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FD
FD
1. EXISTING CONDITIONS ARE BASED ON INFORMATION OBTAINED FROM EXISTING DRAWINGS
AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED "AS BUILT." THE CONTRACTOR SHALL
FIELD VERIFY EXISTING CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL EXISTING EQUIPMENT AND
FURNITURE ITEMS THAT ARE TO BE SALVAGED OR REINSTALLED PRIOR TO THE
COMMENCEMENT OF DEMOLITION.
3. ALL WALL PARTITIONS SHOWN DASHED ARE TO BE REMOVED. THE CONTRACTOR SHALL
PATCH ALL PARTITIONS, CEILINGS, AND FLOORS AFFECTED BY DEMOLITION TO MATCH
ADJACENT CONSTRUCTION.
4. ALL DOORS SHOWN DASHED ARE TO BE REMOVED ALL ASSOCIATED DOOR FRAMES TO BE
REMOVED UNLESS NOTED.
5. THE OWNER SHALL HAVE THE FIRST RIGHT TO ALL MATERIALS AND EQUIPMENT THAT ARE
REMOVED BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY WHEN REMOVAL OF ITEMS
ARE TO BE RETAINED BY THE OWNER AT THE PRE CONSTRUCTION MEETING.
6. CLEAN AND PREPARE ALL SURFACES AFFECTED BY DEMOLITION TO PRODUCE FLAT, EVEN
SURFACE TO RECEIVE NEW FINISHES.
7. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING SURFACES TO REMAIN.
8. PATCH AND REPAIR SURFACES AND FINISHES AFFECTED BY THE DEMOLITION OR THE
REMOVAL OF CONSTRUCTION AS NECESSARY TO MAINTAIN THE FINISH QUALITY OF NEW
SPACE.
9. FILL ALL DUCT AND PIPE PENETRATIONS IN AREA OF DEMOLITION WITH 1 HOUR RATED
ASSEMBLY. FILL WITH 2 - HOUR RATED ASSEMBLY ADJACENT AND WITHIN 2-HOUR
CONSTRUCTION.
10. COORDINATE SCHEDULING OF ANY DEMOLITION/PLACEMENT OF RATED WALL CONSTRUCTION
WITH FIRE/LIFE SAFETY A.H.J.
11. VERIFY CONDITION OF EXISTING CONSTRUCTION TO REMAIN. PROVIDE BOARD AND FINISH
WHERE REQUIRED.
12. EXISTING SPRAY-ON FIREPROOFING TO BE PROTECTED DURING DEMOLITION AND NEW
CONSTRUCTION. NEW FIRE PROOFING TO BE APPLIED BY CONTRACTOR AT NO EXPENSE IF
DAMAGED DURING CONSTRUCTION
13. REMOVE ALL EXISTING GYPSUM BOARD WITHIN SCOPE OF RENOVATED AREA AND PROVIDE
NEW GYPSUM BOARD PER DEFINED PARTITION TYPES.
GENERAL DEMOLITION FLOOR PLAN NOTES
1 2 3 4 5 6 7 8 9 10 11 11a
C1
D
E
F
G
H
I
J
K
9A
G2
2.16
2.272.27
2.16 2.16
2.162.16
2.20
2.16
2.16
2.25
2.59
2.16
2.162.16 2.23
2.162.16
2.16
2.16 2.16
2.16
2.16
2.16
2.27
2.27 2.16
2.16
2.162.16
2.162.162.16
2.16 2.16
2.16
2.16
2.16
2.16
2.16
2.27
2.16
2.162.16
2.162.16
2.16
2.16
2.16
2.16
2.272.162.16
2.16 2.59
2.21
2.202.162.16
2.162.16
2.27
2.27
2.16
2.27
2.16
2.27
2.162.16 2.16
2.16
2.27
2.16
2.27 2.16
2.27
2.16
2.27
2.16
2.162.16
2.16
2.162.16
2.202.20
2.27
2.162.16
2.27
2.27
2.27
2.27
2.16
2.16
PUMP
TECHNICIAN
7F126
CLEAN
UTILITY
7F124
EQUIP STOR.
7F113h
PUMP ROOM
7F109a
I.T. CLO
7F112
MEDICAL
STORAGE
ANESTHESIA
GAS
7F127
ELEVATOR
P-12
CARDIAC
O.R.3
7F109
SUB-STER.
7F113d
SCRUB
7F107a
CORRIDOR
C7 3F
HYBRID
O.R.10
7F110CNTRL RM
7F110a
ANGIO
EQUIP
7F111
CORRIDOR
C7 5F
STORAGE
7F107i
GAS STOR.
7F107h
CORRIDOR
C7 6F
RECOVERY
7F108
CONSULT
7F103
ISOLATION
7F108e
OR CTR
7F155
HAC
7F107b
CLEAN
7F108aSOIL
7F108d
TLT
7F108c
TLT
7F108b
ELEVATOR
P-8
ELEVATOR
P-7
ELEVATOR
P-9
ELEVATOR
P-10
ELEVATOR
LOBBY
C7 1F
TLT
7F106
TLT
7F105
TLT
7F101a
TLT
7F101b
CORRIDOR
C7 8F
CORRIDOR
C7 11F
ELEC. CLO.
7F116
ELEC. CLO.
