL BE PAINTED SAME COLOR AS

FRAMES. EXISTING PARTITIONS RECEIVING NEW DOOR FRAMES THAT HAVE VINYL

WALL COVERING (VWC) SHALL HAVE THE VWC COMPLETELY REMOVED AND

REPLACED WITH NEW VWC OF MATCHING TEXTURE AND COLOR.

4. ALL NEW VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUITS, ETC., IN FINISHED

ROOMS OR AREAS THROUGHOUT BUILDING, NOT ENCASED IN MASONRY OR

CONCRETE CONSTRUCTION, SHALL BE FURRED IN, THE FURRING FINISHED TO MATCH

THE ROOM FINISH.

5. REFER TO THE LIFE SAFETY PLAN FOR FIRE/SMOKE RATED PARTITIONS. NEW OR

EXISTING PENETRATIONS MUST BE SEALED ACCORDINGLY WITH APPROVED FIRE

STOPPING MATERIAL THE SAME DAY THE PENETRATION IS MADE OR DISCOVERED.

PENETRATIONS THROUGH THE EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

6. LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE

DRAWINGS ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY EXACT

LOCATION AND ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING

WORK. ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A

COMPLETE AND FUNCTIONAL SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

7. WHETHER INDICATED ON THE DRAWINGS OR NOT, THE CONTRACTOR SHALL INSTALL

CORNER GUARDS ON ALL CORNERS CREATED BY NEW WORK IN THIS PROJECT,

INCLUDING TEMPORARY CONSTRUCTION BARRIER WALLS. CORNER GUARDS SHALL

EXTEND FROM 4" A.F.F. TO 7'-2" A.F.F.

8. WATER OR LIQUIDS MUST NOT BE ALLOWED TO COME INTO CONTACT WITH NEW OR

EXISTING DRYWALL FROM CONSTRUCTION RELATED ACTIVITIES. REMOVE AND

REPLACE ANY DRYWALL THAT HAS COME INTO CONTACT WITH WATER OR OTHER

LIQUIDS.

9. COORDINATE WITH STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION DRAWINGS FOR RELATED WORK.

10. WHETHER INDICATED ON DRAWINGS OR NOT, THE CONTRACTOR SHALL INSTALL JOINT

COVERS AT ALL EXPANSION JOINT LOCATIONS. TYPICAL AT FLOOR, WALL AND CEILING

JOINTS.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

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AD000

ARCHITECTURAL GENERAL NOTES,

ABBREVIATIONS, AND SYMBOLS

HKG MNH 35 81

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DN

DN

A C ED G H I KBD BB

22.1

BA JB F F.1BC

23.2

BUILDING 42

AREAS OF STRUCTURAL IMPROVEMENT

BUILDING 42

EXISTING - TO REMAIN UNDISTURBED

E.J.

AD100

AD101

BRACE Q

BRACE B

BRACE C

BRACE K

BRACE A

BRACE MBRACE N

BRACE L

BUILDING

CONNECTION/

ELEVATOR

HORIZONTAL TIE

LOCATIONS

HORIZONTAL TIE

LOCATIONS

AA.5

KEY PLAN

NORTH

AREAS AFFECTED BY

CONSTRUCTION

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

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AD001

EXISTING FLOOR PLAN

HKG MNH

NORTH

1/16" = 1'-0"1 GROUND FLOOR BRACE LOCATION PLAN

AREA A

AREA B

36 81

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KEY PLAN

AREA A

NORTH

AREAS AFFECTED BY

CONSTRUCTION

AREAS OF WALL DEMO

LEGEND: DEMOLITION FLOOR PLAN

AREAS OF FLOOR DEMO

AREAS OF CEILING REMOVAL

AREAS OF FLOOR DEMO & CEILING REMOVAL

TEMPORARY PARTITION/BARRIER. RE: PHASING

AND INFECTION CONTROL PLAN.

AREAS OF FLOOR SLAB, FLOOR DECK, ROOF SLAB, ROOF

DECK, ROOF SYSTEM, AND JOIST AND BEAM REMOVAL.

COORDINATE WITH STRUCTURAL.

AREAS OF ROOF SLAB, ROOF DECK, JOIST AND BEAM,

AND ROOFING SYSTEM REMOVAL. COORDINATE WITH

STRUCTURAL.

TEMPORARY PARTITION/BARRIER AND DOOR. RE:

PHASING AND INFECTION CONTROL PLAN.

FINISH NOTES

1.

2.

3.

IN SOME LOCATIONS WHERE BRACING IS TO BE INSTALLED, IT IS ASSUMED THAT

ALL FINISH WORK ASSOCIATED WITH BRACE INSTALLATION WILL OCCUR ABOVE

THE CEILING. SPECIFICALLY, THIS IS ANTICIPATED AT THE FOLLOWING LOCATIONS:

-BC130

-DOOR ALCOVE BETWEEN CB32 AND CB45

-BD107A

-CB42

THE EXISTING FINISH OF THE EAST WALL OF CORRIDOR 100 IS GYPSUM BOARD

ASSUMED TO BE INSTALLED OVER METAL FURRING STUDS AND AN EXISTING

EXTERIOR WALL.

IT IS INTENDED FOR THE CONTRACTOR TO SALVAGE THE EXISTING WALL

PROTECTION (HANDRAILS/BUMPER GUARDS) FOR REINSTALLATION. IN THE EVENT

THAT WALL PROTECTION IS DAMAGED DURING CONSTRUCTION, CONTRACTOR

SHALL REPLACE THE WALL PROTECTION TO THE EXTENT NECESSARY TO PROVIDE

ONE CONTINUOUS, MATCHING GUARD FOR THE LENGTH OF THE ENTIRE RUN.

A C ED G H I KBD BB BA JB F F.1BC

16.3

15.8

AA

15.9

15.2

15.3

15.5

AB

10.7

AG

AD

CASE MGMT.

BA103B

CLERK

CB3A

BILLING

BA101

TRAVEL CLERK

BA100

STOR

100A

CONFERENCE

ROOM

BD100

WAITING

CB49

CORRIDOR

CB48

MEDICATION

COUNSELING

BD101

CLINICAL

PHARMACIST

BD102

ELEV. LOBBY

CB1

PATIENT

ADVOCATE

BA100A

PUBLIC AND

CONSUMER

AFFAIRS

BA125

ARMORY

BA102C

LOCKERS

BD108A

HAC

BD001

CORRIDOR

CB47

MECHANICAL

BD115

ANTEROOM

BD110

VAULT SEC. DISP.

BD110A

PHARMACY

BD109

CORR.

CB17

HAC

BD112

STAFF TOIL.

BD111A

CHEMO. PREP.

BD113B

IV ADMIX

ASEPTIC

BD113A

IV STORAGE

BD113

OFFICE

BD109A

CLERK

D118

RECEPTION

D117

WAITING ROOM

D116

RESTROOM

D131

CMP

D130

CMP

D129

CMP

D128

CMP

D127

CMP

D126

CMP

D125

STORAGE

D124A

PICSAS

D124

NURSE

D123

OFFICE

D122

OFFICE

D121

RN/LPN

D120

GI

D119

CORRIDOR

CB53

STAFF LOUNGE

BD107

MALE TOILET

BD107A

VENDING

BD107C

ELEC.

BD104

HAC

BD103

CORRIDOR

CB51

MATCHLINE

CORRIDOR

CB32

AI401

AI400

AI400

12 9

10 7

4' - 0"

4'

0" 4'

0"

4'

0" 2

E.J.

