4 Arch BD.pdf

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

CWT

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

LVT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

RES

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WSF

WT WEIGHT

CL

DEMOLITION KEYNOTE WINDOW TYPE

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

1 PARTITION TAG

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR

BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCT(S) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT

ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND

SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS

NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR CONSTRUCTING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH ALL NECESSARY PERMITS.

11. REFER TO PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

12. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

13. COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

14. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH PHASE.

15. NOTIFY VA COR OF DISCREPANCIES IN THE DRAWINGS AND SPECS PRIOR TO THE START OF WORK.

16. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF

EXISTING WALL SURFACE.

17. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

18. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES AND PUBLISHED STANDARDS.

19. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN VA COR AND CONTRACTOR

BEFORE THE START OF THE WORK.

20. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

21. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS. THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

22. THE CONTRACTOR IS RESPONSIBLE FOR MOVING, STORING AND PROTECTING ALL EXISTING FURNITURE AND EQUIPMENT IN EACH AREA FOR THE DURATION OF THE PROJECT. FURNITURE AND EQUIPMENT DAMAGED BY THE CONTRACTOR WILL BE REPLACED OR RESTORED TO COMPLETE FUNCTIONALITY AND APPEARANCE BY THE

CONTRACTOR AT NO COST TO THE VA.

GENERAL NOTES (ARCHITECTURE)

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL CENTER GROUNDS.

COORDINATE WITH VA COR.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT CONSTRUCTION UNLESS INDICATED

OTHERWISE.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH VA COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.) REPAIR OR

REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. CONTRACTOR SHALL REPORT TO THE VA COR AND ARCHITECT IMMEDIATELY WHEN DISCREPANCIES TO THE

DRAWINGS ARE FOUND IN THE FIELD.

9. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

10. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT INDENTIFY WITHIN THE SCOPE OF WORK.

11. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

12. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

13. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR THAT

ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE CONTRACTING OFFICER.

14. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVAATION.

15. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY VA COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

16. ALL ITEMS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE VA MEDICAL CENTER UNTIL CONFIRMATION HAS BEEN MADE BY THE VA COR AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA COR OR DESIGNATED ON THE DRAWINGS TO BE RELOCATED OR REINSTALLED FROM THE

SITE BY CONTRACTOR.

17. VA SHALL HAVE FIRST OPPORTUNITY FOR SLAVAGE. ALL ITEMS NOTE SALVAGED BY THE VA TO BE REMOVED

AND DISPOSED OF BY THE CONTRACTOR IN APPROVED MANNER.

18. CONTRACTOR SHOULD NOTIFY VA COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS TO ACCOMMODATE INSTALLATION OF MECHANICAL, PLUMBING, STRUCTURAL, ELECTRICAL, OR DATA ITEMS (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH EXISTING.

19. COORDINATE WITH VA COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR.

20. MINIMUM CLEARANCE FOR EGRESS AT CONSTRUCTION BARRIERS TO BE 48".

21. ABATEMENT WORK IS DONE WITHIN THE SCOPE OF THE ARCHITECUTRAL PHASING PLANS, BUT IS PERFORMED IN SUB PHASES OF THE ARCHITECTURAL PHASING. ABATEMENT WORK TO BE DONE PRIOR TO GENERAL CONTRACTOR DEMOLITION AND NEW CONSTRUCTION. SEE ABATEMENT DRAWINGS FOR SUBPHASES.

22. ABATEMENT WORK THAT IS DONE IN CORRIDORS AND OTHER PASSAGES IS TO BE DONE ON NIGHTS, WEEKENDS, AND OFF PEAK HOURS. SEE ABATEMENT DRAWINGS FOR MORE INFORMATION.

23. THE CONTRACTOR IS RESPONSIBLE FOR MOVING, STORING AND PROTECTING ALL EXISTING FURNITURE AND EQUIPMENT IN EACH AREA FOR THE DURATION OF THE PROJECT. FURNITURE AND EQUIPMENT DAMAGED BY THE CONTRACTOR WILL BE REPLACED OR RESTORED TO COMPLETE FUNCTIONALITY AND APPEARANCE BY

THE CONTRACTOR AT NO COST TO THE VA.

GENERAL DEMOLITION NOTES (ARCHITECTURE)

1. ACCESS PANELS ARE NOT PERMITTED IN SOFFITS, CHECK ALL VALUES, FIRE, DAMPERS, REHEAT BOXES. ETC. FOR ALL ACCESS POINTS. ARRANGE FIRE AND SMOKE DAMPER ACCESS FROM NON-

CORRIDOR SIDE.

2. LIGHTS, DIFFUSERS, EXIST SIGNAGE, SPRINKLER HEADS, AND SMOKE DETECTORS MUST BE

CENTERED IN CEILING PANELS IN WHICH THEY OCCUR.

3. COORDINATE WITH SEPERATE MECHANICAL AND ELECTRICAL PACKAGES FOR CEILING MOUNTED

DEVICES.

4. PAINT CUT EDGES OF ACT TO MATCH CEILING TILE WHERE EXPOSED TO VIEW.

5. CONTRACTOR TO REVIEW CEILING LAYOUT AS SHOWN AND NOTIFY ARCHITECT OF ANY CONFLICTS

BEFORE PROCEEDING WITH CONSTRUCTION.

REFLECTED CEILING PLAN GENERAL NOTES

CORE TYPES

C. CAST IN PLACE CONCRETE

G. CONCRETE MASONRY UNIT (GROUTED

SOLID)

H. CONCRETE MASONRY UNIT (HOLLOW)

M. METAL STUD FRAMING / METAL FURRING

MM. METAL STUD FRAMING (2 ROWS,

PARALLEL WITH PRESCRIBED AIR GAP

BETWEEN

S. METAL SHAFT WALL CH STUD

T. TILT-UP CONCRETE PANEL

W. WOOD STUD FRAMING / FURRING

SUBSTRATE

CONFIGURATION

a. 5/8" GWB (1 LAYER)

b. 5/8" GWB (2 LAYER)

c. 5/8" GWB (3 LAYER)

d. 5/8" GWB (4 LAYER)

e. 1/2" GWB (1 LAYER)

f. 1/2" GWB (2 LAYER)

g. 1/2" PLWD (1 LAYER)

h. 1/2" PLWD, 1/2" GWB (1 LAYER)

j. 1/2" PLWD, 5/8" GWB (1 LAYER)

m. 5/8" CMT (1 LAYER)

n. 1/2" CMT (1 LAYER)

s. 1" SHAFT LINER

(NONE) CORE ONLY

INSULATION TYPES

A. ACOUSTIC INSULATION

T. THERMAL INSULATION

Xxx##

# X

INSULATION TYPE

CORE SIZE

SUBSTRATE

CORE TYPE

FIRE RATING

PARTITION TAG

TYPE MARK

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

WALL BOARD ON METAL

STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma0

Ma1

Ma2

Ma3

Ma4

Ma6

Ma8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

7/8"

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

1-1/2"

2-1/4"

3-1/8"

4-1/4"

4-5/8"

6-5/8"

8-5/8"

SILL

PLAN

HEAD

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

WALL BOARD EACH SIDE

ON METAL STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Maa1

Maa2

Maa3

Maa4

Maa6

Maa8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

2-7/8"

3-3/4"

4-7/8"

5-1/4"

7-1/4"

9-1/4"

Maa5 5 1/8" 6-3/8"

SILL

PLAN

HEAD

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" CEMENT

BOARD ON METAL STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Mma1

REFER TO

PARTITION TAG

FOR HEAD

CONDITION

DETAIL,

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

1-5/8"

