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- Attached to
- 36C77623B0047 - Y1DA--657A5-21-700 EHRM Infrastructure Upgrades Construction Marion, IL VAMC
- Solicitation number
- 36C77623B0047_1
About this file
This solicitation is for construction services at the Marion VA Medical Center in Marion, Illinois. The scope of work includes infrastructure upgrades to buildings 8, 13, 14, 15, 16, 37, 38, 42, 43, 81, and 82. Specific projects involve renovating and upgrading computer rooms, telecom closets, electrical closets, and other interior spaces. The solicitation seeks fixed-price bids for trade packages including demolition, carpentry, doors/frames/hardware, drywall, flooring, painting, and mechanical/electrical/plumbing work. Bids are due by July 20, 2023. The period of performance is 270 calendar days from NTP. The place of performance is the Marion VAMC. The total estimated value is $6.5 million.
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Text version
CSELECT.
H
SS
FEC
DN
DN
DN
AE402
AE402
1 2 3
A
B
OFFICE
BREAK
CONFERENCE
STOR
OFFICE
OFFICE
OFFICE
OFFICE
RR
OFFICE
RR
OFFICE
OFFICE
ELEC
105A
MECH
101C
HAC
PLAN RM
WORKSTATIONS
121A OFFICE
TR
101D
AE402
AE402
PHARMACY
OFFICE
SUPPLIES
105D
ENGINEERING
105EFREEZER
110A
REFRIGERATOR
110 LOADING
DOCK
OXYGEN
OFFICE
SPACE
105A
MAILROOM
OFFICE
BREAK
ROOM
WAREHOUSE
STORAGE
1 2 3 4 5 6 7 8 9
A
B
C
TR
105D
TELEPHONE
CLOSET
105C
1 2 3 4 5 6 7 8 9
A
B
C
AE403
AE403
AE403
AE403
IRM
STORAGE
TELEPHONE
BIOMED
106A
STOR.
105A
OFFICE
GYM
118B
OFFICE
OFFICE
OFFICE
IRM
123A
IRM OFFICE
OFFICE
VAV
BIOMED
BIOMED OFF
BIOMED OFF
MENS
WOMENS
BEHAVIOR
MEDICINE
BEHAVIOR
MEDICINE
BEHAVIOR
MEDICINE
BEHAVIOR
MEDICINE
COMPUTER
124IRM TECH
STAFF
T/C ELEC
BIOMED OFF
HAC
BEHAVIOR
MEDICING
AMER.
LEGION
VFW
TR
'-7
/2
SITE INVESTIGATION
AE401
AE401
TR
MUSEUM
OFFICE
OFFICE
OFFICE
OFFICE
BREAK
RR
RR
OFFICE
JANITOR
STAIR
A B C D
D
E
E
F
F
G
GA B C
D E F G
AE401
AE401
UNEXC.
CS-2
UNEXC.
CS-1
STORAGE
STORAGE
STORAGE
STORAGE
TR
4A
STORAGE
STOR.
AE401
AE401
EQUIP.
MAINT.
104STORAGE
OFFICE
103B
RR
103A
EMERG.
GEN.
BAY
1 2 3 4 5 6
A
B
C
D
E
F
4.93.92.91.81.7
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
N
MOD-4
MOD-3
MOD-1
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :2
A
M
REFERENCE PLANS - BLDG 8, 13, 14, 15,
16, 37
NR 076 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE101
SPUR #: 2114
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 15 LEVEL G4
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 16 LEVEL G5
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 37 LEVEL 16
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 8 LEVEL 11
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 13 LEVEL G2
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 14 - LEVEL 23
1" = 400'-0"
KEY PLAN
8, 13, 14, 15, 16, 37
No. REVISION DESCRIPTION DATE
AE404
AE404
A B
AE201
W.I.F. KITCHEN
VENDING
LINEN
6A
STOR
5B
ELEC
MECHANICAL
TRANSFORMER
TRANSFORMER
2A
CLEAN
STORAGE
RETAIL
SHOP
MORGE
33A
SEISMIC
TOWER
MECHANICAL
OFFICE
OFFICE
28A
OFFICE
SEISMIC
TOWER
SHOP
TRANSFORMER
STAIR 1
C
D
IT
AE404
AE404
EXAM
EXAM
EXAM
EXAM
EXAM
A B
AE201
CHAPEL
OFFICE
LAB
STOR
ORAL
SURGERY
OFFICE
HYGENE
DENTAL
DENTAL
DENTAL
DENTAL
X-RAY
DENTAL
104B
HYGENE
104A
BREAK
STOR
HAC
122RR
RR
LOCKER
OFF
120A
OFF
119C
OFF
199E
OFF
119D OFFICE
ELEC
WAITING
103A
EXAM
EXAM
EXAM
102D
OFFICE
102C
CLERKS
OCT
CAMERA
WAIT
111A
HEALTHINFECTION
CONTROL
102A
OCC HEALTH
WAITING
INFECTION
CONTROL
CAMERA
107A
STAIRLOCKER
121A
LOCKER
121B
HAC
STOR
OFFICE
119A
WAIT
RECPT.
119C
LOBBY
OFFICE
LOUNGE
STAIR 2STAIR 1
SEISMIC
TOWER
EXAM
EXAM
TR
123C
EXIST.
DATA
123B
TEAM
OFFICE
#1
C
D
AE405
AE405
A B
LOCKER
SERILE AND
NONSTERILE
STOR.
INVENTORY
MANAGEMENT
DECONTAMINATION
INVENTORY
CONTROL
HAC
SPD MGR
RECEIVING
VISISTOR
LOUNGE
MULTI
PURPOSE
OFFICE
STORAGE
OFFICE
SEISMIC
TOWER
STAIR 1
PHAR
LOGISTICS
NOURISH
RR
330A
ELEC
ETO
WASH
TR
312B
C
D
AE405
AE405
A B
AE201
ANESTHESIA
EQUIP
OR
OR
ELEC
HAC
STRESS LAB
EXAM
EXAM
NURSE
LOUNGE
LOCKER
LOCKER
OR
SOILED
PRE/POST
PRE/POST
CONSULT
RECPT.