7F116a
CORRIDOR
C7 2F
PRE-OP
7F154
STORAGE
7F123
SCRUB
7F120
GENERAL
O.R. #2
7F122
GENERAL
O.R. #1
7F118
SUB
STERILE
7F113b
SHAFT
SUB
STERILE
7F113a
H.A.C.
7F114CARDIAC
O.R. #4
7F128
CLEAN
UTILITY
7F129
X-RAY
STORAGE
7F130
H.A.C.
7F131 SCRUB
7F132
SUB
STERILE
7F133c
ISOLATION
ROOM
7F108g
OFFICE
ANESTHESIOLOGY
7F109
OFFICE
ANESTHESIOLOGY
7F110
OFFICE
ANESTHESIOLOGY
7F111
OFFICE
ANESTHESIOLOGY
7F112
CONTROL
7F155
NERVE
BLOCK
ROOM
7F154b
OFFICE
ANESTHESIOLOGY
7F154c
BEDPAN
CLOSET
7F154a
6'-4" 2'-5"
7'-4" 3"
2.16
2.16
2.27
2'-1" 6'-4"
3'-1 1/2"2'-6" 2'-2 1/2"
3'-4 1/2"
17'-8"
27'-2"
7' -0
6'
-9
2' -1
1"
1' -1
1/
2"
1' -1
1" 4'
-4
5"
8'-2 1/2" 10'-8 1/2"
'-9
F
V
'-1
1"
'-8
4'-0"
CORRIDOR
C7 4F
2.512.51
2.512.51
2.512.51
2.512.51
2.512.51
2.512.51
2.16
4' -1
0"
2.27
3' -4
5' -2
/2
2.20
2.20
2.16
2.16
2.27
3'-4"
1'-11"
'-2
STAIR 10
1' -1
/4
3'-7 1/2" 20'-3" 3'-10 1/2"
STAIR 8
STAIR 8
2.27
2.272.27
2.27
2.272.27
2.27
2.272.27
2.272.27
2.27 2.27
2.59
2.27
2.27
2.27
2.27
2.27
2.272.27
2.27
2.27
2.27
2.27
2.27
2.27
2.59
2.59
2.59
2.59
2.59
2.59
2.512.51
2.592.59
2.61
2.61 2.61 2.61 2.61 2.61 2.61 2.61
2.61
2.61
2.61
2.61
2.61
2.642.642.642.642.642.642.64
2.64
2.64
2.64
2.64
2.64
2.64
2.64
2.59
2.66
2.66
2.66
2.66
2.662.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
2.66
8.95
N
RECOVERY &
SURGICAL WAITING
7TH FLOOR KEY PLAN
POST- OP
OPERATING ROOMS
EXISTING WALL CONSTRUCTION TO BE
DEMOLISHED IN ITS ENTIRETY
EXISTING DOOR AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
AREA OF NO WORK
EXISTING WALLS TO REMAIN
DEMOLITION PLAN LEGEND
EXISTING WINDOW AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :5
P
M
AD011
DEMOLITION PLAN - SEVENTH FLOOR
ZDL
5 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
N
1/8" = 1'-0"
SEVENTH FLOOR DEMOLITION PLAN
KEYNOTE LEGEND
2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED
2.20 DEMOLISH EXISTING WINDOW SYSTEM
2.21 DEMOLISH EXISTING CASEWORK AND/OR COUNTER IN ITS ENTIRETY
2.23 DEMOLISH EXISTING WATER CLOSET AND ASSOCIATED PLUMBING - REFERENCE PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION
2.25 DEMOLISH EXISTING MOP SINK - REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION
2.27 REMOVE AND RETAIN EXISTING DOOR AND FRAME - SALVAGED DOOR AND FRAME TO BE
RETURNED TO VA
2.51 EXISTING FLOOR TO BE LEVELED DOWN TO EXISTING CONCRETE SLAB - SLAB TO REMAIN
FREE OF DEBRIS, ADHESIVES, MORTAR, GROUT, OR ANY OTHER MATERIAL
2.59 DEMOLISH PARTITON FOR INSTALLATION OF NEW DOOR.
2.61 REMOVE EXISTING GYPSUM BOARD AND INSULATION
2.64 REMOVE EXISTING WINDOW SYSTEM AND SALVAGE FOR REINSTALLATION.
2.66 CONTRACTOR TO CONFIRM AND PRESERVE EXISTING 1 HOUR FIRE PROOFING AT ALL
COLUMNS.
8.95 NEW ELEVATOR DOORS. CONTRACTOR TO COORDINATE SIZE AND LOCATION WITH
ELEVATOR MANUFACTURER.
No. REVISION DESCRIPTION DATE
FD FD
FD FD
1. EXISTING CONDITIONS ARE BASED ON INFORMATION OBTAINED FROM EXISTING DRAWINGS
AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED "AS BUILT." THE CONTRACTOR SHALL
FIELD VERIFY EXISTING CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL EXISTING EQUIPMENT AND
FURNITURE ITEMS THAT ARE TO BE SALVAGED OR REINSTALLED PRIOR TO THE
COMMENCEMENT OF DEMOLITION.