2-1/2"

3-5/8"

4"

6"

2-7/8"

3-7/8"

4-7/8"

5-1/4"

7-1/4"

9-1/4"

Mma2

Mma3

Mma4

Mma6

Mma8 8"

ONE LAYER 5/8" GYPSUM

WALLBOARD

SILL

PLAN

HEAD

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" CEMENT

BOARD ON METAL STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma0

Mm1

Mm2

Mm3

Mm4

Mm6

Mm8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

7/8"

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

1-1/2"

2-1/4"

3-1/8"

4-1/4"

4-5/8"

6-5/8"

8-5/8"

SILL

PLAN

HEAD

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

WALL BOARD EA METAL

STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma3-2

REFER TO PARTITION

TAG FOR INSULATION

INFORMATION (SHOWN

HERE FOR REFERENCE

ONLY - MAY NOT

EXIST), AND FIRE

RATING

3 5/8", 2 1/2" --- 538 5/8"

STRUCTURAL DECK ABOVE

SILL

PLAN

HEAD

8 3/4"

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:1

P

M

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND PARTITION TYPE KEY

Scale: 1" = 1'-0"

PARTITION TYPE - Ma_ Scale: 1" = 1'-0"

PARTITION TYPE - Maa_

Scale: 1" = 1'-0"

PARTITION TYPE - Mma_ Scale: 1" = 1'-0"

PARTITION TYPE - Mm_

Scale: 1" = 1'-0"

PARTITION TYPE - Ma3-2

DocuSign Envelope ID: 888B11FB-E4E1-443E-953F-123DFA36EAA4

8/23/2021

TESTIN

G

TENT

SCREENING

STATION

SCREENING

STATION

V A

N V

A N

V A

N

BUILDING SCHEDULE

1 OUTPATIENT CLINICS - VOS - LOGISTICS

1G EMERGENCY GENERATOR FOR BUILDING 1

1CC CONNECTING CORRIDORS

2 CEOSH

3 DOMICILIARY

3T DOMICILIARY OFFICES (MODULAR BLDG)

18 ADMINISTRATION

23 PROSTHETICS

24 CANTEEN - LIBRARY - AUDITORIUM

25 NATIONAL CANTEEN SERVICE (OUTLEASED)

32 FLAGPOLE

35 STORAGE

44 CONCRETE PLATFORM

45 CONCRETE PLATFORM

51 INPATIENT PSYCHIATRIC

51T NEURO PSYCHIATRIC (MODULAR BLDG)

52 LONG TERM SCI

52G EMERGENCY GENERATOR FOR BUILDING 52

52SG TRANSFER SWITCH BUILDING

53 MEDICAL REHABILITION

53G EMERGENCY GENERATOR FOR BUILDING 53

53T MEDICAL REHAB (MODULAR BLDG)

54 REHAB BUILDING (UNDER CONSTRUCTION)

55 CLINIC BUILDING (UNDER ACTIVATION)

55G EMERGENCY GENERATOR FOR BUILDING 55

56 TENANT BUILDING

56G EMERGENCY GENERATOR FOR BUILDING 56

57 ENGINEERING - WAREHOUSE

58 MENTAL HEALTH CLINIC

59 FISHER HOUSE

60 MAIN KITCHEN

60G EMERGENCY GENERATOR FOR BUILDING 60

60T FOOD - NUTRITION - DIETETICS

61 RECREATION - AUDITORIUM

63 GYM - POOL

75 UTILITY PLANT - GENERATOR BLDG & SUBSTATION

81 BUS STOP

89 SECURITY STATION

93 HAZARDOUS WASTE STORAGE

101T MAJOR PROJECTS CFM (MODULAR BLDG)

102T MAJOR PROJECTS (MODULAR BLDG)

104T RECORDS (MODULAR BLDG)

60T 55 51T

1G

1CC

104T

101T

1CC

1CC

1CC

3T

55G

52G

53G

60G

52SG

1CC

56G

1CC

53T

102T

5 8

LOGISTICS PLAN LEGEND

BUILDING IN CONTRACT

EXISTING BUILDINGS

CONTRACTOR STORAGE CONTAINER

CONTRACTOR VICINITY PARKING

DUMPSTER

PORTA-JONS

DIRECTION FOR SITE ACCESS

BUILDING ACCESS

SITE ACCSESS ROUTE

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:1

P

M

A-002

LOGISTICS SITE PLAN

2 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

PROJECT DUMPSTER TO BE LOCATED NEAR PARKING

LOT BEHIND BUILDING. COORDINATE FINAL LOCATION

WITH COR.

CONTRACTOR PARKING ON SITE ADJACENT TO

BUILDING IS LIMITED. COORDINATE ADDITIONAL

PARKING IN REMOTE LOTS WITH COR. PARKING IN SCI

PATIENT SPOTS WILL NOT BE PERMITTED.

CONEX STORAGE UNITS ADJACENT TO CONNECTIVE

CORRIDOR BEHIND BUILDING. COORDINATE

LOCATION WITH COR.

PORTABLE TOILET UNITS LOCATED NEAR PARKING

LOT BEHIND BUILDING.

CONTRACTOR USE OF ELEVATOR E2 OR E3 AND

INTERIOR ACCESS PATH TO BE COORDINATED WITH

COR. CONTRACTOR TO KEEP NOISE AND

DISTURBANCE TO A MINIMUM INSIDE OF FACILITY

DURING NORMAL OPERATING HOURS.

GENERAL CONTRACTOR AND ALL SUBCONTRACTORS

REQUIRED TO UNDERGO COVID SCREENING

PROCEDURES PRIOR TO ENTERING THE SITE.

DEPENDING ON RESTRICTIONS IN PLACE, BUILDING

ENTRY MAY FLUXUATE. COORDINATE WITH COR

WEEKLY FOR UPDATES.

1 CONTRACTOR SITE ACCESS AND VEHICULAR PATH

2 LOCATION OF CONTRACTOR VICINITY PARKING

3 LOCATION OF DUMPSTER

4 LOCATION OF PORTA-JONS

5 LOCATION OF CONTRACTOR BUILDING ACCESS

6 CONTRACTOR CONEX STORAGE CONTAINER

7 BUILDING TO BE RENOVATED, BUILDING 52, 2ND

FLOOR

8 LOCATION OF CONTRACTOR BULK MATERIAL

ACCESS, OFF PEAK HOURS ONLY

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N O

R T

H0 8 16 32

Scale: 1" = 100'-0"

LOGISTICS SITE PLAN

S

S S

S S

S S

S S

S

S

S

S S

S S

S S

S S

S SS

S S

S

S

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

S

S

EXAM 1

2S05

TREAT.

RM.

2S05

EXAM

2S04

CHASE

CH-S-3

EXAM

2S01

STAIRWELL

NO. 2

2S02

OFFICE

2N111

OFFICE

2S11A

OFFICE

2S11

HAC

2S10

ELEC.

CLOSET

2S9

ELEVATOR

LOBBY

2S57

ELEVATOR

E2

CORRIDOR

H204

OI&T

2S53

CONFERENCE

RM

2S56

PAIN

REHAB.

CENTER

2S56A

SCI

SERVICE

REHAB.

CENTER

2N117A

CORRIDOR

H205

ELEVATOR

E3

P.T. / O.T.

2N58

EXAM

2N118

CORRIDOR

H208

WAITING

ROOM

2N112A

1 14

3 3

OFFICE

2N63

OFFICE

2N60

OFFICE

2N59

OFFICE

2N59A

WHEELCHAIR

STORAGE

2N110

HAC

2N64

CONTROL

RM.

2N110

VEST.