WAITING
OFFICE
OFFICE
RR
RR
LOGISTICS
TR
237A
RR
RR
RR
STOR
SEISMIC
TOWER
PATIENT
ROOM
COMFORT
OFFICE
231A
EXAM
OFFICE
OFFICE
229 OFFICE
STAIR 1
STOR
C
D
AE406
AE406
A B
AE201
ROOFMECHANICALROOF
CLEAN
UTILITY
STOR
417A
STAIR 1
ELEC
STOR
RECOVERY
DICTIATION
413B
SEISMIC
TOWER
C
D
TR
418B
OR #2
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
MOD-1
MOD-4
MOD-3
N th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:5 :5
A
M
REFERENCE PLANS - BLDG 38
NR 077 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE102
SPUR #: 2114
N
1/16" = 1'-0"
REFERENCE PLAN - LEVEL G1
N
1/16" = 1'-0"
REFERENCE PLAN - LEVEL 12
N
1/16" = 1'-0"
REFERENCE PLAN - LEVEL 34
N
1/16" = 1'-0"
REFERENCE PLAN - LEVEL 23
N
1/16" = 1'-0"
REFERENCE PLAN - LEVEL 45
1" = 400'-0"
KEY PLAN
RR
RR
UP
UP
AE407
AE407
AE407
AE408
AE407
AE407
AE407
AE408
AE407
AE407
MECH
BC115 CT CONTROL
BC139
CT SCAN
BC138
NUC MED
CONTROL
BC109
OFFICE
BC110
EXAM
BC111
ELEC
BC116
HAC
BC113
CLEAN
BC114
OFFICE
BC112
XRAY STOR
BC118
EXAM
BC120
PROC
BC121
COMPUTER
BC122
PROC
BC123
EXAM
BC131
EXAM
BC133
RR
131A
RR
133A
READING
BC130
TECH
BC132
BONE
BC132A
RR
BC136
STOR
BC134 STOR
CB43A
STOR
CB43C CLERK
CB42
STATIONARY
BC105
WAITING
CB40
HAC
BC135
IMAGING
BC106
CONF
BC108
BREAK
BC107
RR
105A
RR
106A
INJECT
BC104
THYROID
BC102
RADIOPHARMACY
BC103
STOR
BC101
STERIL
BC100A
BIOASSAY
BC100
WAITING
CB34A
HIST FROZ
GR SECT
BB144
DRAW
BB127
RECS
144A
SPEC
127A
CORE
FUNCT.
BB129
CLINICAL
MICRO
BB131
STERILE
PREP
BB133
STOR
141A
COOLER
141B
WORK
141C
CLINICAL
PATH
BB143
BLOOD
BANK
HEMATOLOGY
BB142
ELECTRICAL
BB139A
BULK
PROCESS
BB141
MECHANICAL
BB139
OFFICE
BB135
LOCKER
BB134
OFFICE
BB132
OFFICE
BB130
BLOOD
DRAW
BB128
HAC
RR
ULTRASOUND
BC119
RR
119A
UTLRASOUND
BC125
BREAK
BC124
RR
124A
AAI
BC126
OFFICE
BC127
OFFICE
BC128
OFFICE
BC129
STOR
CT SCAN
CONTROL
MRI
EQUIP
CHANGE
PREP
PREP
RR
ELEC
NURSE
D125
EXAM
D126
EXAM
D127
EXAM
D128
EXAM
D129
EXAM
D130
WAITING
D116
RECPT
D117
EXAM
D119
EXAM
D120
EXAM
D121
EXAM
D122
NURSE
D123 STOR
D124
OFFICE
D118OFFICE
BD108E
PHARMACY
BD109
LOUNGE
BD107
RR
107A
RR
107B
OFFICE
BB103
CLERK
CB20B
CLINIC
BB116
CLINIC
BB118
CLINIC
BB117
EXAM
BB102
EXAM
BB101
EXAM
BB100
OFFICE
BB104
EXAM
BA121
OFFICE
BA122
CLERK
CB19B
CLINIC
BB105
CLINIC
BB115
PROC
BB106
CLINIC
BB114
RR
BB107
OFFICE
107A
OFF
113A
BREAK
BA142
SOILED
BA141
LOG
BA140
MED
BA139
EXAM
BA137
EXAM
BA136
OFFICE
BB109
OFFICE
BB110
OFFICE
BB111
CLINIC
BB112
LINEN
RR
STOR
BB119
CLINIC
BB121
NURSE
EXAM
BB124
OFFICE
BB123
EXAM
BB125
RR
BA135 SAFE
BA134
EXAM
BA132
SAFE
BA133
LIFE
SUPPORT
BA131
OFFICE
BA126
RR
106A
NOUR
BA138
LIFE
SUPPORT
BA129
EXAM
BA128
EXAM
BA130
EXAM
BA126
RR
RR
126B
DECON
BA119
NURSE
CB11
NAME
EXAM
BA113
EXAM
BA112
EXAM
BA108
MOD
BA144
BEREAV
BA107
EXAM
BA106
COMMAND
CENTER
BA143
EXAM
BA146RR
CLEAN
BA110
RR
MSA
CB6B
WAITING
CB6
SEC
CB6A
OFFICE
BA106
OFFICE
BA107
CASHIER
BA104
OFFICE
BA103
EXAM
BA103A
EXAM
BA103B
CLERK
CB3A
OFFICE
BA101
POLICE
BA102
WORK
BA102A
WAITING
CB49
CONFERENCE
ROOM
BD100 STOR
100A
OFFICE
BA100A
CLERK
BA100
OFFICE
BA125
ARMORY
BA102C
LOCKER
CB18A
ELEC
BA124
RR
BD106
RR
BD105
HAC
BD103
PHARM
BD102
COUNSEL
BD101
STOR
BD113
MIX
113A
PREP
113B
RR
111A
HAC
MECH
BD115
CONT.