/REFER TO FOR CONTINUATION.1 AD101

AE200

5' - 6" 4' - 0"

BRACE C

BRACE Q

BRACE B

EXISTING EXPANSION

JOINT AND COVER22

EXISTING EXPANSION

JOINT AND COVER

2 7 2

10710

2 7

AI400

AI400

HORIZONTAL TIE

HORIZONTAL TIE

AD.1

5 5

AE200

AE200

AI402

ELEVATOR

CB13L

LINK CORRIDOR

CB33

AA.5

RADIOLOGIST

BC129 CORRIDOR

CB45

CHIEF

BC130

RADIOLOGY FILE

ROOM

BC132

DEXASCAN

BC132A STOR.

FILM/

CHEM.

BC134

HAC

BC135

PAT. TOIL.

BC136

CORRIDOR

CB43

LOGISTICS

CB43A

CLERK

CB42

WAITING

CB40

WAITING ROOM

CB34A

KEYED NOTES - APPLY TO SHEETS AD100 & AD101 ONLY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

REMOVE EXISTING FIRE EXTINGUISHER AND ALL ASSOCIATED HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION IN ITS ENTIRETY.

REMOVAL INCLUDES WALL BOARD, WALL BASE, CORNER GUARDS AND WALL PROTECTION, SIGNAGE, AND METAL STUD FRAMING. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED

ELEMENTS. SALVAGE INTERIOR SIGNAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION TO EXTENT NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. REMOVAL INCLUDES WALL BASE, CORNER GUARDS, WALL PROTECTION, SIGNAGE AND METAL STUD FRAMING. SALVAGE INTERIOR SIGNAGE FOR REINSTALLATION. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED

ELEMENTS.

REMOVE SYSTEMS FURNITURE COMPONENTS INCLUDING ALL PANELS, WORK SURFACES, STORAGE

COMPONENTS, AND HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE EXISTING INTERIOR SIGNAGE AND SALVAGE FOR REINSTALLATION.

CUT AND MODIFY EXISTING HEAT-WELDED SHEET VINYL FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS . PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR

INSTALLATION OF NEW HEAT-WELDED SHEET VINYL FLOORING.

REMOVE AND LEGALLY DISPOSE OF EXISTING 2x4 CEILING AND GRID TO EXTENTS SHOWN. PROTECT REMAINING CONSTRUCTION AND PREPARE FOR INSTALLATION AND TIE-IN OF NEW 2x4 CEILING AND GRID.

CUT AND REMOVE EXISTING VCT FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL

IMPROVEMENTS. PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR INSTALLATION

OF NEW VCT FLOORING.

CUT AND REMOVE EXISTING CARPET FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR INSTALLATION

OF CARPET FLOORING.

REMOVE AND LEGALLY DISPOSE OF EXISTING BULKHEAD/SOFFIT CONSTRUCTION TO EXTENTS NECESSARY TO

PERFORM STRUCTURAL IMPROVEMENTS.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM IN ITS ENTIRETY. PROVIDE TEMPORARY

SHORING/WEATHERPROOFING UNTIL STRUCTURAL MODIFICATIONS ARE COMPLETE.

REMOVE AND SALVAGE EXISTING 2x2 PATTERNED CEILING AND REMOVE AND LEGALLY DISPOSE OF GRID TO EXTENTS SHOWN. PROTECT REMAINING CONSTRUCTION AND PREPARE FOR INSTALLATION AND TIE-IN OF NEW 2x2 GRID AND SALVAGED CEILING TILE.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING GYPSUM BOARD FROM INDICATED SIDE OF EXISTING PARTITION TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. EXISTING METAL

STUDS TO REMAIN. REMOVAL INCLUDES WALL BOARD, WALL BASE, CORNER GUARDS AND WALL

PROTECTION,SIGNAGE, AND FIXED EQUIPMENT. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL ELEMENTS. BRACE MAY BE INSTALLED OVER GYPSUM BOARD AT BRACE M LOCATION.

REMOVE PORTIONS OF EXISTING CHAINLINK FENCE TO THE EXTENT NECESSARY TO PERFORM STRUCTURAL

IMPROVEMENTS. REMOVAL INCLUDES CHAINLINK, POSTS, VINYL FENCE SLATS, ETC.

REMOVE AND LEGALLY DISPOSE OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION AS INDICATED TO

CREATE NEW 4'-0" WIDE CASED OPENING.

REMOVE EXISTING BASE CABINETS, WORK SURFACE, WALL CABINETS, ICE MAKER, ETC. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED ELEMENTS. SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING EXTERIOR WALL CONSTRUCTION TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. REMOVAL INCLUDES EXTERIOR INSULATION FINISH SYSTEM, METAL STUD FRAMING, GYPSUM WALL BOARD, AND ALL ASSOCIATED WALL MOUNTED ITEMS.

COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED ELEMENTS.

REMOVE EXISTING HOLLOW METAL DOOR, FRAME, AND HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE EXISTING PROJECTION SCREEN AND SALVAGE FOR REINSTALLATION.

REMOVE EXISTING INDUSTRIAL METAL PAN STAIRS INCLUDING ALL ASSOCIATED RAILING AND HARDWARE AND

SALVAGE FOR REINSTALLATION.

REMOVE PORTION OF EXISTING WALL CONSTRUCTION TO INSTALL NEW TEMPORARY DOOR AND FRAME AS INDICATED. WALL CONSTRUCTION CONSISTS OF WALL BOARD, METAL STUDS, EXPANDED METAL MESH, WALL BASE, ETC. RESTORE ADJACENT CONSTRUCTION TO EXISTING CONDITION AFTER DOOR REMOVAL. RE:

PHASING PLANS.

REMOVE PORTION OF EXISTING WALL CONSTRUCTION TO INSTALL NEW TEMPORARY WINDOW AND FRAME AS INDICATED. WALL CONSTRUCTION CONSISTS OF WALL BOARD, METAL STUDS, WALL BASE, ETC. RESTORE ADJACENT CONSTRUCTION TO EXISTING CONDITION AFTER WINDOW REMOVAL. RE: PHASING PLANS.

REMOVE DOOR(S), FRAME, AND WALL AT BRACE A AND K LOCATIONS. SALVAGE DOOR, FRAME, AND HARDWARE FOR REINSTALLATION. WHERE EXISTING DOOR IS ACCESS CONTROLLED, DISCONNECT AND

RECONNECT ALL POWER OPERATED HARDWARE AS REQUIRED TO RESTORE FUNCTION TO ACCESS

CONTROLS.

REMOVE EXISTING HYDRAULIC ELEVATOR IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ELEVATOR, ELEVATOR SHAFT, EQUIPMENT, AND SUPPORTS, ETC.

SAWCUT AND REMOVE EXISTING CONCRETE FLOOR SLAB AND METAL FLOOR DECK IN THEIR ENTIRETY WHERE INDICATED. COORDINATE WITH STRUCTURAL DRAWINGS FOR REMOVAL OF EXISTING STRUCTURAL COMPONENTS AT THESE AREAS. SHORE REMAINING STRUCTURE UNTIL NEW STRUCTURAL COMPONENTS, FLOOR DECKING, AND CONCRETE SLAB HAVE BEEN INSTALLED AND CURED TO SUPPORT PERMANENT LOADS.

EXISTING STRUCTURE AND ROOFING SYSTEM TO BE REMOVED ABOVE INDICATED AREA. RE: ROOF PLAN AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SHORE ADJACENT REMAINING STRUCTURE UNTIL

NEW STRUCTURAL COMPONENTS AND ROOF DECK HAVE BEEN INSTALLED.