2N110

CHASE

CH-S-6

EXAM

2S12B

CLOSET

2N59B

1'-10"

ELEVATOR

E4

13 13

11 1

MIN

5'-10"

MIN

5'-0"

'-7

6'-0"

5'-7 1/4"

/2

1 15

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

TREAT.

RM.

2S05

EXAM

2S04

CHASE

CH-S-3

EXAM

2S01

STAIRWELL

NO. 2

2S02

OFFICE

2N111

OFFICE

2S11A

OFFICE

2S11

HAC

2S10

ELEC.

CLOSET

2S9

ELEVATOR

LOBBY

2S57

ELEVATOR

E2

CORRIDOR

H204

OI&T

2S53

CONFERENCE

RM

2S56

PAIN

REHAB.

CENTER

2S56A

ELEVATOR

E3

P.T. / O.T.

2N58

EXAM

2N118

CORRIDOR

H208

WAITING

ROOM

2N112A

OFFICE

2N63

OFFICE

2N60

OFFICE

2N59

OFFICE

2N59A

CLOSET

2N59B

TOILET

2N113A

TOILET,

STAFF

2N115

TOILET

2N116

CLOSET

2N115A

LOUNGE

2N117 CHASE

CH-S-6

VEST.

2S06A

EXAM

RM.

2S08

CONTROL

RM.

2S06

2N117A

SCI SERVICE

REHAB. CENTER

4 4

WHEELCHAIR

STORAGE

2N110

HAC

2N64

CORRIDOR

H205

ELEVATOR

NO.1

E1

EXAM

2S12B

2'x4' ACOUSTICAL TILE TO BE

DEMOLISHED

DEMOLITION CEILING LEGEND

DEMOLITION LEGEND

EXISTING WALL TO

BE REMOVED

EXISTING DOOR TO

BE REMOVED

EXISTING TOILET

TO BE REMOVED

EXISTING SINK TO

BE REMOVED

EXISTING WALL TO

BE REMAIN

EXISTING DOOR TO

BE REMAIN

EXISTING TOILET

TO BE REMAIN

EXISTING SINK TO

BE REMAIN

ICRA BARRIER LEGEND

LINE REPRESENTS DIAGRAMMED

LOCATION OF ICRA BARRIERS

PHASE 1:

ESTABLISH ICRA BARRIERS AT LOCATIONS TO BE

AFFECTED. REMOVE WALLS, FLOORS, CEILINGS, AND

MEPFP EQUIPMENT AS INDICATED TO CREATE NEW

RECEPTION, WAITING, OPEN OFFICE, EXAM/TREATMENT

ROOM AND SCI SERVICE REHAB MAIN ACCESS

CORRIDOR. THE EXISTING CONTROL ROOM AND

VESTIBULE ADJACENT TO EXAM 2S05 IS TO BE

TEMPORARILY ABANDONED AT THE END OF PHASE 1 AND

THROUGHOUT PHASE 2. PORTION OF SPACE NEXT TO

EXAM 2N118 AND WAITING 2N115 TO BE TEMPORARILY

ABANDONED FOR AND DEMOLISHED IN PHASE 2. CLOSE

OPENING FROM EXAM 2S04 INTO THE VESTIBULE AND

SEAL WITH A TEMPORARY CONSTRUCTION PARTITION.

SEE MEP & FP DRAWINGS FOR PHASING INFORMATION.

NOTE - SOME AREAS WHERE CONSTRUCTION AND

OPERATIONAL AREAS INTERSECT WILL REQUIRE WORK

WHEN THE FACILITY ISN'T IN OPERATION (NIGHTS &

WEEKENDS). THIS INCLUDES, BUT IS NOT LIMITED TO:

CORRIDOR H205, WAITING ROOM 2N115, SCI. SERVICE

REHAB CENTER 2N117A, CORRIDOR H208 AND

DEMOLITION/CONSTRUCTION AREAS AFFECTING EGRESS.

COORDINATE WITH VA COR FOR ANY UTILITY SHUT

DOWNS REQUIRED. COORDINATE ALL WORK REQUIRED

OUTSIDE OF THE INDICATED SCOPE FOR MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, IT, TELECOM,

NURSE CALL, OR OTHER FACILITY SYSTEMS.

HAZARDOUS MATERIAL ABATEMENT MUST BE DONE TO

AFFECTED AREAS PRIOR TO RENOVATION WORK. GC TO

COORDINATE ALL DEMOLITION WITH ABATEMENT

SPECIALIST.

ABATEMENT WORK DONE IN CORRIDOR H205 AND SCI.

SERVICE REHAB. CENTER 2N117A TO BE DONE IN

SUBPHASES AS DEFINED BY ABATEMENT DRAWINGS AND

DONE NIGHTS AND WEEKENDS.

INSTALLATION OF ICRA BARRIERS IS NOT TO REDUCE

EGRESS WIDTH TO LESS THAN 48" AT ANY POINT ALONG

PATH.

ALL MED GAS WORK TO BE DONE BY CERTIFIED

INSTALLER.

ALL WORK IN CEILING SPACE IN CORRIDORS AREAS TO

BE CONTAINED WITH CEILING CAVITY DUST

CONTAINMENT UNITS AND HEPA FILTRATION CARTS.

WHEN GC IS WORKING OIT, DATA, IT, OR PHONE

NETWORKING ROOMS, MEMBER OF OIT TO BE PRESENT.

COORDINATE REMOVALS OF SEISMIC STEEL FRAMING

WITH PHASING PLANS. SEE STRUCTURAL FOR LOCATIONS

WHERE RADIATORS ARE TO REMAIN OR BE REPLACED,

PATCH AND REPAIR WALLS TO LIKE NEW CONDITION TO

RECEIVE NEW WALL FINISH.

PHASING NOTES

CONTROL

RM.

2N110

CHASE

CH-S-6

EXAM

RM.

2S08

STAIRWELL

NO. 2

2S02

VEST.

2S06A

LOUNGE

2N117

HAC

2S10

ELEC.

CLOSET

2S9

SCI

SERVICE

REHAB.

CENTER

2N117A

ELEVATOR

NO. 1

E1

CORRIDOR

H205

EXAM

2N118

PHASING LEGEND

PHASE 1B DEMOLITION SCOPE

PHASE 1A DEMOLITION SCOPE

SCOPE OF WORK LEGEND

ABATEMENT WORK TO BE

PERFORMED AFTER HOURS AND

ON WEEKENDS

AREA NOT IN PHASE

AREA NOT IN SCOPE

SCOPE OF CONSTRUCTION

A. WHERE EXISTING FLOOR TILE, TERRAZZO, OR THICK

SET FLOOR GROUT IS REMOVED, GC TO USE SELF

LEVELING COMPOUND TO MAKE FLOOR SMOOTH AND

FLUSH TO EXISTING FLOOR SUBSTRATE TO RECEIVE

THE NEW FLOOR FINISH. ALL ABANDONED PIPE

PENETRATIONS TO BE FILLED IN WITH MATERIAL

MATCHING SURROUNDING SUBSTRATE.

B. HEPA FILTRATION FOR NEGATIVE PRESSURE

REQUIRED. FIELD LOCATE HEPA CART AND DUCT

ROUTING FOR EACH CONSTRUCTION AREA (NOT

SHOWN FOR CLARITY). SEE DETAIL 1/G-101.