SUBST
BD110
VAULT
BD110A
SPECIMAN
E018
COOLER
E018A
BLOOD
BANK
E021
ACID
E023A
MICRO
E019A
HIST
E023
IT
E025
MAIN LAB
E019
SHARED
OFFICE
E016
OPEN
OFFICE
E010
OFFICE
E012
PSA
E014
STOR
E008
OFFICE
E017
SHARED
OFFICE
E015
OFFICE
E013
STA
E009
STA
E011
STA
E003
STA
E005
PHLEBO
E002
RR
E004
RR
E006
STA
E007
WAITING
E001
CONF
E026
BREAK
E024
HAC
E024A
RR
E022
RR
E020
BUF
108B
STOR
108D
BUF
108A
ANTE
BD108
BUF
108C
VENDING
CB52
TR
CB52A
ELECTRICAL
CB13B-42
COMMUNICATIONS
CLOSET
CB13A-42
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
MOD-4
MOD-3
MOD-1
N th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :3
A
M
REFERENCE PLANS - BLDG 42
NR 078 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE103
SPUR #: 2114
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 42 LEVEL G1
1" = 400'-0"
KEY PLAN
DN
EX
DN
EX
DN
EX
DN
EX
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
AE408
AE408
EMERG.
GEN.
ELECT.
EQUIP.
SERVING
MECHANICAL
SOILED
LINEN
HKS
PATIO
PHYSICAL
ACTIVITIES
RECREATION
DINING
1 BED
1 BED
1 BED
110 2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
4 BED
2 BED
2 BED
2 BED
PHYSICAL
THERAPY
OFFICE
OFFICE
100A
OFFICE
100B
OFFICE
OFFCE
CLASSROOM
CONFERENCE
LOBBY
VESTIBULE
HR LINK
N.W. ELEC.
HAC
4 BED
CONG BATH
RR
CLEAN
SOILED
MECH
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
2 BED
1 BED
1 BED
1 BED
HOSPICE
STORAGE
TREATMENT
TEL
ELC
HAC
MED
TEAM
NURSE
OFF
OFF
RR
RR
OFF
LOUNGE
OFF
LOCKER
LOCKER
STORAGE
169B
STR.
169A
STR.
RR
170A
AE408
AE408
EDUC
DAY ROOM
DAY ROOM
150 DINING
EXERCISE
CONF
WAITING
OFFICE
OFF
OFF
OFF
OFF
OFF
DINING RM
SUPPLY
HSKP
STOR
KITCHEN
HSKP
SOILED
ELEC
SOILED
STOR
STOR
BED
STOR
BED
BED
LAUNDRY
MECH
BED
BED
BED
BED
BED
BED
OFF
OFF
OFF
BED
BED
SHOWER
GROUP
ROOM
BED
BED
STAFF
BED
COMMUNICATION
CENTER
EXAM
MED
CONSULT
WAITING
101B
BED
RR
104A
RR
OFFICE
TR
AE409
AE409
WAITING
RR
RR
RECPT
OFFICE
OFFICE
OPEN
OFFICE
OFFICE
OFFICE
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
STOR
PRO OFF
PT WS
PRO DS
152 OPEN GYM
RR
RR
HAC
OFFICE
EXAM
EXAM
EXAM
SHARED OFF
EXAM
EXAM
RR
RR
LG GROUP
EXAM
EXAM
EXAM
EXAM
PROSTHESIS
SUPPLY
THERAPY
BATH
EQUIP
DRESS
130A
STOR
SUPPLY
MECH
BREAK
LOCKER
LOCKER
TR
OFFICE
MOD-4
MOD-3
MOD-1
N
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 43 LEVEL G1
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 81 LEVEL 12
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 82 LEVEL 13
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :4
A
M
REFERENCE PLANS - BLDG 43, 81, 82
NR 079 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE104
SPUR #: 2114
1" = 400'-0"
KEY PLAN
43, 81, 82
UP UP
EX
EX
EX
EX
FEC
AE409
AE409
OFFICE
OFFICE
OFFICE
OFFICE
RECPT
OFFICE
OFFICE
OFFICE
OFFICE
SPECIAL
PROGRAMS
COUNSEL
OFFICE
COUNSEL
COUNSEL
OFFICE
RR
OFFICE
OFFICE
OFFICE
OFFICE
TESTING
TESTING
GROUP
GROUP
GROUP
GROUP
246ELEC
RR
RR
HAC
STOR
251A
WORK
OFFICE
ADMIN
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
TR
AE409
AE409
GROUP
ACTIVITY
PANTRY
KITCHEN
WAITING
VEST
GROUP
STORAGE
RECEIVING
ELECTRICAL
EQUIP
LOUNGE
OFFICE
128OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
TREAT
MED
115A
EXAM
EXAM
EXAM
CONTROL
OFFICE
EXAM
COUNSEL
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
NAME
RR
RR
GROUP
GROUP
GROUP
RR
RR
EQUIP
HAC
STOR
RR
TR
AE410
AE410
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CODING
COPY
HAC
OFF
OFF
OFFICE
CREDENTIAL
PRIVILEGING
COMMUNITY
HEALTH
NURSING
SERVICE
NAME
CODING
COMPUTER/NEO
TRAINING
RM
REC MGR
AND CODING
STAFF
OFFICE
OFFICE
HR
OFFICE
COPY
VETERNS
TRANSPORT
HR
OFFICE
OFFICE
OFFICE
OFFICE
PRIMARY
CARE
TR
AE410
AE410
AE410
AE410
OPEN
OFFICE
OFFICE
OFFICE
OFFICE
RR
RR
STORAGE
AE410
AE410
AE410
AE410
OFFICE
OPEN
OFFICE
OFFICE
OFFICE
OFFICE
TR
OFFICE
OFFICE
RR
STORAGE
RR
OFFICE
108A
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
MOD-4
MOD-3
MOD-1
N
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 83 LEVEL 22
N
1/16" = 1'-0"
REFERENCE PLAN - BLDG 83 LEVEL 11
N
1/16" = 1'-0"
REFERENCE PLAN - MOD-13
N
1/16" = 1'-0"
REFERENCE PLAN - MOD-34
N
1/16" = 1'-0"
REFERENCE PLAN - MOD-45
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :4
A
M
REFERENCE PLANS - BLDG 83, MOD-1, 3,
NR 080 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE105
SPUR #: 2114
1" = 400'-0"
KEY PLAN
BLDG 83 AND MOD 1, 3, 4, & 7
LEVEL GROUND
0"
LEVEL 1
12'-0"
LEVEL 2
24'-4"
LEVEL 3
35'-10"
LEVEL 4
47'-4"
LEVEL 5
61'-9"
A B
ROOF
59'-8"
D
AE201
AE201
-3
B
-4
B
TR
418B
TR
312B
TR
237A
TR
123C
TR
LEVEL GROUND
0"
LEVEL 1
12'-0"
LEVEL 2
24'-4"
LEVEL 3
35'-10"
LEVEL 4
47'-4"
LEVEL 5
61'-9"
A B
7'-10"
ROOF
59'-8"
EXPANSION JOINT TO
ALGIN WITH EXISTING
CONTROL JOINT, TYP.