IN AREAS OF ROOF SYSTEM AND STRUCTURE REMOVAL: REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY. AT CONTRACTOR'S OPTION, REMOVE EXISTNIG METAL STUD AND GYPSUM BOARD PARTITIONS, WALL MOUNTED EQUIPMENT, AND REMAINING INTERIOR FINISHES IN THEIR ENTIRETY OR REMOVE AFOREMENTIONED ITEMS ONLY TO THE EXTENT REQUIRED TO COMPLETE THE STRUCTURAL UPGRADES. UPON COMPLETION OF THE IMPROVEMENTS, CONTRACTOR SHALL REBUILD OR RESTORE SPACES TO EXISTING CONDITION. BUILDING SYSTEMS/SERVICES TRANSITING THE AREA SHALL REMAIN IN OPERATION AND BE PROTECTED DURING THE DURATION OF CONSTRUCTION. COORDINATE WITH PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL BUILDING SYSTEMS/SERVICES WORK.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING METAL STUD AND GYPSUM BOARD PARTITIONS

AS REQUIRED TO INSTALL STRUCTURAL HORIZONTAL TIES.

REMOVE ONE LEAF OF EXISTING DOUBLE DOORS AND SALVAGE FOR REINSTALLATION. REPLACE REMOVED LEAF WITH TEMPORARY LOUVER PER MECHANICAL DRAWINGS. UPON COMPLETION OF STRUCTURAL IMPROVEMENTS, REMOVE TEMPORARY LOUVER AND REINSTALL SALVAGED DOOR LEAF RE: MECHANICAL

DRAWINGS.

REMOVE EXISTING METAL PAN STAIRS WITH CONCRETE TREADS AND ALL ASSOCIATED RAILINGS AND

SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF EXISTING ELEVATOR SHAFTWALL IN ITS ENTIRETY. REMOVAL INCLUDES CMU, METAL FURRING, GYPSUM BOARD, WALL BASE, ETC. EXISTING WEST CMU SHAFTWALL SHALL REMAIN.

REMOVE AND LEGALLY DISPOSE OF EXISTING EXTERIOR WALL CONSTRUCTION IN ITS ENTIRETY. REMOVAL INCLUDES EXTERIOR INSULATION FINISH SYSTEM, METAL STUD FRAMING, CMU, GYPSUM WALL BOARD, INTERIOR FINISHES AND ALL ASSOCIATED WALL MOUNTED ITEMS, METAL COPING CAPS, AND PARAPET FRAMING, ETC. EXISTING FOUNDATION WALL AND STRUCTURAL STEEL FRAMING TO REMAIN U.N.O..

COORDINATE WITH STRUCTURAL REQUIREMENTS.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM IN ITS ENTIRETY AND SALVAGE FOR REINSTALLATION.

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 4:

AM

AD100

GROUND FLOOR AREA A FLOOR PLAN -

DEMOLITION

HKG MNH

1/8" = 1'-0"1 GROUND FLOOR AREA A FLOOR PLAN - DEMOLITION

NORTH

37 81

T

C E

I L

TA

S SHEILA

001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

T E

ILOF I L

E NO

I S

DN

UP

UP

A

C ED G H

22.1

J

B

F F.1

16.3

AAABAG

23.2

AD

MECH.

BC115

ELECTRICAL

BC116

STAIR

42 -2

CORRIDOR

VESTIBULE

CB46

CORRIDOR

CB44

CORRIDOR

CB39

HAC

BC113

IRM

BC117

CONTROL / CT

SCAN

BC139

CT SCAN

PROCEDURE RM.

BC138

STORAGE

BC138B

PAT. TOILET

BC138A

CORRIDOR

CB54

ULTRA

BC111

NUCLEAR MED.

OFFICE

BC110

OFFICE

BC109

CONFERENCE &

VIEWING ROOM

BC108

BREAK ROOM

BC107

RADIOPHARMACY

BC103

CORR.

CB37

IMAGING B

BC106

EXAM 3

CB420

MRI COORD.

BC112

BREAK

BC114

FLUORO

BC118

PROC

BC121

BIOMED SERVERS

BC122

PROC

BC123

ULTRASOUND UNIT

BC119ELECTRICAL

CHANGE

CORRIDOR

CORRIDOR

STORAGE

CT SCAN

CONTROL

MRI

MRI EQUIP.

TOILET

PREP

PREP

RADIOLOGIST

BC128

RADIOLOGIST

BC127

OFFICE

BC126

ULTRASOUND

BC125

STAFF ROOM

BC124

ULTRA-

SOUND TOIL.

BC119A

STAFF

TOIL.

BC124A

EXAM

BC133

EXAM

BC131

PAT.

TOIL.

BC131A

PAT.

TOIL.

BC133A

CORRIDOR

CB34

CORRIDOR

CB45

CHIEF

BC130

RADIOLOGY FILE

ROOM

BC132

DEXASCAN

BC132A

CORRIDOR

CB43

CLEAN LINEN

CB43C

CLERK

CB42

WAITING

CB40

INJECTION

BC104

CORRIDOR

CB36

STATIONARY

IMAGING A

BC105

PAT. TOIL.

BC106A

PAT. TOIL.

BC105A

MATCHLINE

/REFER TO FOR CONTINUATION.1 AD100

2 2

AE200

AE2001

AI401

AI401

AI401

BRACE L

BRACE M

BRACE N

FUTURE

DOOR BY

VAMC

HORIZONTAL

TIES7

AD.1

282828

AA.5

KEY PLAN

AREA B NORTH

AREAS AFFECTED BY

CONSTRUCTION

FINISH NOTES

1.

2.

3.

IN SOME LOCATIONS WHERE BRACING IS TO BE INSTALLED, IT IS ASSUMED THAT

ALL FINISH WORK ASSOCIATED WITH BRACE INSTALLATION WILL OCCUR ABOVE

THE CEILING. SPECIFICALLY, THIS IS ANTICIPATED AT THE FOLLOWING LOCATIONS:

-BC130

-DOOR ALCOVE BETWEEN CB32 AND CB45

-BD107A

-CB42

THE EXISTING FINISH OF THE EAST WALL OF CORRIDOR 100 IS GYPSUM BOARD

ASSUMED TO BE INSTALLED OVER METAL FURRING STUDS AND AN EXISTING

EXTERIOR WALL.

IT IS INTENDED FOR THE CONTRACTOR TO SALVAGE THE EXISTING WALL

PROTECTION (HANDRAILS/BUMPER GUARDS) FOR REINSTALLATION. IN THE EVENT

THAT WALL PROTECTION IS DAMAGED DURING CONSTRUCTION, CONTRACTOR

SHALL REPLACE THE WALL PROTECTION TO THE EXTENT NECESSARY TO PROVIDE

ONE CONTINUOUS, MATCHING GUARD FOR THE LENGTH OF THE ENTIRE RUN.

AREAS OF WALL DEMO

LEGEND: DEMOLITION FLOOR PLAN

AREAS OF FLOOR DEMO

AREAS OF CEILING REMOVAL

AREAS OF FLOOR DEMO & CEILING REMOVAL

TEMPORARY PARTITION/BARRIER. RE: PHASING

AND INFECTION CONTROL PLAN.

AREAS OF FLOOR SLAB, FLOOR DECK, ROOF SLAB, ROOF

DECK, ROOF SYSTEM, AND JOIST AND BEAM REMOVAL.

COORDINATE WITH STRUCTURAL.

AREAS OF ROOF SLAB, ROOF DECK, JOIST AND BEAM,

AND ROOFING SYSTEM REMOVAL. COORDINATE WITH

STRUCTURAL.