C. CONSTRUCTION BARRIER INSIDE DEPTH TO BE FIELD

VERIFIED TO PROVIDE ADEQUATE SPACE FOR

CONSTRUCTION. LOCATION OF CONSTRUCTION

BARRIERS NOT TO REDUCE ANY EGRESS WIDTH TO

LESS THAN 54" CLEAR. SPECIFIC CLEARANCES

INDICATED ON PLANS

SHEET NOTES

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs#

S S S S

© COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:2

P

M

AD101

SECOND FLOOR DEMOLITION PLANS -

PHASE 1

4 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

N O

R T

H0 4 8 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN - PHASE 1

1 REMOVE DOOR, FRAME, HARDWARE, AND

ACCESSORIES

2 REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED

ACCESSORIES

3 FLOOR FINISHES TO BE REMOVED IN THEIR

ENTIRETY. WORK TO BE PERFORMED BY ABATEMENT

CONTRACTOR, COORDINATE WITH ABATEMENT

DRAWINGS

4 REMOVE ALL CEILING FINISHES, HARDWARE AND

ACCESSORIES

5 REMOVE ALL BUILT IN CABINETS, STORAGE AND

CONTAINERS

6 REMOVE ANY EXISTING EQUIPMENT, CONDUITS,

WIRING, HARDWARE. WINDOWS AND ACCESSORIES

ASSOCIATED WITH ABANDONED IMAGINING

EQUIPMENT.

7 REMOVE PORTION OF GYP BD AND METAL STUD

PARTITION IN ITS ENTIRETY

8 REMOVE SEISMIC STEEL FRAME NOT ASSOCIATED

WITH PRIMARY BUILDING STRUCTURE. PATCH AND

REPAIR WALLS WHERE ANCHORS AND STEEL

REMOVED. SEE STRUCTURAL DRAWINGS.

9 EXISTING GYP CEILING TO REMAIN

10 TYPE A ICRA BARRIER

11 TYPE D ICRA BARRIER

12 ICRA ACCESS POINT W/ STICKY MAT

13 REPAIR, PATCH AND FINISH TO MATCH EXISTING

ADJACENT SURFACE.

14 REMOVE PORTION OF CLAY TILE WALL AND

ATTACHED FURRING. FLOOR TO BE PATCH AND

REPAIRED WITH SELF LEVELING COMPOUND AND

MADE FLUSH WITH REST OF CONCRETE SUBFLOOR

TO INSTALLATION OF NEW FINISHES OR PARTITIONS.

15 REMOVE EXISTING RADIATOR. PATCH AND REPAIR

CAVITY TO MATCH ADJACENT SURFACES. SEE

DETAIL 13/I-201 FOR NEW CONSTRUCTION.

16 SEAL AROUND DOOR COMPLETELY.

Scale: 1/8" = 1'-0"

SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 1

N O

R T

H0 4 8 16

Scale: 1/8" = 1'-0"

H205 AND 2N117A FLOOR AND ABOVE CEILING PARTIAL

ABATEMENT PLAN

ABATEMENT NOTE:

ABATEMENT FOR FLOORS AND CEILING IN H205 AND

2N117A TO BE PERFORMED AFTER HOURS AND ON

WEEKENDS. SEE ABATEMENT PLANS FOR MATERIAL

REMOVAL REQUIREMENTS. WORK TO BE PERFORMED BY

LICENSED ABATEMENT CONTRACTOR. ALL BARRIERS

AND SEALS TO BE REMOVED AT THE END OF APPROVED

WORK-SHIFT AND TURNED OVER TO THE VA WITH AN

UNTOUCHED APPEARANCE.

S

S S

S S

S

SS

S S

S S

S

S

S

S

OS OS

OS

OS

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

S

EQUIP

STORAGE

2N111

EXAM

2S01

TREAT.

RM.

2S01

EXAM

2S04

CONTROL

RM.

2S06

EXAM 6

2N118

WAITING

2N115

P.T. / O.T.

2N58

ELEVATOR

E3

ELEVATOR

LOBBY

2S57

PAIN

REHAB.

CENTER

2S56A

CONFERENCE

RM

2S56

OI&T

2S53

CORRIDOR

H204

ELEVATOR

E2

SOILED

UTILITY

2S10

EXAM 1

2S05

OFFICE

2S11

OFFICE

2S11A

3 3

14OFFICE

2N63

OFFICE

2N60

WAITING

RM.

2N112A

HALLWAY

2N113

WHEEL CHAIR

STORAGE

2N110

HAC

2N64

CORRIDOR

H208

3 3

EXAM

2S12B

ELEVATOR

E4

STAIR 2

S2

OPEN

OFFICE

2N59

CLOSET

2N59A

RESTROOM

2N114MEDS

2N113

1 1

1 10 12

FAC

DATA RM

2S57A

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

PAIN

REHAB.

CENTER

2S56A

P.T. / O.T.

2N58

CONFERENCE

RM

2S56

OI&T

2S53

CORRIDOR

H208

ELEVATOR

E2

ELEVATOR

LOBBY

2S57

ELEVATOR

E3

CLOSET

2N59A

OFFICE

2S11

OFFICE

2S11AOFFICE

2N112

WAITING

RM.

2N112

4 4

EXAM

2S01

EXAM

2N118

RECEPTION

2N115A

TREAT.

RM.

2S01

EXAM

2S04

CONTROL

RM.

2S06

EXAM 1

2S05

HAC

2S10

OFFICE

2N63

OFFICE

2N60

4 4

EXAM

2S12B

CORRIDOR

H204

WHEELCHAIR

STORAGE

2N110

HAC

2N64

ELEVATOR

E4

STAIR 2

S2

CORRIDOR

H205

OFFICE

2N59

MEDS

2N113

FAC

DATA RM

2S57A

2'x4' ACOUSTICAL TILE TO BE

DEMOLISHED

DEMOLITION CEILING LEGEND

DEMOLITION LEGEND

EXISTING WALL TO

BE REMOVED

EXISTING DOOR TO

BE REMOVED

EXISTING TOILET

TO BE REMOVED

EXISTING SINK TO

BE REMOVED

EXISTING WALL TO

BE REMAIN

EXISTING DOOR TO

BE REMAIN

EXISTING TOILET

TO BE REMAIN

EXISTING SINK TO

BE REMAIN

ICRA BARRIER LEGEND

LINE REPRESENTS DIAGRAMMED

LOCATION OF ICRA BARRIERS

SCOPE OF WORK LEGEND

WORK OUTSIDE OF ICRA

BARRIER TO BE PERFORMED

AFTER HOURS

AREA NOT IN PHASE

AREA NOT IN SCOPE

SCOPE OF CONSTRUCTION

PHASING NOTES

PHASE 2:

ESTABLISH ICRA BARRIERS AT LOCATIONS TO BE

AFFECTED BUT NOT TO RESTRICT ANY EGRESS PATH TO

BELOW 48" WIDE. REMOVE WALLS, FLOORS, CEILINGS,

AND MEPFP EQUIPMENT AS INDICATED TO CREATE NEW

RESTROOMS, EXAM/TREATMENT ROOMS, LOGISTICS

STORAGE, MEDS ROOM, COMPLETED OPEN OFFICE

SPACE AND SCALE ALCOVE. A RESULT OF THIS WORK

WILL COMPLETE THE WAITING ROOM AND CORRIDOR

2N118. ROOMS 2S11, AND 2S11A ARE TO RECEIVE NEW

FINISHES ONLY. ROOM 2S10 IS TO HAVE ALL WALLS

FURRED OUT PRIOR TO NEW FINISHES. A SMALL AREA

ADJACENT TO NEW EXAM/TREATMENT 2S01 IS TO BE

TEMPORAILY ABANDONED AND DEMOLISHED IN PHASE 3.

SEE MEP & FP DRAWINGS FOR PHASING INFORMATION.