NEW EIFS
EXTERIOR WALL
NEW CMU WALL
8' -8
STUCCO CONTROL
JOINT, TYP.
6' -4
/4
5'
-1
/4
6' -4
/4
5'
-1
/4
6' -1
1/
4" 5'
-1 0"
6' -4
/4
5'
-1
/4
5' -1
/4
5'
-1
/4
4' -3
/4
EXISTING SEISMIC
TOWER
NEW TR TOWER TO
ALIGN WITH TOP OF
EXISTING
EXISTING CONTROL
JOINT
D
DOWNSPOUT
1'
-9
F V
LEVEL GROUND
0"
LEVEL 1
12'-0"
LEVEL 2
24'-4"
LEVEL 3
35'-10"
LEVEL 4
47'-4"
LEVEL 5
61'-9"
AE201
ROOF
59'-8"
AE201
AE201
-2
A
-1
C
-1
TR
418B
TR
312B
TR
237A
TR
123C
TR
AE201
LEVEL GROUND
0"
LEVEL 1
12'-0"
LEVEL 2
24'-4"
LEVEL 3
35'-10"
LEVEL 4
47'-4"
LEVEL 5
61'-9"
AE201
ROOF
59'-8"
-1
M
TR
312B
TR
237A
TR
123C
TR
TR
418B
A
7.88
5.017.88
ALIGN TYP.
B
D
7.88
5.01 7.88
LEVEL 3
35'-10"
5.01
3.05
9.89
7.87
9.87
9.12
7.107
7.106
6.07
7.104
5.32
5.33
A B
AE201
AE201
AE201
D
1/ 4"
1'
-0
7.63
7.87
7.887.88
7.887.88
7.881/4" / 1'-0"
7.88
7.108
LEVEL 3
35'-10"
B D
5.01
3.05
9.89
7.88
LEVEL 4
47'-4"
A
5.01
3.05
9.89
5.29
7.88
B
D
7.885.01
5.29
7.88
ALIGN
LEVEL 5
61'-9"
ROOF
59'-8"
5.01
7.87
9.87
7.104
7.106
6.07
7.107
9.12
7.18
7.94
9.88
7.02
5.29
7.90
7.104
7.103
6.07
5.10
5.33
5.32
LEVEL 5
61'-9"
ROOF
59'-8"
5.01
9.87
7.104
7.106
6.07
7.107
9.12
7.94
9.88
5.29
7.104
7.103
6.07
5.10
5.33
5.32 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :5
A
M
BUILDING ELEVATION AND SECTION
NR 081 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE201
SPUR #: 2114
1/8" = 1'-0" 3/ AE201
BUILDING SECTION2 1/8" = 1'-0" 1/ AE102
BUILDING ELEVATION11/8" = 1'-0" 8/ AE201
BUILDING SECTION31/8" = 1'-0" 8/ AE201
BUILDING SECTION4
KEYNOTE LEGEND
3.05 COMPOSITE CONCRETE DECK, REF: STRUCTURAL
5.01 STRUCTURAL STEEL, REF: STRUCTURAL
5.10 METAL DECK
5.29 HSS BRACING, REF: STRUCTURAL
5.32 METAL STUD SLIDE CLIP, REF: STRUCTURAL
5.33 L5X5X1/4" STEEL ANGLE, REF: STRUCTURAL
6.07 1/2" EXTERIOR SHEATHING
7.02 BACKER-ROD & SEALANT, COLOR MATCH TO WALL FINISH
7.18 SCUPPER
7.63 THRU-WALL SCUPPER
7.87 DOWNSPOUT
7.88 2" EXPANSION JOINT
7.90 FLASHING STRIP
7.94 PREFINISHED ALUMINUM COPING
7.103 INSULATION AND MEMBRANE. REF: SPECS
7.104 AIR/WATER BARRIER
7.106 1 1/2" POLYISO RIGID INSULATION
7.107 5 1/2" BATT INSULATION
7.108 EXISTING SCUPPER TO REMAIN, REF: DETAIL 9/AE102 FOR SIMILAR CONDITION. FLASH AS
REQUIRED TO DRAIN ONTO NEW ROOF
9.12 1/2" GYPSUM WALL BOARD
9.87 STUCCO
9.88 2-7/8" CASING BEAD
9.89 FLOORING, REF: FINISH FLOOR SCHEDULE
N
1" = 1'-0" 2/ AE404
EXPANSION JOINT PLAN DETAIL6
N
1" = 1'-0" 2/ AE404
EXPANSION JOINT PLAN DETAIL5
1" = 1'-0" 3/ AE201
SECTION DETAIL13
N
1/4" = 1'-0"
ROOF PLAN8
1" = 1'-0" 2/ AE201
SECTION DETAIL111" = 1'-0" 2/ AE201
SECTION DETAIL12
N
1" = 1'-0" 2/ AE406
EXPANSION JOINT PLAN DETAIL7
No. REVISION DESCRIPTION DATE
1 1/2" = 1'-0" 3/ AE201
SCUPPER DETAIL91 1/2" = 1'-0" 3/ AE201
PARAPET DETAIL10
TR
C
2.12
2.18
2.20
+/- 18'-5" FV
'-1
F
V
+/- 2'-1" FV +/- 8'-3 1/2" FV +/- 8'-1" FV
'-6
F
V
3' -8
125 SF
TR
+/- 18'-5" FV
C
'-1
F
V
'-6
F
V
5'-1 7/8" 2'-5" 10'-10 1/4"
1/
2" 1'
-8
/2
1/
2"
1' -8
/2
3'
-7
10.31
8-107
+/- 2'-1" FV +/- 8'-3 1/2" FV +/- 8'-1" FV
26.0726.07
9.01
4"
STORAGE
CORRIDOR
STORAGE
4A
2.12 2.14
+/- 4'-0" FV +/- 9'-6 1/2" FV
+/- 13'-6 1/2" FV
6'
-1
1/ 2"
F V
+/- 6'-0 1/2" FV
2'
-2
F V
2.26
75 SF
STORAGE
191 SF
TR
4A
+/- 4'-0" FV +/- 9'-6 1/2" FV
+/- 13'-6 1/2" FV
-4
A
CORRIDOR
A
LI
G N
ALIGN
D3
D3
6'
-1
1/ 2"
F V
7' -9
1'
-8
1/
2" 1'
-8
5' -3
4'-1" 2'-5" 3'-8 1/2"
10.31
+/- 6'-0 1/2" FV
2'
-2
F V
10.319.76
26.05
R.R.