TEMPORARY PARTITION/BARRIER AND DOOR. RE:

PHASING AND INFECTION CONTROL PLAN.

KEYED NOTES - APPLY TO SHEETS AD100 & AD101 ONLY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

REMOVE EXISTING FIRE EXTINGUISHER AND ALL ASSOCIATED HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION IN ITS ENTIRETY.

REMOVAL INCLUDES WALL BOARD, WALL BASE, CORNER GUARDS AND WALL PROTECTION, SIGNAGE, AND METAL STUD FRAMING. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED

ELEMENTS. SALVAGE INTERIOR SIGNAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION TO EXTENT NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. REMOVAL INCLUDES WALL BASE, CORNER GUARDS, WALL PROTECTION, SIGNAGE AND METAL STUD FRAMING. SALVAGE INTERIOR SIGNAGE FOR REINSTALLATION. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED

ELEMENTS.

REMOVE SYSTEMS FURNITURE COMPONENTS INCLUDING ALL PANELS, WORK SURFACES, STORAGE

COMPONENTS, AND HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE EXISTING INTERIOR SIGNAGE AND SALVAGE FOR REINSTALLATION.

CUT AND MODIFY EXISTING HEAT-WELDED SHEET VINYL FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS . PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR

INSTALLATION OF NEW HEAT-WELDED SHEET VINYL FLOORING.

REMOVE AND LEGALLY DISPOSE OF EXISTING 2x4 CEILING AND GRID TO EXTENTS SHOWN. PROTECT REMAINING CONSTRUCTION AND PREPARE FOR INSTALLATION AND TIE-IN OF NEW 2x4 CEILING AND GRID.

CUT AND REMOVE EXISTING VCT FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL

IMPROVEMENTS. PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR INSTALLATION

OF NEW VCT FLOORING.

CUT AND REMOVE EXISTING CARPET FLOORING TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. PROTECT SUBSTRATE DURING CONSTRUCTION ACTIVITIES AND PREPARE FOR INSTALLATION

OF CARPET FLOORING.

REMOVE AND LEGALLY DISPOSE OF EXISTING BULKHEAD/SOFFIT CONSTRUCTION TO EXTENTS NECESSARY TO

PERFORM STRUCTURAL IMPROVEMENTS.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM IN ITS ENTIRETY. PROVIDE TEMPORARY

SHORING/WEATHERPROOFING UNTIL STRUCTURAL MODIFICATIONS ARE COMPLETE.

REMOVE AND SALVAGE EXISTING 2x2 PATTERNED CEILING AND REMOVE AND LEGALLY DISPOSE OF GRID TO EXTENTS SHOWN. PROTECT REMAINING CONSTRUCTION AND PREPARE FOR INSTALLATION AND TIE-IN OF NEW 2x2 GRID AND SALVAGED CEILING TILE.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING GYPSUM BOARD FROM INDICATED SIDE OF EXISTING PARTITION TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. EXISTING METAL

STUDS TO REMAIN. REMOVAL INCLUDES WALL BOARD, WALL BASE, CORNER GUARDS AND WALL

PROTECTION,SIGNAGE, AND FIXED EQUIPMENT. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL ELEMENTS. BRACE MAY BE INSTALLED OVER GYPSUM BOARD AT BRACE M LOCATION.

REMOVE PORTIONS OF EXISTING CHAINLINK FENCE TO THE EXTENT NECESSARY TO PERFORM STRUCTURAL

IMPROVEMENTS. REMOVAL INCLUDES CHAINLINK, POSTS, VINYL FENCE SLATS, ETC.

REMOVE AND LEGALLY DISPOSE OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION AS INDICATED TO

CREATE NEW 4'-0" WIDE CASED OPENING.

REMOVE EXISTING BASE CABINETS, WORK SURFACE, WALL CABINETS, ICE MAKER, ETC. COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED ELEMENTS. SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING EXTERIOR WALL CONSTRUCTION TO EXTENTS NECESSARY TO PERFORM STRUCTURAL IMPROVEMENTS. REMOVAL INCLUDES EXTERIOR INSULATION FINISH SYSTEM, METAL STUD FRAMING, GYPSUM WALL BOARD, AND ALL ASSOCIATED WALL MOUNTED ITEMS.

COORDINATE WITH OTHER TRADES FOR REMOVAL OF ADDITIONAL WALL MOUNTED ELEMENTS.

REMOVE EXISTING HOLLOW METAL DOOR, FRAME, AND HARDWARE. SALVAGE FOR REINSTALLATION.

REMOVE EXISTING PROJECTION SCREEN AND SALVAGE FOR REINSTALLATION.

REMOVE EXISTING INDUSTRIAL METAL PAN STAIRS INCLUDING ALL ASSOCIATED RAILING AND HARDWARE AND

SALVAGE FOR REINSTALLATION.

REMOVE PORTION OF EXISTING WALL CONSTRUCTION TO INSTALL NEW TEMPORARY DOOR AND FRAME AS INDICATED. WALL CONSTRUCTION CONSISTS OF WALL BOARD, METAL STUDS, EXPANDED METAL MESH, WALL BASE, ETC. RESTORE ADJACENT CONSTRUCTION TO EXISTING CONDITION AFTER DOOR REMOVAL. RE:

PHASING PLANS.

REMOVE PORTION OF EXISTING WALL CONSTRUCTION TO INSTALL NEW TEMPORARY WINDOW AND FRAME AS INDICATED. WALL CONSTRUCTION CONSISTS OF WALL BOARD, METAL STUDS, WALL BASE, ETC. RESTORE ADJACENT CONSTRUCTION TO EXISTING CONDITION AFTER WINDOW REMOVAL. RE: PHASING PLANS.

REMOVE DOOR(S), FRAME, AND WALL AT BRACE A AND K LOCATIONS. SALVAGE DOOR, FRAME, AND HARDWARE FOR REINSTALLATION. WHERE EXISTING DOOR IS ACCESS CONTROLLED, DISCONNECT AND

RECONNECT ALL POWER OPERATED HARDWARE AS REQUIRED TO RESTORE FUNCTION TO ACCESS

CONTROLS.

REMOVE EXISTING HYDRAULIC ELEVATOR IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ELEVATOR, ELEVATOR SHAFT, EQUIPMENT, AND SUPPORTS, ETC.

SAWCUT AND REMOVE EXISTING CONCRETE FLOOR SLAB AND METAL FLOOR DECK IN THEIR ENTIRETY WHERE INDICATED. COORDINATE WITH STRUCTURAL DRAWINGS FOR REMOVAL OF EXISTING STRUCTURAL COMPONENTS AT THESE AREAS. SHORE REMAINING STRUCTURE UNTIL NEW STRUCTURAL COMPONENTS, FLOOR DECKING, AND CONCRETE SLAB HAVE BEEN INSTALLED AND CURED TO SUPPORT PERMANENT LOADS.

EXISTING STRUCTURE AND ROOFING SYSTEM TO BE REMOVED ABOVE INDICATED AREA. RE: ROOF PLAN AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SHORE ADJACENT REMAINING STRUCTURE UNTIL

NEW STRUCTURAL COMPONENTS AND ROOF DECK HAVE BEEN INSTALLED.