3. ALL WALL PARTITIONS SHOWN DASHED ARE TO BE REMOVED. THE CONTRACTOR SHALL
PATCH ALL PARTITIONS, CEILINGS, AND FLOORS AFFECTED BY DEMOLITION TO MATCH
ADJACENT CONSTRUCTION.
4. ALL DOORS SHOWN DASHED ARE TO BE REMOVED ALL ASSOCIATED DOOR FRAMES TO BE
REMOVED UNLESS NOTED.
5. THE OWNER SHALL HAVE THE FIRST RIGHT TO ALL MATERIALS AND EQUIPMENT THAT ARE
REMOVED BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY WHEN REMOVAL OF ITEMS
ARE TO BE RETAINED BY THE OWNER AT THE PRE CONSTRUCTION MEETING.
6. CLEAN AND PREPARE ALL SURFACES AFFECTED BY DEMOLITION TO PRODUCE FLAT, EVEN
SURFACE TO RECEIVE NEW FINISHES.
7. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING SURFACES TO REMAIN.
8. PATCH AND REPAIR SURFACES AND FINISHES AFFECTED BY THE DEMOLITION OR THE
REMOVAL OF CONSTRUCTION AS NECESSARY TO MAINTAIN THE FINISH QUALITY OF NEW
SPACE.
9. FILL ALL DUCT AND PIPE PENETRATIONS IN AREA OF DEMOLITION WITH 1 HOUR RATED
ASSEMBLY. FILL WITH 2 - HOUR RATED ASSEMBLY ADJACENT AND WITHIN 2-HOUR
CONSTRUCTION.
10. COORDINATE SCHEDULING OF ANY DEMOLITION/PLACEMENT OF RATED WALL CONSTRUCTION
WITH FIRE/LIFE SAFETY A.H.J.
11. VERIFY CONDITION OF EXISTING CONSTRUCTION TO REMAIN. PROVIDE BOARD AND FINISH
WHERE REQUIRED.
12. EXISTING SPRAY-ON FIREPROOFING TO BE PROTECTED DURING DEMOLITION AND NEW
CONSTRUCTION. NEW FIRE PROOFING TO BE APPLIED BY CONTRACTOR AT NO EXPENSE IF
DAMAGED DURING CONSTRUCTION
13. REMOVE ALL EXISTING GYPSUM BOARD WITHIN SCOPE OF RENOVATED AREA AND PROVIDE
NEW GYPSUM BOARD PER DEFINED PARTITION TYPES.
GENERAL DEMOLITION FLOOR PLAN NOTES
1 2 3 4 5 6 7 8 9 10 11 11a
E
F
G
H
I
J
K
9A
G2
2.16
2.16
2.16
2.16
2.16
2.16
2.162.16
2.16 2.16
2.16
2.16 2.16
2.16
2.16
2.16
2.16 2.16 2.16 2.16 2.16 2.16
2.16 2.16 2.16 2.162.16
2.16 2.16 2.16 2.16
2.162.16 2.16 2.16 2.162.16 2.162.16 2.162.16
2.16 2.16
2.16
2.16
2.16
2.16
2.16
2.182.18
2.16
2.16 2.16 2.16 2.16 2.16 2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.162.16
2.162.16
2.162.16
2.16
2.16
2.16
2.162.16
2.162.16 2.162.16
2.16
2.16
2.162.16
2.162.16
2.16
2.16 2.162.16
2.16
2.162.16
2.162.16
2.16
2.162.162.16
2.16
2.16
2.16
2.15
ISOLATION
ICU PAT. RM.
8F-111
ANTE RM
8F-110
ICU PAT. RM.
8F-109
ICU PAT. RM.
8F-108
ICU PAT. RM.
8F-107
ICU PAT. RM.
8F-106
ICU PAT. RM.
8F-105
ICU PAT. RM.
8F-104
ICU PAT. RM.
8F-103
ICU PAT. RM.
8F-102
WOMEN'S
8F-101
MEN'S
8F-100
CORRIDOR
C8-5
CORRIDOR
C8-6
CORRIDOR
C8-8
CORRIDOR
C8-7
CORRIDOR
C8-13
CORRIDOR
C8-10
CORRIDOR
C8-3
CORRIDOR
C8-1
ICU PAT. RM.
8F-112
ICU PAT. RM.
8F-113
ICU PAT. RM.
8F-114
TEAM ROOM
8F-115
ICU PAT. RM.
8F-117
ICU PAT. RM.
8F-118
ICU PAT. RM.
8F-119
ICU PAT. RM.
8F-120
NURSE
STATION
8F-148
MEDS
8F-147
CORRIDOR
C8-9
SIGNAL
CLOS.
8F-147
CLEAN
SUPPLIES
8F-147
H.A.C.
8F-144
SOILED
UTILITY
8F-139
CLEAN
UTILITY
8F-140
ELEC.
8F-135
NURSE'S
STATION
8F-130
ICU PAT. RM.
8F-121
ICU PAT. RM.
8F-122
ELEVATOR
P-8
ELEVATOR
P-7
STAFF
LOUNGE
8F-116
NOURISHMENT
8F-146
ELEVATOR
P-12
ELEVATOR
LOBBY
C8-11
GAS
8F-138
GAS
8F-137
TRASH
8F-136
'-9
F
V
7'-3 1/2" F.V.
7'-3 1/2" F.V.