103A
OFFICE
103B
D
E
2.13
2.19
'-9
/2
F
V
'-9
/2
F V
5'
-0
F V
+/- 6'-3 1/2" FV
+/- 6'-2 1/2" FV
43 SF
R.R.
103A
258 SF
OFFICE
103B
'-9
/2
F
V
'-9
/2
F V
5'
-0
F V
+/- 6'-3 1/2" FV
D
E
10.32
+/- 6'-2 1/2" FV
MOD-4
MOD-3
MOD-1
7N
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OT AREA HAS BEEN
INSPECTED BY THE VA CAMPUS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER
GENERAL DEMOLITION NOTES
1. AREAS OF EXISTING CEILING, CEILING GRID, LIGHTING ETC. TO BE PROTECTED DURING
CONTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED ELEMENTS WITH NEW TO MATCH
EXISTING.
2. ALL NEW CEILING GRID TO BE CENTERED WITHIN ROOM, UNO.
3. ALL EXPOSED CEILINGS TO BE PAINTED P1, UNO.
4. ALL LIGHTING TO BE CENTERED IN ROOM, UNO..
5. PROVIDE HOLD DOWN CLIPS AT VESTIBULES AND AREA NEAR EGRESS DOORS.
GENERAL REFLECTED CEILING PLAN NOTES
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO REMAIN
NEW NON-RATED WALLS
PARTITION LEGEND
EXISTING DOOR AND
FRAME TO BE DEMOLISHED
10.30
TR
+/- 18'-5" FV
'-1
F
V
+/- 2'-1" FV +/- 8'-3 1/2" FV +/- 8'-1" FV
'-6
F
V
9.85
TR
4A
STORAGE
10.30
+/- 4'-0" FV +/- 9'-6 1/2" FV
+/- 13'-6 1/2" FV
6'
-1
1/ 2"
F V
+/- 6'-0 1/2" FV
2'
-2
F V
2'-3 1/2" 6'-0" 1'-11"
+/- 10'-2 1/2" FV
3' -8
/2
4'
-0
4' -0
/2
5'
-2
9.85
TR
4A
STORAGE
+/- 4'-0" FV +/- 9'-6 1/2" FV
+/- 13'-6 1/2" FV
6'
-1
1/ 2"
F V
+/- 6'-0 1/2" FV
2'
-2
F V
2.22
EXIT LIGHT
2' x 2' ACOUSTICAL CEILING
TO BE REMOVED
2 x 2 EXISTING LIGHT FIXTURE
TO BE REMOVED
CEILING HEIGHT, ABOVE
FINISH FLOOR
2 x 4 LIGHT FIXTURE TO
BE REMOVED
00'-00"
REFLECTED CEILING PLAN LEGEND
2' x 4' ACOUSTICAL
CEILING
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST AIR GRILLE
EXISTING SUSPENDED
LIGHT FIXTURE
2' x 4' ACOUSTICAL
CEILING TO BE REMOVED
2' x 2' ACOUSTICAL
CEILING
1 x 4 LIGHT FIXTURE TO
BE REMOVED
2 x 4 LIGHT FIXTURE
REF: ELECTRICAL
1 x 4 LIGHT FIXTURE
REF: ELECTRICAL
CAN LIGHT
REF: ELECTRICAL
EXISTING CAN LIGHT TO
BE REMOVED
SUSPENDED LIGHT FIXTURE
TO BE REMOVED
TR
+/- 18'-5" FV
'-1
F
V
+/- 2'-1" FV +/- 8'-3 1/2" FV +/- 8'-1" FV
'-6
F
V th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :5
A
M
ENLARGED PLANS - BLDG 8, 13, 14
NR 082 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE401
SPUR #: 2114
N
1/4" = 1'-0" 1/ AE101
BLDG 8 - LEVEL 1 - 107 - DEMOLITION PLAN1
N
1/4" = 1'-0" 1/ AE101
BLDG 8 - LEVEL 1 - 107 - FLOOR PLAN2
N
1/4" = 1'-0" 2/ AE101
BLDG 13 - LEVEL G - 4A - DEMOLITION PLAN5
N
1/4" = 1'-0" 2/ AE101
BLDG 13 - LEVEL G - 4A - FLOOR PLAN6
N
1/4" = 1'-0" 3/ AE101
BLDG 14 - LEVEL 2 - 103B - DEMOLITION PLAN9
N
1/4" = 1'-0" 3/ AE101
BLDG 14 - LEVEL 2 - 103B - FLOOR PLAN10
8, 13, 14
1" = 400'-0"
KEY PLAN
KEYNOTE LEGEND
2.12 CONTRACTOR TO PATCH AND REPAIR ALL FLOORING AND WALLS WHERE EQUIPMENT IS
BEING REMOVED (TYP). FLOORS WITH EXPOSED CONCRETE WILL NEED TO BE GROUND
SMOOTH WHERE RACKS WERE BOLTED DOWN
2.13 PREPARE WALL FOR NEW TR EQUIPMENT
2.14 PREPARE FLOORING AND WALLS FOR NEW FINISHES