IN AREAS OF ROOF SYSTEM AND STRUCTURE REMOVAL: REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY. AT CONTRACTOR'S OPTION, REMOVE EXISTNIG METAL STUD AND GYPSUM BOARD PARTITIONS, WALL MOUNTED EQUIPMENT, AND REMAINING INTERIOR FINISHES IN THEIR ENTIRETY OR REMOVE AFOREMENTIONED ITEMS ONLY TO THE EXTENT REQUIRED TO COMPLETE THE STRUCTURAL UPGRADES. UPON COMPLETION OF THE IMPROVEMENTS, CONTRACTOR SHALL REBUILD OR RESTORE SPACES TO EXISTING CONDITION. BUILDING SYSTEMS/SERVICES TRANSITING THE AREA SHALL REMAIN IN OPERATION AND BE PROTECTED DURING THE DURATION OF CONSTRUCTION. COORDINATE WITH PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL BUILDING SYSTEMS/SERVICES WORK.

REMOVE AND LEGALLY DISPOSE OF PORTIONS OF EXISTING METAL STUD AND GYPSUM BOARD PARTITIONS

AS REQUIRED TO INSTALL STRUCTURAL HORIZONTAL TIES.

REMOVE ONE LEAF OF EXISTING DOUBLE DOORS AND SALVAGE FOR REINSTALLATION. REPLACE REMOVED LEAF WITH TEMPORARY LOUVER PER MECHANICAL DRAWINGS. UPON COMPLETION OF STRUCTURAL IMPROVEMENTS, REMOVE TEMPORARY LOUVER AND REINSTALL SALVAGED DOOR LEAF RE: MECHANICAL

DRAWINGS.

REMOVE EXISTING METAL PAN STAIRS WITH CONCRETE TREADS AND ALL ASSOCIATED RAILINGS AND

SALVAGE FOR REINSTALLATION.

REMOVE AND LEGALLY DISPOSE OF EXISTING ELEVATOR SHAFTWALL IN ITS ENTIRETY. REMOVAL INCLUDES CMU, METAL FURRING, GYPSUM BOARD, WALL BASE, ETC. EXISTING WEST CMU SHAFTWALL SHALL REMAIN.

REMOVE AND LEGALLY DISPOSE OF EXISTING EXTERIOR WALL CONSTRUCTION IN ITS ENTIRETY. REMOVAL INCLUDES EXTERIOR INSULATION FINISH SYSTEM, METAL STUD FRAMING, CMU, GYPSUM WALL BOARD, INTERIOR FINISHES AND ALL ASSOCIATED WALL MOUNTED ITEMS, METAL COPING CAPS, AND PARAPET FRAMING, ETC. EXISTING FOUNDATION WALL AND STRUCTURAL STEEL FRAMING TO REMAIN U.N.O..

COORDINATE WITH STRUCTURAL REQUIREMENTS.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM IN ITS ENTIRETY AND SALVAGE FOR REINSTALLATION.

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 4:

AM

AD101

GROUND FLOOR AREA B FLOOR PLAN -

DEMOLITION

HKG MNH

1/8" = 1'-0"1 GROUND FLOOR AREA B FLOOR PLAN - DEMOLITION

38 81

T

C E

I L

TA

S SHEILA

001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

T E

ILOF I L

E NO

I S

A

C ED G H I

BD

BB BA

B F F.1BC

16.3

15.8

AA

15.9

15.2

15.3

15.5

AB

10.7

AGAH

ADAD.1

BUILDING 1

BUILDING 2

+/- 24' - 6 1/4" FIELD VERIFY

- 2

6'

1/

4" F

IE

LD

V

ER

IF

Y

- 1

9'

3/

4" F

IE

LD

V

ER

IF

Y

+/- 25' - 9 1/2" FIELD VERIFY

FI

EL

D V

ER

IF

Y

- 9

EXISTING MEMBRANE

ROOFING

EXISTING MEMBRANE

ROOFING

VTR

VTR

VTR

VTR

COURTYARD

BELOW

PARAPET ELEVATION =

118'-4" TYPICAL, U.N.O.

AA.5

8 8

R

EP

LA

C

EM

EN

T

ST

R

U C

TU

R

E

R O

O F

EX

IS

TI

N

G T

O R

EM

AI

N

EX

IS

TI

N G

T O

R

EM

AI

N

STRUCTURE & ROOF REPLACEMENT

EXISTING TO

REMAIN

EXISTING TO

REMAIN

AREAS OF METAL COPING, MEMBRANE WRAP, AND

TERMINATION BAR TO BE DEMOLISHED

LEGEND: DEMOLITION ROOF PLAN

AREAS OF EXPANSION JOINT TO BE DEMOLISHED

AREAS OF ROOF SLAB, ROOF DECK, JOIST AND BEAM,

AND ROOFING SYSTEM REMOVAL. EXISTING ROOF

SYSTEM CONSISTS OF SINGLE PLY MEMBRANE OVER

TAPERED INSULATION OVER METAL ROOF DECK.

COORDINATE WITH STRUCTURAL FOR REMOVAL AND

REPLACEMENT OF STRUCTURAL COMPONENTS.

VENT THROUGH ROOF

ROOF DRAIN

VTR

KEY PLAN

NORTH

AREAS AFFECTED BY

CONSTRUCTION

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

KEYED NOTES - APPLY TO THIS SHEET ONLY

1.

2.

3.

4.

5.

6.

7.

8.

9.

REMOVE AND LEGALLY DISPOSE OF EXISTING LOW-SLOPE MEMBRANE, RECOVERY BOARD, INSULATION, AND ALL ASSOCIATED ROOFING ACCESSORIES IN THEIR ENTIRETY. EXISTING ROOF DECK AND

STRUCTURE TO BE REMOVED PER STRUCTURAL DRAWINGS.

REMOVE AND LEGALLY DISPOSE OF EXISTING ROOF DRAIN. SALVAGE EXISTING DRAIN LINE FOR

RECONNECTION PER PLUMBING DRAWINGS.

REMOVE EXISTING HOOD AND ROOF CURB. SALVAGE FOR REINSTALLATION. RE: MECHANICAL

DRAWINGS.

REMOVE EXISITNG METAL COPING, MEMBRANE FLASHING, AND TERMINATION BARS IN THEIR ENTIRETY.

REMOVE AND LEGALLY DISPOSE OF EXISTING EXPANSION JOINT COVER.

REMOVE EXISTING SLOPED GLAZING STRUCTURE AND SALVAGE FOR REINSTALLATION. CONTRACTOR’S OPTION, LEAVE GLAZED STRUCTURE IN PLACE AND PROVIDE TEMPORARY SHORING FOR THE DURATION

OF CONSTRUCTION IN AREAS OF REQUIRED WALL DEMOLITION. RE: STRUCTURAL SHEETS.

EXISTING WALL FLASHING. REMOVE, SALVAGE, AND REINSTALL.

CUT EXISTING MEMBRANE AND REMOVE AS INDICATED. TIE NEW ROOF MEMBRANE INTO EXISTING PER

MANUFACTURER'S RECOMMENDATIONS.

EXISTING OVERFLOW. REMOVE, SALVAGE, AND REINSTALL.

ROOF NOTES

1.

2.

3.

4.

5.

6.

7.

CONTRACTOR SHALL FIELD VERIFY ALL PARAPET WIDTHS AND HEIGHTS AND BE RESPONSIBLE FOR THE SAME.

CONTRACTOR SHALL VERIFY THE SIZE, QUANTITY, AND LOCATION OF ALL ROOF PENETRATIONS, NEW AND

EXISTING, AND BE RESPONSIBLE FOR THE SAME.

CONTRACTOR SHALL USE MANUFACTURER'S STANDARD AND CURRENT DETAILS FOR ALL ROOFING DETAILS.

ALL WOOD BLOCKING AND SHEATHING AT THE ROOF LEVEL TO BE FIRE-RESISTANT TREATED.

CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING/RECONNECTING ALL MECHANICAL AND ELECTRICAL EQUIPMENT AT ALL EXISTING EQUIPMENT AFFECTED BY TEH WORK. RE: MECHANICAL SHEETS.

CONTRACTOR SHALL EXTEND ALL ROOF PENETRATIONS A MINIMUM OF 16" ABOVE NEW ROOF SURFACE.

DO NOT VOID WARRANTY OF EXISITNG WORK SCHEDULED TO REMAIN.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 4:

AM

AD200

ENLARGED ROOF PLAN - DEMOLITION

HKG SPH

1/8" = 1'-0"1 ROOF PLAN AREA A - DEMOLITION

39 81

T

C E

I L

TA

S SHEILA

001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

T E

ILOF I L

E NO

I S

M

UP

16.3

15.8

AA

15.2

15.3

15.5

ABAD

ELEVATOR

CB13L

STAIR

42-3

- 6

/2

- 6

/4

ELEVATOR

MACHINE ROOM

B1C100

AD.1

+/- 10' - 5 3/4"

- 7

/4

- 3

AA.5

ELEVATOR LOBBY

CB1-1

88'-0" FFE

TEMPORARY DOORS AND

PARTITION. RE: PHASING PLAN

PIPE BASEMENT

EXISTING INTAKE

LOUVER

PIPE BASEMENT

CORRIDOR

EXISTING SUMP PIT AND

GRATE COVER

13' - 8" (COORDINATE WITH STRUCTURAL)

C O

O R

D

IN

AT

E

W

IT

H S

TR

U

C

TU

R A

L)

AREAS OF WALL DEMO

LEGEND: DEMOLITION FLOOR PLAN

AREAS OF FLOOR DEMO

AREAS OF CEILING REMOVAL

AREAS OF FLOOR DEMO & CEILING REMOVAL

TEMPORARY PARTITION/BARRIER. RE: PHASING

AND INFECTION CONTROL PLAN.

AREAS OF FLOOR SLAB, FLOOR DECK, ROOF SLAB, ROOF

DECK, ROOF SYSTEM, AND JOIST AND BEAM REMOVAL.

COORDINATE WITH STRUCTURAL.

AREAS OF ROOF SLAB, ROOF DECK, JOIST AND BEAM,

AND ROOFING SYSTEM REMOVAL. COORDINATE WITH

STRUCTURAL.

TEMPORARY PARTITION/BARRIER AND DOOR. RE:

PHASING AND INFECTION CONTROL PLAN.

KEY PLAN

NORTH

AREAS AFFECTED BY

CONSTRUCTION

A

22.1

B

23.2

AI401

STAIR

42-2

90'-1" FFE

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 5:

AM

AD420

PIPE BASEMENT ENLARGED PLANS -

DEMOLITION

HKG SPH

1/2" = 1'-0"1 ENLARGED SUB BASEMENT ELEVATOR PLAN - DEMOLITION

NORTH

1/2" = 1'-0"2 ENLARGED SUB BASEMENT STAIR PLAN - DEMOLITION

NORTH

1. REMOVE AND LEGALLY DISPOSE OF EXISTING GYPSUM BOARD AND METAL STUD PARTITION IN

ITS ENTIRETY. REMOVAL INCLUDES WALL BOARD, WALL BASE, CORNER GUARDS AND WALL

PROTECTION, SIGNAGE, AND METAL STUD FRAMING. COORDINATE WITH OTHER TRADES FOR

REMOVAL OF ADDITIONAL WALL MOUNTED ELEMENTS. SALVAGE INTERIOR SIGNAGE FOR

REINSTALLATION.

2. INDICATES EXPECTED EXTENT OF FLOOR SLAB DEMOLITION. AT CONTRACTOR'S OPTION AND

AT NO ADDITIONAL COST TO THE VA, METAL PAN STAIR WITH POURED CONCRETE TREADS MAY

BE REMOVED AND SALVAGED FOR THE THE DURATION OF SUBGRADE STRUCTURAL WORK,

SUBSEQUENTLY INSTALLED IN A CONDITION MATCHING EXISTING. PREP, PRIME, AND PAINT STAIR

STRUCTURE, AND ALL ASSOCIATED RAILINGS. COORDINATE WITH STRUCTURAL DRAWINGS.

IN INSTANCES WHERE CONTRACTOR HAS CHOSEN TO LEAVE EXISTING STAIRS IN PLACE DURING

CONSTRUCTION, CONTRACTOR SHALL PROPERLY SHORE THE STAIRS AND LANDINGS UNTIL NEW

STRUCTURE AND FLOOR/ROOF ASSEMBLIES HAVE BEEN INSTALLED AND ARE CAPABLE OF

SUPPORTING PERMANENT LOADS. RAILINGS SHALL BE REMOVED AND SALVAGED FOR

REINSTALLATION AS REQUIRED REGARDLESS OF STAIR REMOVAL.

3. REMOVE AND LEGALLY DISPOSE OF EXISTING ELEVATOR IN ITS ENTIRETY, INCLUDING BUT NOT

LIMITED TO ELEVATOR, EQUIPMENT, AND SUPPORTS. COORDINATE WITH STRUCTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING FOR RELATED WORK

4. DEMOLISH AND REMOVE EXISTING ELEVATOR PIT SLAB IN ITS ENTIRETY. REMOVAL INCLUDES, BUT

IS NOT LIMITED TO SLAB, SUMP GRATE, LADDER, ETC. COORDINATE WITH STRUCTURAL.

5. REMOVE AND LEGALLY DISPOSE OF PORTIONS OF THE EXISTING GYPSUM BOARD, FRP, AND

METAL STUD PARTITION(S) TO THE EXTENT NECESSARY TO PERFORM STRUCTURAL

MODIFICATIONS. REMOVAL INCLUDES WALL BASE, WALL PROJECTION, SIGNAGE, AND WALL

MOUNTED EQUIPMENT.

6. REMOVE AND SALVAGE EXISTING DOOR, FRAME, AND HARDWARE FOR REINSTALLATION.

7. REMOVE EXISTING CMU ELEVATOR SHAFT WALL IN ITS ENTIRETY. REMOVAAL INCLUDES BUT IS NOT LIMITED TO CMU, REINFORCING, AND SURFACE MOUNTED OR FURRED OUT FINISHES. COORDINATE

WITH STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING FOR RELATED WORK.

KEYED NOTES - APPLY TO THIS SHEET ONLY

40 81

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001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

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ILOF I L

E NO

I S

DN

A C ED G H I KBD BB BA JB F F.1BC

16.3

AA

15.9

15.2

15.3

15.5

AB

10.7

AG

AD

MATCHLINE

CORRIDOR

CB48

PHARMACY

BD109

MALE TOILET

BD107A

VENDING

BD107C

CORRIDOR

CB32

CORRIDOR

CB53

CORRIDOR

CB51

STAFF LOUNGE

BD107

WAITING

CB49

E.J.

F

F

CCC

C C

C

C

CC

C

D

D

4 3 3 4 3

AE200

MECHANICAL

BD115

CORR.

CB47

ANTEROOM

BD110

VAULT SEC. DISP.

BD110A

CLINICAL

PHARMACIST

BD102

MEDICATION

COUNSELING

BD101

ELEV. LOBBY

CB1

PATIENT

ADVOCATE

BA100A

PUBLIC AND

CONSUMER

AFFAIRS

BA125

LOCKERS

BD108A

ARMORY

BA102C

BILLING

BA101

TRAVEL CLERK

BA100

CASE MGMT.