NOTE - SOME AREAS WHERE CONSTRUCTION AND

OPERTATIONAL AREAS INTERSECT WILL REQUIRE WORK

WHEN THE FACILITY ISN'T IN OPERATION (NIGHTS &

WEEKENDS). THIS INCLUDES, BUT IS NOT LIMITED TO:

CORRIDOR H205, WAITING ROOM 2N115, CORRIDOR 2N118

CORRIDOR H208 AND DEMOLITION/CONSTRUCTION

AREAS AFFECTING EGRESS.

COORDINATE WITH VA COR FOR ANY UTILITY SHUT

DOWNS REQUIRED. COORDINATE ALL WORK REQUIRED

OUTSIDE OF THE INDICATED SCOPE FOR MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, IT, TELECOM,

NURSE CALL, OR OTHER FACILITY SYSTEMS.

HAZARDOUS MATERIAL ABATEMENT MUST BE DONE TO

AFFECTED AREAS PRIOR TO RENOVATION WORK. GC TO

COORDINATE ALL DEMOLITION WITH ABATEMENT

SPECIALIST.

INSTALLATION OF ICRA BARIERS IS NOT TO REDUCE

EGRESS WIDTH TO LESS THAN 48" AT ANY POINT ALONG

PATH.

ALL MED GAS WORK TO BE DONE BY CERTIFIED

INSTALLER.

ALL WORK IN CEILING SPACE IN CORRIDORS AREAS TO

BE CONTAINED WITH CEILING CAVITY DUST

CONTAINMENT UNITS AND HEPA FILTRATION CARTS.

WHEN GC IS WORKING IN OIT, DATA, IT, OR PHONE

NETWORKING ROOMS, EMBER OF OIT TO BE PRESENT.

COORDINATE REMOVAL OF SEISMIC STEEL FRAMING

WITH PHASING PLANS. SEE STRUCTUTAL FOR LOCATIONS

WHERE RADIATORS ARE TO REMAIN OR BE REPLACED,

PATCH AND REPAIR WALLS TO LIKE NEW CONDITION TO

RECIEVE NEW WALL FINISH.

PHASING LEGEND

PHASE 2B DEMOLITION SCOPE

PHASE 2A DEMOLITION SCOPE

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs#

S S S S

© COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:2

P

M

AD102

SECOND FLOOR DEMOLITION PLANS -

PHASE 2

5 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

N O

R T

H0 8 16 32

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN - PHASE 2

Scale: 1/8" = 1'-0"

SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 2

N O

R T

H0 8 16 32

1 REMOVE DOOR, FRAME, HARDWARE, AND

ACCESSORIES

2 REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED

ACCESSORIES

3 FLOOR FINISHES TO BE REMOVED IN THEIR

ENTIRETY. WORK TO BE PERFORMED BY

ABATEMENT CONTRACTOR, COORDINATE WITH

ABATEMENT DRAWINGS

4 REMOVE ALL CEILING FINISHES, HARDWARE AND

ACCESSORIES

5 REMOVE ALL BUILT IN CABINETS, STORAGE AND

CONTAINERS

6 FLOOR FINISHES TO REMAIN.

7 REMOVE PORTIO OF GYP BD AND METAL STUD

PARTITION IN ITS ENTIRETY

8 EXISTING GYP CEILING TO REMAIN, PREP FOR NEW

PAINTED FINISH.

9 WORK OUTSIDE ICRA BARRIER TO BE COMPLETED

AT NIGHTS AND ON WEEKENDS.

10 TYPE A ICRA BARRIER

11 TYPE D ICRA BARRIER

12. ICRA ACCESS POINT W/ STICKY MAT

13 REPAIR, PATCH AND FINISH TO MATCH EXISTING

ADJACENT SURFACE.

14 REMOVE PORTION OF CLAY TILE WALL AND

ATTACHED FURRING. FLOOR TO BE PATCH AND

REPAIRED WITH SELF LEVELING COMPOUND AND

MADE FLUSH WITH REST OF CONCRETE SUBFLOOR

TO INSTALLATION OF NEW FINISHES OR

PARTITIONS.

15 REMOVE EXISTING RADIATOR. PATCH AND REPAIR

CAVITY TO MATCH ADJACENT SURFACES. SEE

DETAIL 13/I-201 FOR NEW CONSTRUCTION.

A. WHERE EXISTING FLOOR TILE, TERRAZZO, OR THICK

SET FLOOR GROUT IS REMOVED, GC TO USE SELF

LEVELING COMPOUND TO MAKE FLOOR SMOOTH AND

FLUSH TO EXISTING FLOOR SUBSTRATE TO RECEIVE

THE NEW FLOOR FINISH. ALL ABANDONED PIPE

PENETRATIONS TO BE FILLED IN WITH MATERIAL

MATCHING SURROUNDING SUBSTRATE.

B. HEPA FILTRATION FOR NEGATIVE PRESSURE

REQUIRED. FEILD LOCATE HEPA CART AND DUCT

ROUTING FOR EACH CONSTRUCTION AREA (NOT

SHOWN FOR CLARITY). SEE DETAIL 1/G-101.

C. CONSTRUCTION BARRIER INSIDE DEPTH TO BE FIELD

VERIFIED TO PROVIDE ADEQUATE SPACE FOR

CONSRUCTION. LOCATION OF CONSTRUCTION

BARRIERS NOT TO REQUCE ANY EGRESS WIDTH TO

LESS THAN 54" CLEAR. SPECIFIC CLEARANCES

INDICATED ON PLANS.

S

S S

S S

S

SS

S S

S S

S

S

S

S

OS OS

OS

OS

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

S S

S

S S

OPEN

OFFICE

2N60

EQUIP

STORAGE

2N111

RESTROOM

2N114

MEDS

2N113

TELEHEALTH

2N112

GROUP

ROOM

2S58

CONSULT

2S56

ELEVATOR

LOBBY

H209

EXAM 6

2N118

RESTROOM

2N118A

EXAM 5

2S01

LOGISTICS

STORAGE

2N117

SOILED

UTILITY

2S10

OFFICE

(PSYCH)

2S11

OFFICE

(SW)

2S11A

CORRIDOR

H204

OI&T_

2S53

CONFERENCE

2S54

CORRIDOR

2N116

WAITING

2N115

CORRIDOR

H208

CHASE_

H208B

ELECT.

CLOSET

H208AELEVATOR

E4

STAIR 2

S2

ELEVATOR

E3

ELEVATOR

E2

CLOSET

2N60A

EXAM 1

2S05

RECEPTION

2N115A

2 2

TREAT.

RM.

2S05

EXAM

2S04

CONTROL

RM.

2S06

EXAM

2S12B

HAC

2N64

WHEELCHAIR

STORAGE

2N110

3 3 3

3 3

8 8 8 8

12 101210

13 13

2'-3" 6'-10"

ALIGN

5'-11"

7'-8"

1 1

15 15

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

TREAT.

RM.

2S05

EXAM

2S04

HAC

2N64

WHEELCHAIR

STORAGE

2N110

EXAM

2S12B

OPEN

OFFICE

2N60

EQUIP

STORAGE

2N111

RESTROOM

2N114

MEDS

2N113TELEHEALTH

2N112

ELEVATOR

LOBBY

H209

EXAM 6

2N118

RESTROOM

2N118A

EXAM 5

2S01

LOGISTICS

STORAGE

2N117

SOILED

UTILITY

2S10

OFFICE

(PSYCH)

2S11

OFFICE

(SW)

2S11A

CORRIDOR

H204

OI&T_

2S53

CORRIDOR

2N116

WAITING

2N115

CORRIDOR

H208

CHASE_

H208B

ELECT.