2.18 DEMOLISH NETWORK RACK AND ASSOCIATED DATA AND TELEPHONE CABLING AFTER
CUT-OVER. REF: TELECOM
2.19 DEMOLISH EQUIPMENT. REF: ELECTRICAL
2.20 DEMOLISH EQUIPMENT. REF: MECHANICAL
2.22 OPEN TO BOTTOM OF DECK ABOVE
2.26 EXISTING ACU, REF: MECHANICAL
9.01 WALL INFILL TO MATCH CONSTRUCTION, TEXTURE, AND FINISH OF ADJACENT WALL
9.76 PAINT TO MATCH EXISTING
9.85 NO CEILING, OPEN TO ABOVE
10.30 CABLE TRAY (ABOVE), REFER TO TECHNOLOGY
10.31 TELECOMMUNICATION RACK, REFER TO TECHNOLOGY
10.32 TELECOMMUNICATION RACK MOUNTED ON WALL. SECURITY GATE AROUND UNIT. REFER TO
TECHNOLOGY
26.05 TRANSFORMER, REF: ELECTRICAL
26.07 ELECTRICAL PANEL, REF: ELECTRICAL
N
1/4" = 1'-0"
BLDG 8 - LEVEL 1 - 107 - RCP4
N
1/4" = 1'-0"
BLDG 13 - LEVEL G - 4A - RCP8
N
1/4" = 1'-0"
BLDG 13 - LEVEL G - 4A - DEMOLITION RCP7
N
1/4" = 1'-0"
BLDG 8 - LEVEL 1 - 107 - DEMOLITION RCP3
B
2.12
OI&T ROOM
101D
B
TR
101D
10.31
3'-0" 1'-8 1/2" 5'-4 1/2"
+/- 10'-0 1/2" FV
0'
-2
/2
F V
4' -1
2'
-5
3' -8
/2
15-101D
26.0726.07
TELEPHONE
CLOSET
105C
OFFICE SPACE
105A
15'-4" 3'-8"
+/- 28'-5" FV
4'
-1
/2
F V
8 9
C
2.02
2.02
9'-5"
2.14
13'-11 1/2" 3'-4"
2'
-4
F V
'-9
/2
F
V
5'
-2
F V
TELEPHONE
CLOSET
105C
127 SF
TR
105D
286 SF
OFFICE SPACE
105A
-1
A
8 9
C
D3
10.31
16-105D
9'-2 1/2" 19'-2 1/2"
4'
-1
/2
F V
2'
-4
F V
'-9
/2
F
V
+/- 28'-5" FV
7' -4
/2
1'
-8
/2
5' -0
/2
3'-3 1/2" 2'-5" 3'-3 1/2"
5'
-2
F V
26.07
MOD-4
MOD-3
MOD-1
N
8 9
C
+/- 28'-5" FV
4'
-1
/2
F V
2'
-4
F V
'-9
/2
F
V
5'
-2
F V
8 9
C
OFFICE SPACE
105A
TR
105D
TELEPHONE
CLOSET
105C
9'-0"
AT2
9.85
10.30+
4'
-1
/2
F V
2'
-4
F V
'-9
/2
F
V
+/- 28'-5" FV
5'
-2
F V
2'-1" 4'-9" 2'-2"
E Q
6' -4
E
Q
23.04
26.06 26.07
TR
101D
10.31
+/- 10'-0 1/2" FV
0'
-2
/2
F V
2' -4
/2
6'
-0
1' -1
0"
EQ 4'-0" EQ
9.85
26.06
OI&T ROOM
101D
+/- 10'-0 1/2" FV
0'
-2
/2
F V
2.27
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OT AREA HAS BEEN
INSPECTED BY THE VA CAMPUS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER
GENERAL DEMOLITION NOTES
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO REMAIN
NEW NON-RATED WALLS
PARTITION LEGEND
EXISTING DOOR AND
FRAME TO BE DEMOLISHED
EXIT LIGHT
2' x 2' ACOUSTICAL CEILING
TO BE REMOVED
2 x 2 EXISTING LIGHT FIXTURE
TO BE REMOVED
CEILING HEIGHT, ABOVE
FINISH FLOOR
2 x 4 LIGHT FIXTURE TO
BE REMOVED
00'-00"
REFLECTED CEILING PLAN LEGEND
2' x 4' ACOUSTICAL
CEILING
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST AIR GRILLE
EXISTING SUSPENDED
LIGHT FIXTURE
2' x 4' ACOUSTICAL
CEILING TO BE REMOVED
2' x 2' ACOUSTICAL
CEILING
1 x 4 LIGHT FIXTURE TO
BE REMOVED
2 x 4 LIGHT FIXTURE
REF: ELECTRICAL
1 x 4 LIGHT FIXTURE
REF: ELECTRICAL
CAN LIGHT
REF: ELECTRICAL
EXISTING CAN LIGHT TO
BE REMOVED
SUSPENDED LIGHT FIXTURE
TO BE REMOVED
1. AREAS OF EXISTING CEILING, CEILING GRID, LIGHTING ETC. TO BE PROTECTED DURING
CONTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED ELEMENTS WITH NEW TO MATCH
EXISTING.