BA103B

CLERK

CB3A

CONFERENCE

ROOM

BD100

STOR

100A

CHEMO. PREP.

BD113B

IV STORAGE

BD113 IV ADMIX

ASEPTIC

BD113A

OFFICE

BD109A

NURSE

D123 PICSAS

D124

OFFICE

D122

CLERK

D118

GI

D119

RN/LPN

D120

OFFICE

D121RECEPTION

D117

WAITING ROOM

D116 RESTROOM

D131

CMP

D130

CMP

D129

CMP

D128

CMP

D127

CMP

D126

CMP

D125

HAC

BD103

ELEC.

BD104

BRACE B

BRACE Q

BRACE C

REFER TO 1 / AE101 FOR CONTINUATION.

J

M

ELEVATOR/BUILDING

CONNECTION WORK

N

N

AD.1

ELEVATOR

CB13L

STAIR

42-3

LINK CORRIDOR

CB33

AI420

CC

CC

C

AI410

HH H

AI410

H H H H

C

C C

AA.5

AI411

AI410

AI410

BRACE K

2BRACE A

WAITING

CB40

CLERK

CB42

LOGISTICS

CB43A

CORRIDOR

CB43

CHIEF

BC130

CORRIDOR

CB45

RADIOLOGIST

BC129

RADIOLOGY FILE

ROOM

BC132

DEXASCAN

BC132A

STOR.

FILM/

CHEM.

BC134

HAC

BC135

AE200

AI421

AI421

B

C

1/

4"

AE200

KEY PLAN

AREA A

NORTH

AREAS AFFECTED BY

CONSTRUCTION

INDICATES NEW PARTITION/WALL INFILL

LEGEND: NEW WORK FLOOR PLAN

AREAS OF FLOOR REPLACEMENT. MATCH EXISTING.

AREAS OF CEILING REPLACEMENT. MATCH EXISTING.

AREAS OF FLOOR & CEILING REPLACEMENT. MATCH EXISTING.

RENOVATION KEYED NOTES

1. REINSTALL SALVAGED FIRE EXTINGUISHER AND ALL ASSOCIATED HARDWARE.

2. REINSTALL SALVAGED INTERIOR SIGNAGE.

3. INSTALL NEW RESILIENT WALL CORNER GUARDS.

4. REINSTALL SALVAGED WALL BUMPER GUARDS AND HANDRAILS. SUPPLEMENT WITH

NEW WHERE REQUIRED. MATCH EXISTING.

5. REINSTALL SALVAGED SYSTEMS FURNITURE COMPONENTS AS DIRECTED BY VA COR.

6. REINSTALL EXISTING PROJECTION SCREEN.

7. REINSTALL EXISTING METAL PAN STAIRS INCLUDING ALL ASSOCIATED RAILING AND

HARDWARE.

8. REINSTALL SALVAGED WALL MOUNTED EQUIPMENT.

9. REINSTALL OR REPLACE PORTIONS OF CHAINLINK FENCE AND SLATS.

10. REINSTALL BASE AND UPPER CABINETS AND SINK. COORDINATE WITH PLUMBING

SHEETS FOR RELATED WORK.

11. REINSTALL DOOR AND FRAME AT NEW LOCATION.

12. REPAIR OPENINGS IN METAL STUD AND GYPSUM BOARD PARTITION, MATCH EXISTING

STUD SIZES AND CONFIGURATION. FINISH AND PAINT GYPSUM TO MATCH ADJACENT

SURFACES.

13. REINSTALL SALVAGED DOOR SLAB AND ASSOCIATED HARDWARE.

14. INSTALL NEW STOREFRONT WINDOW IN NEW EXTERIOR WALL.

15. REINSTALL ALUMINUM STOREFRONT WINDOW SYSTEM.

16. EXTEND WEST WALL OF ELEVATOR SHAFT AS INDICATED. MATCH EXISTING

CONSTRUCTION.

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 5:

AM

AE100

GROUND FLOOR AREA A FLOOR PLAN -

RENOVATION

HKG MNH

1/8" = 1'-0"1 GROUND FLOOR PLAN AREA A - NEW WORK

41 81

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001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

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ILOF I L

E NO

I S

UP

UP

DN

A C ED G H

22.1

JB F F.1AAABAG

23.2

AD

MATCHLINE

STAIR

42 -2

CORRIDOR

CONFERENCE &

VIEWING ROOM

BC108

BREAK ROOM

BC107

RADIOPHARMACY

BC103

MECH.

BC115

OFFICE

BC109

H

AE200

AE2001

REFER TO 1 / AE100 FOR CONTINUATION.

BRACE L

BRACE N BRACE M

INDICATES EXTERIOR WALL PATCHING

FUTURE

DOOR

L

K

L

AD.1

H

H

AI411

AI411

AI411

AA.5

NUCLEAR MED.

OFFICE

BC110ULTRA

BC111

CORRIDOR

CB39

CORRIDOR

CB44

CORRIDOR

CB54

C

C C

C

KEY PLAN

AREA B NORTH

AREAS AFFECTED BY

CONSTRUCTION

INDICATES NEW PARTITION/WALL INFILL

LEGEND: NEW WORK FLOOR PLAN

AREAS OF FLOOR REPLACEMENT. MATCH EXISTING.

AREAS OF CEILING REPLACEMENT. MATCH EXISTING.

AREAS OF FLOOR & CEILING REPLACEMENT. MATCH EXISTING.

RENOVATION KEYED NOTES

1. REINSTALL SALVAGED FIRE EXTINGUISHER AND ALL ASSOCIATED HARDWARE.

2. REINSTALL SALVAGED INTERIOR SIGNAGE.

3. INSTALL NEW RESILIENT WALL CORNER GUARDS.

4. REINSTALL SALVAGED WALL BUMPER GUARDS AND HANDRAILS. SUPPLEMENT WITH

NEW WHERE REQUIRED. MATCH EXISTING.

5. REINSTALL SALVAGED SYSTEMS FURNITURE COMPONENTS AS DIRECTED BY VA COR.

6. REINSTALL EXISTING PROJECTION SCREEN.

7. REINSTALL EXISTING METAL PAN STAIRS INCLUDING ALL ASSOCIATED RAILING AND

HARDWARE.

8. REINSTALL SALVAGED WALL MOUNTED EQUIPMENT.

9. REINSTALL OR REPLACE PORTIONS OF CHAINLINK FENCE AND SLATS.

10. REINSTALL BASE AND UPPER CABINETS AND SINK. COORDINATE WITH PLUMBING

SHEETS FOR RELATED WORK.

11. REINSTALL DOOR AND FRAME AT NEW LOCATION.

12. REPAIR OPENINGS IN METAL STUD AND GYPSUM BOARD PARTITION, MATCH EXISTING

STUD SIZES AND CONFIGURATION. FINISH AND PAINT GYPSUM TO MATCH ADJACENT

SURFACES.

13. REINSTALL SALVAGED DOOR SLAB AND ASSOCIATED HARDWARE.

14. INSTALL NEW STOREFRONT WINDOW IN NEW EXTERIOR WALL.

15. REINSTALL ALUMINUM STOREFRONT WINDOW SYSTEM.

16. EXTEND WEST WALL OF ELEVATOR SHAFT AS INDICATED. MATCH EXISTING

CONSTRUCTION.