CLOSET

H208A

ELEVATOR

E4

STAIR 2

S2

ELEVATOR

E3

ELEVATOR

E2

CLOSET

2N60A

EXAM 1

2S05

RECEPTION

2N115A

PAIN

REHAB.

CENTER

2S56A

CONFERENCE

RM

2S56

P.T. / O.T.

2N58

4 4

4 4

CONTROL

RM.

2S06

8 8 8 8

9 9

FAC

DATA RM

2S57A

ICRA BARRIER LEGEND

LINE REPRESENTS DIAGRAMMED

LOCATION OF ICRA BARRIERS2'x4' ACOUSTICAL TILE TO BE

DEMOLISHED

DEMOLITION CEILING LEGEND

DEMOLITION LEGEND

EXISTING WALL TO

BE REMOVED

EXISTING DOOR TO

BE REMOVED

EXISTING TOILET

TO BE REMOVED

EXISTING SINK TO

BE REMOVED

EXISTING WALL TO

BE REMAIN

EXISTING DOOR TO

BE REMAIN

EXISTING TOILET

TO BE REMAIN

EXISTING SINK TO

BE REMAIN

PHASING NOTES

PHASE 3:

ESTABLISH ICRA BARRIERS AT LOCATIONS TO BE

AFFECTED BUT NOT TO RESTRICT ANY EGRESS PATH TO

BELOW 48" WIDE. REMOVE WALLS, FLOORS, CEILINGS,

AND MEP/FP EQUIPMENT AS INDICATED TO CREATE NEW

EXAM ROOMS, AND SOILED LINEN HAMPER ALCOVE. A

RESULT OF THIS WORK WILL COMPLETE THE CORRIDOR

2N115. ROOMS 2S58, H204, AND 2S54 ARE TO RECEIVE

NEW FINISHES ONLY. CORRIDOR H208 AND ELEVATOR

LOBBY H209 TO HAVE WALLS FURRED OUT. SEE MEP & FP

DRAWINGS FOR PHASING INFORMATION.

NOTE - SOME AREAS WHERE CONSTRUCTION AND

OPERATIONAL AREAS INTERSECT WILL REQUIRE WORK

WHEN THE FACILITY ISN'T IN OPERATION (NIGHTS &

WEEKENDS). THIS INCLUDES, BUT IS NOT LIMITED TO:

CORRIDOR H208, CORRIDOR H204, ELEVATOR LOBBY H209

AND DEMOLITION/CONSTRUCTION AREAS AFFECTING

EGRESS.

COORDINATE WITH VA COR FOR ANY UTILITY SHUT

DOWNS REQUIRED. COORDINATE ALL WORK REQUIRED

OUTSIDE OF THE INDICATED SCOPE FOR MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, IT, TELECOM,

NURSE CALL, OR OTHER FACILITY SYSTEMS.

HAZARDOUS MATERIAL ABATEMENT MUST BE DONE TO

AFFECTED AREAS PRIOR TO RENOVATION WORK. GC TO

COORDINATE ALL DEMOLITION WITH ABATEMENT

SPECIALIST.

INSTALLATION OF ICRA BARRIERS IS NOT TO REDUCE

EGRESS WIDTH TO LESS THAN 48" AT ANY POINT ALONG

PATH.

ALL MED GAS WORK TO BE DONE BY CERTIFIED

INSTALLER.

ALL WORK IN CEILING SPACE IN CORRIDORS AREAS TO

BE CONTAINED WITH CEILING CAVITY DUST

CONTAINMENT UNITS AND HEPA FILTRATION CARTS.

WHEN GC IS WORKING IN OIT, DATA, IT, OR PHONE

NETWORKING ROOMS, MEMBER OF OIT TO BE PRESENT.

COORDINATE REMOVAL OF SEISMIC STEEL FRAMING

WITH PHASING PLANS. SEE STRUCTURAL FOR

LOCATIONS.

WHEN REMOVING SEISMIC STEEL BRACING IN OIT, ALL

EQUIPMENT TO BE PROTECTED FROM DUST AND

CONTAMINATION AT ALL TIMES.

WHERE RADIATORS ARE TO REMAIN OR BE REPLACED,

PATCH AND REPAIR WALLS TO LIKE NEW CONDITION TO

RECIEVE NEW WALL FINISH.

SCOPE OF WORK LEGEND

AREA NOT IN PHASE

SCOPE OF CONSTRUCTION

AREA NOT IN SCOPE

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs#

S S S S

© COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:3

P

M

AD103

SECOND FLOOR DEMOLITION PLANS -

PHASE 3

6 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN - PHASE 3

N O

R T

H0 4 8 16

Scale: 1/8" = 1'-0"

SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 3

N O

R T

H0 4 8 16

1 REMOVE DOOR, FRAME, HARDWARE, AND ACCESSORIES

2 REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED

ACCESSORIES

3 FLOOR FINISHES TO BE REMOVED IN THEIR ENTIRETY.

WORK TO BE PERFORMED BY ABATEMENT

CONTRACTOR, COORDINATE WITH ABATEMENT

DRAWINGS

4 REMOVE ALL CEILING FINISHES, HARDWARE AND

ACCESSORIES

5 REMOVE ALL BUILT IN CABINETS, STORAGE AND

CONTAINERS

6 REMOVE PORTION OF CLAY TILE WALL AND ATTACHED

FURRING. FLOOR TO BE PATCH AND REPAIRED WITH

SELF LEVELING COMPOUND AND MADE FLUSH WITH

REST OF CONCRETE SUBFLOOR TO INSTALLATION OF

NEW FINISHES OR PARTITIONS.

7 REMOVE PORTION OF GYP BD AND METAL STUD

PARTITION IN ITS ENTIRETY.

8 REMOVE SEISMIC STEEL FRAME NOT ASSOCIATED WITH

PRIMARY BUILDING STRUCTURE. PATCH AND REPAIR

WALLS WHERE ANCHORS AND STEEL REMOVED.

9 COORDINATE ACCESS TO SPACES OUTSIDE OF SCOPE

TO PATCH AND REPAIR WALLS WHERE STEEL FRAMING

WALL ANCHORS WERE REMOVED.

10 TYPE"A" ICRA BARRIER. SEE SHEET G-101 FOR ICRA

BARRIER WALL TYPES.

11 TYPE "D" ICRA BARRIER. SEE SHEET G-101 FOR ICRA

BARRIER WALL TYPES.

12 ICRA ACCESS POINT W/ STICKY MAT

13 REPAIR, PATCH AND FINISH TO MATCH EXISTING

ADJACENT SURFACE.

14 REMOVE, PROTECT, STORE, AND REINSTALL EXISTING

OVERHEAD SCREEN. SEE INTERIOR SHEETS FOR

INSTALLATION LOCATION

15 REMOVE EXISTING RADIATOR. PATCH AND REPAIR

CAVITY TO MATCH ADJACENT SURFACES. SEE DETAIL

13/I-201 FOR NEW CONSTRUCTION.

A. WHERE EXISTING FLOOR TILE, TERRAZZO, OR THICK

SET FLOOR GROUT IS REMOVED, GC TO USE SELF

LEVELING COMPOUND TO MAKE FLOOR SMOOTH AND

FLUSH TO EXISTING FLOOR SUBSTRATE TO RECEIVE

THE NEW FLOOR FINISH. ALL ABANDONED PIPE

PENETRATIONS TO BE FILLED IN WITH MATERIAL

MATCHING SURROUNDING SUBSTRATE.

B. HEPA FILTRATION FOR NEGATIVE PRESSURE

REQUIRED. FIELD LOCATE HEPA CART AND DUCT

ROUTING FOR EACH CONSTRUCTION AREA (NOT

SHOWN FOR CLARITY). SEE DETAIL 1/G-101.