'-1
/2
F
.V
4' -9
F
.V
9'-7 1/2"
'-4
/2
1' -5
/2
2'-2" 1' -1
/2
1' -5
/2
2'-1"
1' -1
/2
2'-1"
3'-7"
4' -4
5'
-8
1' -0
1'
-6
4' -4
1/ 2"
4'-4 1/2" 3'-4 1/2"
1'-10 1/2" 7'-9" 7'-3" 1'-7 1/2" 1'-6" 12'-1 1/2"
7'-10 1/2"
2' -2
/2
'-5
12'-2" FV
2.512.51
2.512.51 2.512.51
4'-0" 2'-1" 4'-0" 5'-4"
2.542.54
2.55
STAIR 8
STAIR 10
2.25
2.562.56 2.562.56 2.562.56 2.562.56 2.562.56
2.562.56 2.56
2.56 2.562.56
2.562.56
2.56 2.562.562.56
ELEVATOR
EQUIPMENT
ROOM
2.60
2.60 2.60
2.60
2.60
2.272.272.272.27
2.27
2.272.27
2.27
2.27
2.27
2.27
2.272.27
2.272.27
2.27
2.27
2.612.61
2.61
2.612.61
2.61
2.61
2.61
2.61
2.61
2.61
2.61
2.612.61
2.16
2.612.61 2.612.61 2.612.61 2.61
2.16
2.61 2.612.61
2.16
2.61
2.16
2.612.61
2.61
2.642.642.64 2.642.642.64
2.642.642.642.642.642.642.642.642.642.64
2.64
2.64
2.64
2.64
2.64
2.64
2.64 2.64
2.64 2.64
2.64
2.66
2.66
2.66
2.66
2.66 2.66
2.66 2.66 2.66 2.66 2.66
2.66
2.66 2.66 2.66
2.66
2.66
2.66
2.66 2.662.66
2.66
2.662.66
2.66
2.66 2.66
2.66
2.66
2.66
2.66
2.66
7TH FLOOR ROOF
N
8TH FLOOR SICU
8TH FLOOR KEY PLAN
EXISTING WALL CONSTRUCTION TO BE
DEMOLISHED IN ITS ENTIRETY
EXISTING DOOR AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
AREA OF NO WORK
EXISTING WALLS TO REMAIN
DEMOLITION PLAN LEGEND
EXISTING WINDOW AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :5
P
M
AD012
DEMOLITION PLAN - EIGHTH FLOOR
ZDL
6 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
N
1/8" = 1'-0"
EIGHTH FLOOR DEMOLITION PLAN
KEYNOTE LEGEND
2.15 DEMOLISH EXISTING MECHANICAL EQUIPMENT AND DUCTWORK TO EXTENT INDICATED.
REFERENCE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED
2.18 DEMOLISH EXISTING FLOORING IN ITS ENTIRETY; CLEAN & PREPARE SUB-FLOOR SURFACE
FOR NEW FLOORING PER RENOVATION PLANS.
2.25 DEMOLISH EXISTING MOP SINK - REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION
2.27 REMOVE AND RETAIN EXISTING DOOR AND FRAME - SALVAGED DOOR AND FRAME TO BE
RETURNED TO VA
2.51 EXISTING FLOOR TO BE LEVELED DOWN TO EXISTING CONCRETE SLAB - SLAB TO REMAIN
FREE OF DEBRIS, ADHESIVES, MORTAR, GROUT, OR ANY OTHER MATERIAL
2.54 EXISTING EQUIPMENT TO BE RELOCATED TO 9TH FLOOR PENTHOUSE ABOVE. CONTRACTOR
TO COORDINATE RELOCATION WITH VA.
2.55 EXISTING METAL STAIR AND LANDING TO BE DEMOLISHED.
2.56 EXISTING WINDOW BLINDS TO BE REMOVED.
2.60 DEMOLISH PORTION OF EXISTING WALL FOR INSTALLATION OF NEW WINDOW TO MATCH
EXISTING ADJACENT WINDOW SYSTEM.
2.61 REMOVE EXISTING GYPSUM BOARD AND INSULATION
2.64 REMOVE EXISTING WINDOW SYSTEM AND SALVAGE FOR REINSTALLATION.
2.66 CONTRACTOR TO CONFIRM AND PRESERVE EXISTING 1 HOUR FIRE PROOFING AT ALL
COLUMNS.
7TH FLOOR ROOF
N
9TH FLOOR
9TH FLOOR KEY PLAN
8TH FLOOR ROOF
1 2 3 4 5 6 7 8 9 10 11 11a
E
F
G
H
I
J
K
9A
G2
MACHINE ROOM
9F-101
MACHINE ROOM
9F-101
ELEVATOR
MACHINE ROOM
9F-102
ELEVATOR
MACHINE ROOM
9F-102
MECHANICAL
ELECTRICAL
ROOM
9F-104
MECHANICAL
ELECTRICAL
ROOM
9F-104
CORRIDOR
9F-103
CORRIDOR
9F-103
2.502.49
13'-2" FV
'-8
F
V
ROOF OF EIGHTH
FLOOR BELOW
STAIR 8
2.63
2.57
2.622.62
2.622.62
2.63
2.58
1. EXISTING CONDITIONS ARE BASED ON INFORMATION OBTAINED FROM EXISTING DRAWINGS
AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED "AS BUILT." THE CONTRACTOR SHALL
FIELD VERIFY EXISTING CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL EXISTING EQUIPMENT AND
FURNITURE ITEMS THAT ARE TO BE SALVAGED OR REINSTALLED PRIOR TO THE
COMMENCEMENT OF DEMOLITION.