2. ALL NEW CEILING GRID TO BE CENTERED WITHIN ROOM, UNO.
3. ALL EXPOSED CEILINGS TO BE PAINTED P1, UNO.
4. ALL LIGHTING TO BE CENTERED IN ROOM, UNO..
5. PROVIDE HOLD DOWN CLIPS AT VESTIBULES AND AREA NEAR EGRESS DOORS.
GENERAL REFLECTED CEILING PLAN NOTES
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :5
A
M
ENLARGED PLANS - BLDG 15 & 16
NR 083 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE402
SPUR #: 2114
N
1/4" = 1'-0" 4/ AE101
BLDG 15 - DEMOLITION PLAN1
N
1/4" = 1'-0" 4/ AE101
BLDG 15 - FLOOR PLAN2
N
1/4" = 1'-0" 5/ AE101
BLDG 16 - LEVEL G - DEMOLITION PLAN5
N
1/4" = 1'-0" 5/ AE101
BLDG 16 - LEVEL G - FLOOR PLAN6
15, 16
1" = 400'-0"
KEY PLAN
N
1/4" = 1'-0" 1/ AE201
BLDG 16 - LEVEL G - DEMOLITION RCP7
N
1/4" = 1'-0" 1/ AE201
BLDG 16 - LEVEL G - RCP8
KEYNOTE LEGEND
2.02 REMOVE WALL AS REQUIRED FOR NEW CONSTRUCTION
2.12 CONTRACTOR TO PATCH AND REPAIR ALL FLOORING AND WALLS WHERE EQUIPMENT IS
BEING REMOVED (TYP). FLOORS WITH EXPOSED CONCRETE WILL NEED TO BE GROUND
SMOOTH WHERE RACKS WERE BOLTED DOWN
2.14 PREPARE FLOORING AND WALLS FOR NEW FINISHES
2.27 DEMOLISH EXISTING ELECTRICAL BOX, INSTALL STEEL PLATE BELOW CONCRETE SLAB, FILL
WITH CONCRETE FOR A SMOTH SURFACE LEVEL WITH ADJACENT CONCRETE. REF: ELEC
9.85 NO CEILING, OPEN TO ABOVE
10.30 CABLE TRAY (ABOVE), REFER TO TECHNOLOGY
10.31 TELECOMMUNICATION RACK, REFER TO TECHNOLOGY
23.04 DUCTLESS SPLIT INDOOR UNIT, REF: MECHANICAL
26.06 GROUND BAR, REF: ELECTRICAL
26.07 ELECTRICAL PANEL, REF: ELECTRICAL
N
1/4" = 1'-0" 1/ AE201
BLDG 15 - RCP4
N
1/4" = 1'-0" 1/ AE201
BLDG 15 - DEMOLITION RCP3
MAIN
COMPUTER
ROOM
2.14
2'-0"
OFFICE
STAFF
+/- 29'-4" FV+/- 12'-5" FV
+/- 38'-6" FV
'-9
/2
F
V
+/- 18'-0" FV
1'
-1
1/ 2"
F V
1'
-1 1"
F V
9'
-7
/2
F V
2.18
2.19
2.19
2.19
2.242.24
2.242.242.24
2.23
963 SF
MAIN
COMPUTER
ROOM
OFFICE
STAFF
D3
D3
37-124A
+/- 31'-6 1/2" FV
'-9
/2
F
V
+/- 38'-6" FV
1'
-1
1/ 2"
F V
1'
-1 1"
F V
+/- 10'-11 1/2" FV
9'
-7
/2
F V
9.01
TR
AMERICAN
LEGION
VFW
+/- 10'-5 1/2" FV +/- 9'-3 1/2" FV
+/- 26'-8" FV
+/- 6'-1" FV
1'
-1
1/ 2"
F V
'-1
1" F
V
2.022.02
2.06 2.06
2.082.08
2.07
2.07
2.18
6"
84 SF
TR
9'-7 5/8" 9'-10 1/16" 7'-2 7/16"
113 SF
AMERICAN
LEGION
113 SF
VFW
+/- 26'-8" FV
1'
-1
1/ 2"
F V
-1
-1
-1
D3 D3
D3
D3
D3
10.31
6' -2
/2
2'
-5
3' -4
/2
2'-9 1/2" 1'-8 1/2" 2'-6 1/2"
ALIGN
9.019.01 9.01
26.07
1'-0"
MOD-4
MOD-3
MOD-1
N
AMERICAN
LEGION
VFW
TR
+/- 10'-5 1/2" FV +/- 9'-3 1/2" FV
+/- 26'-8" FV
+/- 6'-1" FV
1'
-1
1/ 2"
F V
'-1
1" F
V
2.22
MAIN
COMPUTER
ROOM
OFFICE
STAFF
2'-0"
+/- 29'-4" FV+/- 12'-5" FV
+/- 38'-6" FV
'-9
/2
F
V
9'
-7
/2
F V
AMERICAN
LEGION
VFW
TR
EXP9'-0"9'-0"
AT2AT2
9'-7 5/8" 9'-10 1/16" 7'-2 7/16"
+/- 26'-8" FV
2'
-0
F V
10.30
23.04
9.85
2' -0
7'
-7
/2
2' -4
EQ EQ
26.06
9'
-7
/2
F V
+/- 31'-6 1/2" FV
'-9
/2
F
V
+/- 38'-6" FV
+/- 10'-11 1/2" FV
MAIN
COMPUTER
ROOM
OFFICE
STAFF
10.30
2' -4
/2
8'
-0
8' -0
8'
-0
3' -3
E Q
E Q
8'-0" 8'-0" 8'-0" 8'-0" 3'-0 1/2"
9.85
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OT AREA HAS BEEN
INSPECTED BY THE VA CAMPUS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER
GENERAL DEMOLITION NOTES
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO REMAIN
NEW NON-RATED WALLS
PARTITION LEGEND
EXISTING DOOR AND
FRAME TO BE DEMOLISHED
EXIT LIGHT
2' x 2' ACOUSTICAL CEILING
TO BE REMOVED
2 x 2 EXISTING LIGHT FIXTURE
TO BE REMOVED
CEILING HEIGHT, ABOVE
FINISH FLOOR
2 x 4 LIGHT FIXTURE TO
BE REMOVED
00'-00"
REFLECTED CEILING PLAN LEGEND
2' x 4' ACOUSTICAL
CEILING
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST AIR GRILLE
EXISTING SUSPENDED
LIGHT FIXTURE
2' x 4' ACOUSTICAL
CEILING TO BE REMOVED
2' x 2' ACOUSTICAL
CEILING
1 x 4 LIGHT FIXTURE TO
BE REMOVED
2 x 4 LIGHT FIXTURE
REF: ELECTRICAL
1 x 4 LIGHT FIXTURE
REF: ELECTRICAL
CAN LIGHT
REF: ELECTRICAL
EXISTING CAN LIGHT TO
BE REMOVED
SUSPENDED LIGHT FIXTURE
TO BE REMOVED
1. AREAS OF EXISTING CEILING, CEILING GRID, LIGHTING ETC. TO BE PROTECTED DURING
CONTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED ELEMENTS WITH NEW TO MATCH
EXISTING.