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 5:

AM

AE101

GROUND FLOOR AREA B FLOOR PLAN -

RENOVATION

HKG MNH

1/8" = 1'-0"1 GROUND FLOOR PLAN AREA B - NEW WORK

42 81

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001-016606

BAYSINGER

CD A R

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I S

GROUND FLOOR

100' - 0"

T.O. PARAPET

118' - 4"

19212222.12324

BOT. OF DECK

116' - 6 1/2"

23.2

2 2

EXISTING EIFS

EXISTING MECHANICAL

EQUIPMENT TO REMAIN

EXISTING WINDOW TO

REMAIN

EXIST. B/O DECK

115' - 10 1/2"

GROUND FLOOR

100' - 0"

T.O. PARAPET

118' - 4"

A C ED G H I KJB F F.1

BOT. OF DECK

116' - 6 1/2"

EXISTING LIGHT

TO REMAIN

2 2

2 3

EXISTING EIFS

EXISTING LOUVER

EXISTING

LOUVER

EXIST. B/O DECK

115' - 10 1/2"

GROUND FLOOR

100' - 0"

T.O. PARAPET

118' - 4"

AC BDBBBAB BC

BOT. OF DECK

116' - 6 1/2"

EXISTING STOREFRONT

WINDOW SYSTEM TO REMAIN.

2 EXISTING EIFS

EXISTING STOREFRONT

WINDOW SYSTEM TO REMAIN.

EXIST. B/O DECK

115' - 10 1/2"

KEYED NOTES

1.

2.

3.

4.

5.

6.

7.

8.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM IN ITS ENTIRETY. INSTALL TEMPORARY SHORING AND WEATHERPROOFING UNTIL STRUCTURAL MODIFICATIONS HAVE BEEN COMPLETED. UPON COMPLETION OF STRUCTURAL WORK, REMOVE TEMPORARY CONSTRUCTION AND INFILL REMAINING OPENING TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. REFER TO SHEET AI600 FOR

PARTITION DETAILS.

REMOVE AND REPLACE PORTIONS OF EXISTING WALL CONSTRUCTION TO THE EXTENT REQUIRED TO COMPLETE STRUCTURAL MODIFICATIONS. INFILL TO MATCH EXISTING ADJACENT CONSTRUCTION. REFER TO SHEET AI600 FOR PARTITION DETAILS.

REMOVE ONE LEAF OF EXISTING DOUBLE DOORS AND SALVAGE FOR REINSTALLATION. REPLACE REMOVED LEAF WITH TEMPORARY LOUVER PER MECHANICAL DRAWINGS. UPON COMPLETION OF STRUCTURAL MODIFICATIONS, REMOVE TEMPORARY LOUVER AND REINSTALL EXISTING DOOR LEAF. PREP, PRIME, AND PAINT DOORS AND FRAME IN THEIR ENTIRETY INCLUDING INTERIOR AND EXTERIOR.

REMOVE AND REINSTALL PORTIONS OF EXISTING CHAINLINK FENCE AND VINYL FENCE SLATS TO THE EXTENT REQUIRED TO COMPLETE

STRUCTURAL MODIFICATIONS.

REMOVE EXISTING EXTERIOR WALL SYSTEM IN ITS ENTIRETY. COORDINATE WITH STRUCTURAL FOR REMOVAL OF STRUCTURAL COMPONENTS. INSTALL TEMPORARY SHORING AND WEATHERPROOFING UNTIL STRUCTURAL MODIFICATIONS AND NEW WALL

CONSTRUCTION IS COMPLETE.

REMOVE EXISTING STOREFRONT WINDOW SYSTEM AND SALVAGE FOR REINSTALLATION AT INDICATED LOCATION. RE: FLOOR PLAN FOR

NEW LOCATION.

REMOVE EXISTING METAL DOOR, FRAME, AND HARDWARE AND SALVAGE FOR REINSTALLATION.

REMOVE EXISTING SLOPED GLAZING STRUCTURE AND SALVAGE FOR REINSTALLATION. CONTRACTOR'S OPTION: LEAVE GLAZED STRUCTURE IN PLACE AND PROVIDE TEMPORARY SHORING FOR THE DURATION OF CONSTRUCTION IN AREAS OF REQUIRED WALL

DEMOLITION.

INDICATES AREAS OF BUILDING ENVELOPE REMOVAL AND REPLACEMENT

LEGEND:

EXISTING CHAINLINK FENCE

GROUND FLOOR

100' - 0"

T.O. PARAPET

118' - 4"

AA AB AG

BOT. OF DECK

116' - 6 1/2"

AD AD.1

EXIST. B/O DECK

115' - 10 1/2"

AA.5

GROUND FLOOR

100' - 0"

T.O. PARAPET

118' - 4"

AAABAG

BOT. OF DECK

116' - 6 1/2"

ADAD.1

EXIST. B/O DECK

115' - 10 1/2"

AA.5

COORDINATE PHASING OF ALL STRUCTURAL CONSTRUCTION WITH OTHER

DISCIPLINES AS NECESSARY TO MAINTAIN AND PROTECT MEP EQUIPMENT AND LINES

IN SERVICE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR TO PROVIDE

COORDINATION/PHASING DOCUMENTS FOR APPROVAL BY THE COR.

COORDINATION NOTE:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

MARION VAMC

MARION, IL, 62959

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER: Project Number Scale

16-198 ADD STRUCTURAL

IMPROVEMENTS TO BUILDING

657-343AS INDICATED

100% BID DOCUMENTS

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

09/06/17

Baysinger Design Group, Inc.

Marion, Illinois 62959 4501 West DeYoung Street, Suite 100B

Fax: 618.998.8032 Phone: 618.998.8015 www.BaysingerDesignGroup.com Illinois Design Firm No. 184-004212

/3

1/

:1 5:

AM

AE200

EXTERIOR BUILDING ELEVATIONS

HKG MNH

3/16" = 1'-0"1 EAST EXTERIOR ELEVATION AT BRACE L

3/16" = 1'-0"2 SOUTH EXTERIOR ELEVATION AT BRACE M

3/16" = 1'-0"3 NORTH EXTERIOR ELEVATION AT BRACE Q

3/16" = 1'-0"4 NORTH EXTERIOR ELEVATION AT BUILDING CONNECTOR

3/16" = 1'-0"5 SOUTH EXTERIOR ELEVATION AT BUILDING CONNECTOR

43 81

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001-016606

BAYSINGER

CD A R

S E

L.

T C

H I

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ILOF I L

E NO

I S

A C

15.8

AI400

AI400

BC129 BC130

CB32

CB45

AC

CB32

9 8

8 3

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

GROUND FLOOR

100' - 0"

A C

BOT. OF DECK

116' - 6 1/2"

BC129 BC130

3 14

3 14

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

KJ

AI400

AI400

CB53 BD107A

BD107C20

GROUND FLOOR

100' - 0"

BOT. OF DECK

116' - 6 1/2"

BD107A

BD107C

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

14 15

CB51 CB53

14 8 9

EXIST. B/O DECK

115' - 10 1/2"

BRACE. RE:

STRUCTURAL

G H I KJ

AI400

AI400

CB43 CB43A CB42

CB40

HIK J

CB32

BRACE. RE:

STRUCTURAL

8 98 9

20 55

EXIST. B/O DECK

115' - 10 1/2"

GROUND FLOOR

100' - 0"

H I KJ

BOT. OF DECK

116' - 6 1/2"

CB43A CB42 CB40

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

GROUND FLOOR

100' - 0"

BOT. OF DECK

116' - 6 1/2"

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

11 14

BRACE. RE:

STRUCTURAL

EXIST. B/O DECK

115' - 10 1/2"

C

D118

AI400

AI400

KEY PLAN

NORTH

AREAS AFFECTED BY

CONSTRUCTION

NOTE

REFER TO…