3. ALL WALL PARTITIONS SHOWN DASHED ARE TO BE REMOVED. THE CONTRACTOR SHALL
PATCH ALL PARTITIONS, CEILINGS, AND FLOORS AFFECTED BY DEMOLITION TO MATCH
ADJACENT CONSTRUCTION.
4. ALL DOORS SHOWN DASHED ARE TO BE REMOVED ALL ASSOCIATED DOOR FRAMES TO BE
REMOVED UNLESS NOTED.
5. THE OWNER SHALL HAVE THE FIRST RIGHT TO ALL MATERIALS AND EQUIPMENT THAT ARE
REMOVED BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY WHEN REMOVAL OF ITEMS
ARE TO BE RETAINED BY THE OWNER AT THE PRE CONSTRUCTION MEETING.
6. CLEAN AND PREPARE ALL SURFACES AFFECTED BY DEMOLITION TO PRODUCE FLAT, EVEN
SURFACE TO RECEIVE NEW FINISHES.
7. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING SURFACES TO REMAIN.
8. PATCH AND REPAIR SURFACES AND FINISHES AFFECTED BY THE DEMOLITION OR THE
REMOVAL OF CONSTRUCTION AS NECESSARY TO MAINTAIN THE FINISH QUALITY OF NEW
SPACE.
9. FILL ALL DUCT AND PIPE PENETRATIONS IN AREA OF DEMOLITION WITH 1 HOUR RATED
ASSEMBLY. FILL WITH 2 - HOUR RATED ASSEMBLY ADJACENT AND WITHIN 2-HOUR
CONSTRUCTION.
10. COORDINATE SCHEDULING OF ANY DEMOLITION/PLACEMENT OF RATED WALL CONSTRUCTION
WITH FIRE/LIFE SAFETY A.H.J.
11. VERIFY CONDITION OF EXISTING CONSTRUCTION TO REMAIN. PROVIDE BOARD AND FINISH
WHERE REQUIRED.
12. EXISTING SPRAY-ON FIREPROOFING TO BE PROTECTED DURING DEMOLITION AND NEW
CONSTRUCTION. NEW FIRE PROOFING TO BE APPLIED BY CONTRACTOR AT NO EXPENSE IF
DAMAGED DURING CONSTRUCTION
13. REMOVE ALL EXISTING GYPSUM BOARD WITHIN SCOPE OF RENOVATED AREA AND PROVIDE
NEW GYPSUM BOARD PER DEFINED PARTITION TYPES.
GENERAL DEMOLITION FLOOR PLAN NOTES
EXISTING WALL CONSTRUCTION TO BE
DEMOLISHED IN ITS ENTIRETY
EXISTING DOOR AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
AREA OF NO WORK
EXISTING WALLS TO REMAIN
DEMOLITION PLAN LEGEND
EXISTING WINDOW AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :5
P
M
AD013
DEMOLITION PLAN - NINTH FLOOR
ZDL
7 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
N
1/8" = 1'-0"
NINTH FLOOR DEMOLITION PLAN
KEYNOTE LEGEND
2.49 EXISTING ELEVATOR SHAFT TO BE RELOCATED.
2.50 DEMOLISH ROOF HATCH OPENING.
2.57 EXISTING METAL STAIR AND LANDING TO REMAIN.
2.58 LADDER UP FROM BELOW.
2.62 EXISTING TPO ROOF SYSTEM TO REMAIN.
2.63 LADDER UP TO PENTHOUSE ROOF
2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/
SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. UL # U419
2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. W/
SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. UL # U419
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION BATTS
5/8" GYP. BD. EACH SIDE OF
METAL STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: R C
P
F
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T O
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D E
R S
ID
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O F
S T
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C T
U R
E A
B O
V E
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GYP. BD. ONE SIDE OF METAL
STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
LINE OF STRUCTURAL DECK
BASE AND FLOORING
AS SCHEDULED
CH METAL STUDS @ 16" O.C.
CEILING MATERIAL AS
SCHEDULED
1" SHAFT LINER
1 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER
SIDE OF 2-1/2" C-STUDS AT 16" O.C. EXTEND FROM FLOOR TO DECK. SEAL
TO DECK WITH FIRE SAFING. 1 HOUR RATED / UL # U415
SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX
DETAILS
SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
5/8" "TYPE X" GYP. BD. EACH SIDE
OF METAL STUDS AT 16" O.C.
FIRE RATED SEALANT
AROUND PERIMETER
C E
IL
IN
G H
E
IG
H T
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: R C
P
F
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T O
U N
D E
R S
ID
E
O F
S T
R U
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U R
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B O
V E
TYPE A
1-HOUR RATED / SMOKE
TYPE C
2-HOUR RATED
TYPE B (SHAFT WALL)
1-HOUR / 2-HOUR RATED
TYPE D
(MIN. STC 50)
TYPE E
(MIN. STC 45 / 50)
TYPE G
NON RATED
TYPE J (SHAFT WALL - MIN. STC 50)
NON RATED
TYPE H
NON RATED
TYPE M (PARTIAL CONSTRUCTION)
NON RATED
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.