C. CONSTRUCTION BARRIER INSIDE DEPTH TO BE FIELD

VERIFIED TO PROVIDE ADEQUATE SPACE FOR

CONSRUCTION. LOCATION OF CONSTRUCTION

BARRIERS NOT TO REQUCE ANY EGRESS WIDTH TO

LESS THAN 54" CLEAR. SPECIFIC CLEARANCES

INDICATED ON PLANS.

LEGEND

CONSTRUCTION ROUTE -

CONSTRUCTION MATERIALS ROUTE

CRAWL

SPACE

Z004

WHEELCHAIR

CHARGING

GS21

CRAWL

SPACE

Z003

CRAWL

SPACE

Z002

CRAWL

SPACE

Z001

STORAGE

GS58A

STORAGE

GS58

STORAGE

GS57

STRG

GS57

STRG

GS61

STORAGE

GS60

MECHANICAL

GS08A

MECHANICAL

GS08

LOADING

DOCK

GS05 WORK

ROOM

GS06B

LINEN

CHUTE

GS07

MECH

GS09B

ENG.

GS09A

MECH

GS09EMS

STORAGE

GS14A

MATTRESS

STORAGE

GS14

M. TLT.

GS18A

F. TLT.

GS18B

CORR

H004

ELEV

3OFFICE

GS22C

OFFICE

GS22B

OFFICE

GS22A

OFFICE

GS22D

OFFICE

GS22E

OFFICE

GS22

ELEV

LOBBY

GS24

ELEV

LOBBY

GS24

VENDING

ROOM

GN29

STRG

GN30

TLT

GN27

CLOSET

GN27A

HSKP

GN28

STORAGE

GN31

OFFICE

GN32

WORK

ROOM

GN34

WORK

ROOM

GN33

ELEV

STRG

GS01B

STAIRS

S002

CRAWL

SPACE

Z005

STAIRS

S003

STRG

GN54

STRG

GN36

STRG

GN36

TLT

GN35

STORAGE

GN53

LINEN

CHUTE

GN52

MECHANICAL

GN50

DRIVER'S

TRAINING

GN50

OFFICE

GN44

SCUBA

STORAGE

GN43A

STORAGE

GN43

MECH.

GN39

FOYER

GN57

CORR

H006

CORR

H006

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs#

S S S S

© COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:2

P

M

A-003

GROUND FLOOR CONSTRUCTION

ACCESS PLAN

3 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

N O

R T

H0 8 16 32

A. SEE SPECIFICATION FOR BADGING

REQUIREMENTS.

B. NO MAJOR EQUIPMENT ACCESS THROUGH THE

BUILDING BETWEEN 7 AM TO 5PM. CONTRACTOR

TO COORDINATE WITH A VA COR.

C. STICKY MAT AT CONSTRUCTION ACCESS TO BE

CHANGED WHEN DIRTY AND AT VA REQUEST.

1 CONSTRUCTION ROUTE IS INTENDED FOR

CONSTRUCTION DEBRIS EGRESS ONLY.

DEPENDANT ON FACILITY CONDITIONS, SITE

ACCESS MAY BE RESTRICTED TO MAIN ENTRANCE

ONLY. NO STAGING OR STORAGE OF MATERIALS

ALONG THIS ROUTE IS PERMITTED. ALL DEBRIS

MUST BE REMOVED DAILY AND TAKEN OFF SITE.

2 CONSTRUCTION ROUTE ENTRY POINT

3 VERTICAL TRAVEL FOR CONSTRUCTION ACCESS

ON ELEVATORS SHOULD BE LIMITED TO ELEVATOR

3 ONLY.

4 VERTICAL TRAVEL FOR CONSTRUCTION ON STAIRS

SHOULD BE LIMITED TO STAIR S002 ONLY.

Scale: 1/16" = 1'-0"

GROUND FLOOR CONSTRUCTION ACCESS PLAN

UP

UP

S S

S

S S

S S

S

SS

S S

S S

S S

S

S

S

S S

S

S

GROUP

ROOM

2S58

OPEN

OFFICE

2N60

CONSULT

2S56

CONFERENCE

2S54

OI&T_

2S53

CORRIDOR

H204

ELEVATOR

E2

CORRIDOR

H208

ELEVATOR

E3

ELEVATOR

LOBBY

H209

WAITING

2N115

EQUIP

STORAGE

2N111

MEDS

2N113

TELEHEALTH

2N112

RESTROOM

2N114

ELEVATOR

E4

H208A

ELECT. CLOSET CHASE_

H208B

OFFICE

(SW)

2S11A

OFFICE

(PSYCH)

2S11

SOILED

UTILITY

2S10

STAIR 2

S2

EXAM 6

2N118

CORRIDOR

2N116

EXAM 2

2S04

EXAM 5

2S01

LOGISTICS

STORAGE

2N117

EXAM 4

2S02

EXAM 3

2S03

RESTROOM

2N118A

A-104

EXAM 1

2S05

RECEPTION

2N115A

SOILED

LINEN

2N120

STORAGE

2N119

SCALE

2N116A

FAC

DATA RM

2S57A

SCOPE OF WORK LEGEND

AREA NOT IN SCOPE

SCOPE OF WORK BOUNDARY

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs#

S S S S

© COPYRIGHT Apogee - CEMS JV, LLC

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/1

/2

:2

:2

P

M

A-101

OVERALL SECOND FLOOR PLAN -

COMPLETE

7 13EJD

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR,

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB20-028

TJS

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/16" = 1'-0"

OVERALL SECOND FLOOR PLAN - COMPLETE

N O

R T

H0 8 16 32

A. VERIFY EQUIPMENT, FURNITURE, AND SYSTEMS

FURNITURE, AND SYSTEMS FURNITURE ON

EQUIPMENT PLANS.

B. SOME WORK TO BE CONDUCTED AFTER HOURS AND

ON WEEKENDS WHEN FACILITY IS OFF PEAK

OPERATING HOURS. COORDINATE WITH COR FOR

TIME AND DAYS.

C. WORK CONDUCTED OUTSIDE OF MAIN SCOPE OF

CONSTRUCTION (IT, DATA, TELECOM) TO BE DONE ON

NIGHTS AND WEEKENDS WHEN FACILITY IS OFF PEAK

OPERATING HOURS.

D. ALL MEANS OF EGRESS TO BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION. MINIMUM CLEAR

CORRIDOR WIDTH TO BE OBSERVED DURING ALL

CONSTRUCTION PHASES.

E. INSTALLATION OF ICRA BARRIERS IS NOT TO REDUCE

EGRESS WIDTH TO LESS THAN 50" AT ANY PONT

ALONG PATH.

F. ALL MED GAS WORK TO BE DONE BY CERTIFIED

INSTALLER.

S

S S

S S

S

SS

S S

S S

S

S

S

S

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1

M.4

2N113

S

5'-11" 12'-9 3/4" 20'-11"

1'-7"

8'-0 1/2" 8'-5 1/4"

1'-9 1/2"

21'-1 1/2" 12'-5" 6'-2"

13'-9" 18'-8 1/2" 3'-11 1/4" 9'-7 1/2"

EXAM 1

2S05

TREAT.

RM.

2S05

EXAM

2S04

EXAM

2S01

STAIRWELL

NO. 2

2S02

OFFICE

2N111

OFFICE

2S11A

OFFICE

2S11

HAC

2S10

ELEC.