2. ALL NEW CEILING GRID TO BE CENTERED WITHIN ROOM, UNO.
3. ALL EXPOSED CEILINGS TO BE PAINTED P1, UNO.
4. ALL LIGHTING TO BE CENTERED IN ROOM, UNO..
5. PROVIDE HOLD DOWN CLIPS AT VESTIBULES AND AREA NEAR EGRESS DOORS.
GENERAL REFLECTED CEILING PLAN NOTES
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT #AR12100034 EXP. 11/30/2024
JAMES ROSS MYLES - PROFESSIONAL ENGINEER #062.071715 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
2519 MADISON AVE. STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADESCOMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
/1
/2
:4 :5
A
M
ENLARGED PLANS - BLDG 37
NR 084 205NR
FINAL BID DOCUMENTS
4/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST. | MARION, IL
62959
AE403
SPUR #: 2114
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - COMPUTER ROOM - DEMOLITION PLAN1
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - COMPUTER ROOM - FLOOR PLAN2
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - DEMOLITION PLAN5
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - FLOOR PLAN6
1" = 400'-0"
KEY PLAN
KEYNOTE LEGEND
2.02 REMOVE WALL AS REQUIRED FOR NEW CONSTRUCTION
2.06 REMOVE DOOR, FRAME AND HARDWARE, SAVE FOR RELOCATION.
2.07 REMOVE FLOOR MATERIAL AND WALL BASE. PREPARE CONCRETE SUB-FLOOR FOR NEW
CONSTRUCTION.
2.08 EXISTING RAISED FLOORING SYSTEM TO REMAIN. PATCH AND REPAIR WHERE EXISTING
PARTITIONS ARE REMOVED.
2.14 PREPARE FLOORING AND WALLS FOR NEW FINISHES
2.18 DEMOLISH NETWORK RACK AND ASSOCIATED DATA AND TELEPHONE CABLING AFTER
CUT-OVER. REF: TELECOM
2.19 DEMOLISH EQUIPMENT. REF: ELECTRICAL
2.22 OPEN TO BOTTOM OF DECK ABOVE
2.23 DEMOLISH EXISTING RAISED FLOOR SYSTEM
2.24 DEMOLISH EXISTING RAMP IN ITS ENTIRETY
9.01 WALL INFILL TO MATCH CONSTRUCTION, TEXTURE, AND FINISH OF ADJACENT WALL
9.85 NO CEILING, OPEN TO ABOVE
10.30 CABLE TRAY (ABOVE), REFER TO TECHNOLOGY
10.31 TELECOMMUNICATION RACK, REFER TO TECHNOLOGY
23.04 DUCTLESS SPLIT INDOOR UNIT, REF: MECHANICAL
26.06 GROUND BAR, REF: ELECTRICAL
26.07 ELECTRICAL PANEL, REF: ELECTRICAL
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - DEMOLITION RCP7
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - COMPUTER ROOM - DEMOLITION RCP3
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - RCP8
N
1/4" = 1'-0"
BLDG 37 - LEVEL 1 - COMPUTER ROOM - RCP4
EL
DM
CR
CLEAN LINEN/
STORAGE
3' -1
0" 6'
-5
0'
-3
F V
A B
2.16
+/- 10'-4" FV
C
D
FIBER OPTIC
TELEPHONE
6A
2.17
+/- 17'-5 1/2" FV
0'
-5
/2
F V
2.182.18
2.21 +/- 10'-3" FV
'-1
/2
F
V
1'
-5
/2
F V
4'
-3
/2
F V
+/- 24'-7 1/2" FV
5'-10" 4'-6"
2.19
2.31
2.31
STORAGE
6A
CLEAN LINEN/
STORAGE
127 SF
TR
3'
-4
6' -8
38-164
A B
AE201
1'-1 1/2" 1'-4 1/2"
+/- 10'-4" FV
7' -4
1/
MECH YARD
100M
38-100M
AE201
AE201
C
D
18'-9"
10.31
AE201
AE201
3'-8 1/2" 2'-5" 4'-2 1/2"
6' -5
/2
1'
-8
/2
6" 1'
-8
/2
3' -3
3'
-7
F V
+/- 10'-3" FV
'-1
/2
F
V
9.769.01
9.01
7.88
26.07
7.88
7.887.88
TEAM OFFICE
1' -3
3'
-1 1"
2"
5' -4
TR
123C
C
D
DATA ROOM
123B
2.18
2.18
2.21
+/- 9'-0" FV
'-1
0" F
V
4'
-3
/2
F V
+/- 10'-4" FV
5'-10" 4'-6"
2.31
2.31
STORAGE
123B
TEAM OFFICE
127 SF
TR
123C
38-123C
A B
AE201
AE201
AE201
C
D
AE201
AE201
'-1
0" F
V
+/- 9'-0" FV
10.31
3' -1
3'
-8
1' -8
/2
6"
1' -8
/2
2'
-1
1/ 2"
3'
-7
F V
3'-8 1/2" 2'-5" 4'-2 1/2"
1'-1 1/2" 1'-4 1/2"
+/- 10'-4" FV
9.76
9.01
7.88
9.01
26.07
7.88
7.88
MOD-4
MOD-3
MOD-1
N
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF
ADJACENT WALL UNLESS NOTED OTHERWISE.
2. ALL WALL IN-FILL TO MATCH EXSITING OR ADJACENT WALL TYPE CONSTRUCTION. REFER TO
PARTITION TYPES (ON SHEET AE601) FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.
4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.
6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
7. REFER TO SHEET AF711 FOR FINISH MATERIAL INFORMATION.
GENERAL PLAN NOTES
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OT AREA HAS BEEN
INSPECTED BY THE VA CAMPUS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER
GENERAL DEMOLITION NOTES
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO REMAIN
NEW NON-RATED WALLS
PARTITION LEGEND
EXISTING DOOR AND
FRAME TO BE DEMOLISHED
EXIT LIGHT
2' x 2' ACOUSTICAL CEILING
TO BE REMOVED
2 x 2 EXISTING LIGHT FIXTURE
TO BE REMOVED
CEILING HEIGHT, ABOVE
FINISH FLOOR
2 x 4 LIGHT FIXTURE TO
BE REMOVED
00'-00"
REFLECTED CEILING PLAN LEGEND
2' x 4' ACOUSTICAL
CEILING
RETURN…
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