EXTEND GYP. BD. AND SOUND ATTENUATION BATTS FROM FINISH FLOOR
TO DECK. UL # U419 / STC 45
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION BATTS
2 LAYERS 5/8" GYP. BD.
EACH SIDE OF METAL STUDS
AT 16" O.C.
C E
IL
IN
G H
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: R C
P
F
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D E
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ID
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B O
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2 LAYERS 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"
O.C. W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.
RATED TWO HOUR UL # U419
2 LAYERS 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.
W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. RATED
TWO HOUR UL # U419
1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C.
EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS TAPED
1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C.
EXTEND TO 6" ABOVE FINISHED CEILING. ALL JOINTS TAPED
LINE OF STRUCTURAL DECKLINE OF STRUCTURAL DECK
C E
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IN
G H
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H T
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: R C
P
2 LAYERS 5/8" GYP. BD.
F
LO
O R
T O
U N
D E
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ID
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O F
S T
R U
C T
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E A
B O
V E
1 1 1 1
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
2 LAYERS 5/8" GYP. BD.
EACH SIDE OF METAL STUDS
AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
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: R C
P
F
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T O
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D E
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ID
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O F
S T
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U R
E A
B O
V E
BASE AND FLOORING
AS SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
METAL RUNNER
(FASTENED 16" O.C.)
FIRE RATED SEALANT
AROUND PERIMETER
METAL RUNNER "J"
(FASTENED 16" O.C.)
FIRE RATED SEALANT
AROUND PERIMETER
BASE AND FLOORING
AS SCHEDULED
FIRE RATED SEALANT
AROUND PERIMETER
METAL STUD U-TRACK
FIRE RATED SEALANT
AROUND PERIMETER
FIRE RATED SEALANT
AROUND PERIMETER
LINE OF STRUCTURAL DECKLINE OF STRUCTURAL DECK
LINE OF STRUCTURAL DECK
RESILIENT CHANNEL
WHERE REQUIRED BELOW
5/8" TYPE 'X' GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ SOUND
ATTENUATION BATTS AND RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.
EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / STC 50)
SHIELDING AS REQUIRED
LINE OF STRUCTURAL DECK
BASE AND FLOORING
AS SCHEDULED
CH METAL STUDS @
16" O.C.
CEILING MATERIAL AS
SCHEDULED
1" SHAFT LINER
C E
IL
IN
G H
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H T
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: R C
P
2 LAYERS 5/8" GYP. BD.
F
LO
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T O
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D E
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ID
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O F
S T
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U R
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B O
V E
SOUND ATTENUATION
BATTS
METAL RUNNER
(FASTENED 16" O.C.)
METAL RUNNER "J"
(FASTENED 16" O.C.)
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS
2 LAYERS 5/8" GYP. BD.
ONE SIDE OF METAL STUDS
AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: R C
P
LINE OF STRUCTURAL DECK
1 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER
SIDE OF 2-1/2" C-STUDS AT 16" O.C. W/ SOUND ATTENUATION BATTS EXTEND
FROM FLOOR TO DECK. UL # U415
2 LAYERS 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/
SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.
F
LO
O R
T O
U N
D E
R S
ID
E
O F
S T
R U
C T
U R
E A
B O
V E
SUFFIX DETAILS SUFFIX DETAILS
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION BATTS
5/8" GYP. BD. EACH SIDE OF
EXISTING METAL STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
F
LO
O R
T O
U N
D E
R S
ID
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O F
S T
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B O
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TYPE L (PARTIAL CONSTRUCTION)
(MIN. STC 45 / 50)
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 3 5/8" METAL STUDS
WITH SOUND ATTENUATION BATTS.
EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / MIN. STC 45
LINE OF STRUCTURAL DECK
RESILIENT CHANNEL
WHERE REQUIRED BELOW
5/8" TYPE 'X' GYP. BD. EACH SIDE OF EXISTING 3 5/8" METAL STUDS W/
SOUND ATTENUATION BATTS AND RESILIENT CHANNEL WITH REQUIRED
SHIELDING. EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / MIN. STC 50
SHIELDING AS REQUIRED
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GYP. BD. EACH SIDE
OF EXISTING METAL STUDS
BASE AND FLOORING
AS SCHEDULED
LINE OF STRUCTURAL DECK
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 3 5/8" METAL STUDS.
EXTEND FROM FINISH FLOOR TO BOTTOM OF DECK AND SEAL TO DECK.
ALL JOINTS TAPED.
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 6" METAL STUDS.
EXTEND FROM FINISH FLOOR TO BOTTOM OF DECK AND SEAL TO DECK.
ALL JOINTS TAPED.
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GYP. BD. ONE SIDE OF
EXISTING METAL STUDS.
BASE AND FLOORING
AS SCHEDULED
TYPE N (PARTIAL CONSTRUCTION)
NON RATED
1 LAYER 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS.
EXTEND TO BOTTOM OF DECK, SEAL TO DECK. ALL JOINTS TAPED
LINE OF STRUCTURAL DECK
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
5/8" "TYPE X" GYP. BD.