CLOSET

2S9

ELEVATOR

LOBBY

2S57

ELEVATOR

E2

CORRIDOR

H204

OI&T

2S53

CONFERENCE

RM

2S56

PAIN

REHAB.

CENTER

2S56A

SCI

SERVICE

REHAB.

CENTER

2N117A

CORRIDOR

H205

ELEVATOR

E3

P.T. / O.T.

2N58

EXAM

2N118

CORRIDOR

H208

WAITING

ROOM

2N112A

WAITING

2N115

OPEN

OFFICE

2N59

EXAM

2S12B

Maa3

A

Maa3

A

Ma3

A

Ma3

Ma3

Maa2-3

A

/2

"Maa3

A

OFFICE

2N60

OFFICE

2N63

HAC

2N64

WHEELCHAIR

STORAGE

2N110

ELEVATOR

E4

+/- VERIFY

1'-0 1/4"

V E

R

IF

Y

/4

CLOSET

2N59B

2N60

N

B

RESTROOM

2N114

MEDS

2N113

Ma0Ma0

Ma3

A

A-402

Ma0

A-402

I-423

I-431

2N114

4 4

Ma2

N

A

Maa3

A

RECEPTION

2N115A

Maa3

A Maa3

A

A-401

FAC

DATA RM

2S57A

2S58

S

A

Ma2

A-402

A-402

Ma0

A-401

Ma2

Ma0

Ma0

Ma0

Ma3

Ma2

CHIRO

2S12

OFFICE

2S51

EXAM

2S12A

K L L.1 L.2

M

M.3 N.1 N.3 N.5

P

P.1

P.2 P.4

Q Q.1 R S

4.4

6.5

7.3

9.9

M.1 M.4

2N59

OPEN OFFICE

8' - 6"

ACT

2x2

EXAM 1

2S05

TREAT.

RM.

2S05

EXAM

2S04

CHASE

CH-S-3

EXAM

2S01

STAIRWELL

NO. 2

2S02

OFFICE

2N111

OFFICE

2S11A

OFFICE

2S11

HAC

2S10

ELEC.

CLOSET

2S9

ELEVATOR

LOBBY

2S57

ELEVATOR

E2

CORRIDOR

H204

OI&T

2S53CONFERENCE

RM

2S562S56A

PAIN REHAB.

CENTER

SCI

SERVICE

REHAB.

CENTER

2N117A

CORRIDOR

H205

ELEVATOR

E3

P.T. / O.T.

2N58

EXAM

2N118

CORRIDOR

H208

8' - 6"

ACT

2x2

OFFICE

2N63

OFFICE

2N60

HAC

2N64

7' - 6"

GYP

A-401

A-401

EXAM

2S12B

WHEELCHAIR

STORAGE

2N110

WAITING

ROOM

2N112A

ELEVATOR

E4

RESTROOM

2N114

MEDS

2N113

WAITING

2N115

8' - 0"

ACT

2x2

8' - 0"

ACT

2x2

I-423

5 _____ I-431

RECEPTION

2N115A

A-401

FAC

DATA RM

2S57A

7' - 8"

GYP

CHIRO

2S12

OFFICE

2S51

EXAM

2S12A

A-401

7 _____ A-401

A-401

A-401

SIM

REFLECTED CEILING PLAN

LEGEND

CURTAIN TRACK

2'x2' LAY-IN LED

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT

FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

DENOTES GWB

SOFFIT/CEILING

E Q

B

EQ. A

SPRINKLER HEAD

2'x4' LAY-IN LED

MAT

8'-0"

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

CEILING CONTRACTOR TO MEASURE EACH CEILING

AREA AND ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF EACH

ROOM. AVOID USE OF LESS-THAN 6" TILES.

OCCUPANCY SENSOR

OS

NO CEILING IN THIS

AREA

CONSTRUCTION LEGEND

NEW WALL, SEE WALL TYPES

NEW DOOR, SEE DOOR SCHEDULE

NEW TOILET, SEE PLUMBING

NEW SINK, SEE PLUMBING

NEW DRINKING FOUNTAIN, SEE PLUMBING

PHASE 1:

ESTABLISH ICRA BARRIERS AT LOCATIONS TO BE

AFFECTED. REMOVE WALLS, FLOORS, CEILINGS, AND

MEPFP EQUIPMENT AS INDICATED TO CREATE NEW

RECEPTION, WAITING, OPEN OFFICE, EXAM/TREATMENT

ROOM AND SCI SERVICE REHAB MAIN ACCESS

CORRIDOR. THE EXISTING CONTROL ROOM AND

VESTIBULE ADJACENT TO EXAM 2S05 IS TO BE

TEMPORARILY ABANDONED AT THE END OF PHASE 1 AND

THROUGHOUT PHASE 2. PORTION OF SPACE NEXT TO

EXAM 2N118 AND WAITING 2N115 TO BE TEMPORARILY

ABANDONED FOR AND DEMOLISHED IN PHASE 2. CLOSE

OPENING FROM EXAM 2S04 INTO THE VESTIBULE AND

SEAL WITH A TEMPORARY CONSTRUCTION PARTITION.

SEE MEP & FP DRAWINGS FOR PHASING INFORMATION.

NOTE - SOME AREAS WHERE CONSTRUCTION AND

OPERATIONAL AREAS INTERSECT WILL REQUIRE WORK

WHEN THE FACILITY ISN'T IN OPERATION (NIGHTS &

WEEKENDS). THIS INCLUDES, BUT IS NOT LIMITED TO:

CORRIDOR H205, WAITING ROOM 2N115, SCI. SERVICE

REHAB CENTER 2N117A, CORRIDOR H208 AND

DEMOLITION/CONSTRUCTION AREAS AFFECTING EGRESS.

COORDINATE WITH VA COR FOR ANY UTILITY SHUT

DOWNS REQUIRED. COORDINATE ALL WORK REQUIRED

OUTSIDE OF THE INDICATED SCOPE FOR MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, IT, TELECOM,

NURSE CALL, OR OTHER FACILITY SYSTEMS.

HAZARDOUS MATERIAL ABATEMENT MUST BE DONE TO

AFFECTED AREAS PRIOR TO RENOVATION WORK. GC TO

COORDINATE ALL DEMOLITION WITH ABATEMENT

SPECIALIST.

ABATEMENT WORK DONE IN CORRIDOR H205 AND SCI.

SERVICE REHAB. CENTER 2N117A TO BE DONE IN

SUBPHASES AS DEFINED BY ABATEMENT DRAWINGS AND

DONE NIGHTS AND WEEKENDS.

INSTALLATION OF ICRA BARRIERS IS NOT TO REDUCE

EGRESS WIDTH TO LESS THAN 48" AT ANY POINT ALONG

PATH.

ALL MED GAS WORK TO BE DONE BY CERTIFIED

INSTALLER.

ALL WORK IN CEILING SPACE IN CORRIDORS AREAS TO

BE CONTAINED WITH CEILING CAVITY DUST

CONTAINMENT UNITS AND HEPA FILTRATION CARTS.

WHEN GC IS WORKING OIT, DATA, IT, OR PHONE

NETWORKING ROOMS, MEMBER OF OIT TO BE PRESENT.

COORDINATE REMOVALS OF SEISMIC STEEL FRAMING

WITH PHASING PLANS. SEE STRUCTURAL FOR LOCATIONS

WHERE RADIATORS ARE TO REMAIN OR BE REPLACED,

PATCH AND REPAIR WALLS TO LIKE NEW CONDITION TO

RECEIVE NEW WALL FINISH.

PHASING NOTES

SCOPE OF WORK LEGEND

AREA NOT IN PHASE

SCOPE OF CONSTRUCTION

AREA NOT IN SCOPE

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2…