EACH SIDE OF EXISTING
METAL STUDS AT 16" O.C.
FIRE RATED SEALANT
AROUND PERIMETER
F
LO
O R
T O
U N
D E
R S
ID
E
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S T
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B O
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TYPE K (PARTIAL CONSTRUCTION)
1-HOUR RATED / SMOKE
LINE OF STRUCTURAL DECK
BASE AND FLOORING
AS SCHEDULED
FIRE RATED SEALANT
AROUND PERIMETER
SHIELDING AS REQUIRED
SUFFIX DETAILS
SUFFIX DETAILS
CEILING MATERIAL
AS SCHEDULED
BASE AND FLOORING
AS SCHEDULED
TYPE P (PARTIAL CONSTRUCTION)
NON RATED
LINE OF STRUCTURAL DECK
REPLACE 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS.
EXTEND TO BOTTOM OF DECK, SEAL TO DECK. ALL JOINTS TAPED
EXISTING FURRING
AT EXTERIOR WALL
5/8" TYPE 'X' GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ SOUND
ATTENUATION BATTS AND RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.
EXTEND FROM FINISH FLOOR TO DECK. 1 HOUR FIRE RATED UL# U419 / STC 50
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.
EXTEND GYP. BD. AND SOUND ATTENUATION BATTS FROM FINISH FLOOR
TO DECK. 1 HOUR FIRE RATED. UL # U419 / STC 45
RESILIENT CHANNEL WHERE
REQUIRED BY TYPE BELOW
5/8" TYPE 'X' GYP. BD. EACH SIDE OF EXISTING METAL STUDS W/ SOUND
ATTENUATION BATTS AND A RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.
EXTEND FROM FINISH FLOOR TO DECK. 1 HOUR FIRE RATED UL# U419 / STC 50
5/8" GYP. BD. ON EACH SIDE OF EXISTING METAL STUDS. EXTEND GYP. BD.
AND SOUND ATTENUATION BATTS FROM FINISH FLOOR TO DECK. 1 HOUR
FIRE RATED. UL # U419 / STC 45
CEILING MATERIAL
AS SCHEDULED
BASE AND FLOORING
AS SCHEDULED
LINE OF STRUCTURAL DECK
2 LAYERS OF 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS
WITH SOUND ATTENUATION BATTS. EXTEND TO BOTTOM OF DECK,
SEAL TO DECK. ALL JOINTS TAPED
2 LAYERS OF 5/8" GYP. BD. ON
EXISTING METAL STUDS
SOUND ATTENUATION BATTS
TYPE R (PARTIAL CONSTRUCTION)
NON RATED
2 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER SIDE
OF 2-1/2" C-STUDS AT 16" O.C. W/ SHIELDING AS REQUIRED. EXTEND FROM
FLOOR TO DECK. SEAL TO DECK WITH FIRE SAFING. 2 HOUR RATED / UL # U415
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GYP. BD. ONE SIDE
OF METAL STUDS
AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
SUFFIX DETAILS
TYPE F
NON RATED
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.
EXTEND STUDS FROM FIN FLR TO BOTTOM OF DECK SEAL TO DECK.
EXTEND FINISH 6" ABOVE CEILING. ALL JOINTS TAPED.
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.
EXTEND STUDS FROM FIN FLR TO BOTTOM OF DECK SEAL TO DECK.
EXTEND FINISH 6" ABOVE CEILING. ALL JOINTS TAPED.
LINE OF STRUCTURAL DECK
SUFFIX DETAILS
SUFFIX DETAILS
TYPE S (PARTIAL CONSTRUCTION)
RATED
EXISTING GYP. BD. ON EXISTING METAL FRAMING. TAPE AND MUD EXISTING
GYP. BD. AND COMPLETE WALL CONSTRUCTION.
SEAL TO DECK. ALL JOINTS TAPED
CEILING MATERIAL
AS SCHEDULED
BASE AND FLOORING
AS SCHEDULED
LINE OF STRUCTURAL DECK
EXISTING 5/8" GYP. BD. ON
EXISTING METAL FRAMING
TAPE AND MUD EXISTING
GYPSUM BOARD
SUFFIX DETAILS
WALL FINISH AS
SCHEDULED
5/8" GYP. BD. ONE SIDE
OF METAL STUDSAT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
3'
H A
LF
W
A
LL
TYPE T (HALF WALL)
NON RATED
1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.
SHIELDING AS REQUIRED,
COORDINATE WITH VA
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
EXISTING METAL
STUD U-TRACK
METAL STUD U-TRACK
METAL STUD U-TRACK
SHIELDING AS REQUIRED,
COORDINATE WITH VA
1. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.
2. PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GYP BD AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF
AMERICA LATEST STANDARDS FOR EACH TYPE OF BACKING MATERIAL REPRESENTED IN
WALL/PARTITION.
3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYP BD WHICH EXTENDS A MINIMUM OF 6"
ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE
ARCHITECT.
4. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO
STRUCTURAL REQUIREMENTS.
5. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL
ALIGN ACROSS VOIDS AND JOINTS.
6. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED
OTHERWISE) WHERE GYPSUM BOARD CONTINUES ABOVE CEILING AND ABOVE THE CEILING
LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER
BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE
FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE
STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.
7. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE
OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL
EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.
8. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE
SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.
9. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS.
ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.
10. IMPACT RESISTANT GYP BD, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.
11. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE
PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF
SMOKE.
12. USE DEFLECTION TRACKS WHERE STUD WALLS ATTACH DIRECTLY TO METAL DECK.
GENERAL PARTITION NOTES
A3
BASIC PARTITION
ASSEMBLY CATEGORY
FRAMING UNIT
SIZE CATEGORY
PARTITION TAG
PARTITION
PER PLAN
TYPICAL PARTITION TAG
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :5
P
M
AE021
PARTITION TYPES
ZDL
8 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
FD
FD
FD
FD
FD
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT
WALL UNLESS NOTED OTHERWISE.
2. ALL WALLS TO BE PARTITION TYPE F1 UNLESS NOTED OTHERWISE.
3. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
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. DESIGN-BUILD CONTRACTOR TO DEVELOP PHASING OF DEMOLITION AND NEW CONSTRUCTION.
COORDINATE ALL REQUIRED PHASING WITH VA AND COR. PROVIDE AT LEAST 1 WEEK NOTICE
PRIOR TO ANY REQUIRED DOWN TIME.
8. DESIGN BUILD TEAM AND A/E OF RECORD MUST FOLLOW ALL CURRENT VA NATIONAL TIL
STANDARDS, INCLUDING VA NATIONAL CAD STANDARDS, THROUGHOUT DESIGN AND
CONSTRUCTION
GENERAL FLOOR PLAN NOTES
1 2 3 4 5 6 7 8 9 10 11
11a
C1
D
E
F
G
H
I
J
K
9A
G2
STORAGE
STORAGE
SCRUB
SCRUB
GAS CYLINDERS
GAS CYLINDERS
IMAGE EQUIP
COMPONENT
ROOM
IMAGE EQUIP
COMPONENT
ROOM
CONTROL ROOM
723B
CONTROL ROOM
723B
HAC
HAC
NEURO EQUIP
NEURO EQUIP
NEUROSURGERY
OR 9
728A
NEUROSURGERY
OR 9
728A
HYBRID OR 10
723A
HYBRID OR 10
723A
SCRUB
SCRUB
HYBRID STORAGE
723C
HYBRID STORAGE
723C
CARDIAC OR 3
720A
CARDIAC OR 3
720A
STAIR 10
STAIR 10
STORAGE
STORAGE
GAS STORAGE
GAS STORAGE
TOILET
TOILET
CORRIDOR
COR-7-10
CORRIDOR
COR-7-10
CORRIDOR
COR-7-12
CORRIDOR
COR-7-12
CORRIDOR
COR-7-11
CORRIDOR
COR-7-11
CORRIDOR
COR-7-9
CORRIDOR
COR-7-9
CORRIDOR
COR-7-8
CORRIDOR
COR-7-8
BIOMED
COMMUNICATION
BIOMED
COMMUNICATION
EXISTING CLEAN
CORE
7F-113
EXISTING CLEAN
CORE
7F-113
CORRIDOR
COR-7-6
CORRIDOR
COR-7-6
CORRIDOR
COR-7-3
CORRIDOR
COR-7-3
POST-OP AREA
POST-OP AREA
MEDICATION
MEDICATION
TOILET
TOILET
STORAGE
STORAGE
CLEAN SUPPLY
CLEAN SUPPLY
EQUIPMENT
STORAGE
720C
EQUIPMENT
STORAGE
720C
IT CLOSET
IT CLOSET
ELEVATOR
P-12
ELEVATOR
P-12
EXIST. ELEC
CLOSET
7F-116a
EXIST. ELEC
CLOSET
7F-116a
EXIST. ELEC
CLOSET
7F-116
EXIST. ELEC
CLOSET
7F-116
SOILED UTILITY
SOILED UTILITY
MEDICATION
MEDICATION
STORAGE
STORAGE
RECOVERY
RECOVERY
ISOLATION BAY
ISOLATION BAY
CONSULT
CONSULT
OR COUNTER
702A
OR COUNTER
702A
ELEVATOR LOBBY
COR-7-1
ELEVATOR LOBBY
COR-7-1
ELEVATOR
P-8
ELEVATOR
P-8
ELEVATOR
P-7
ELEVATOR
P-7
ELEVATOR
P-9
ELEVATOR
P-9
ELEVATOR
P-10
ELEVATOR
P-10 STAIR 8
STAIR 8
TOILET
701C
TOILET
701C
TOILET
701B
TOILET
701B
CORRIDOR
COR-7-2
CORRIDOR
COR-7-2
SURGICAL
WAITING
701A
SURGICAL
WAITING
701A
EXIST. TELECOM
7F100
EXIST. TELECOM
7F100
ALCOVE
ALC-7-1
ALCOVE
ALC-7-1
PUMP ROOM &
ABG
720B
PUMP ROOM &
ABG
720B
SOILED UTILITY
SOILED UTILITY
CLEAN SUPPLY
CLEAN SUPPLY
STORAGE
STORAGE
TOILET
TOILET
ANTE ROOM
ANTE ROOM
CORRIDOR
COR-7-4
CORRIDOR
COR-7-4
ALIGN
ALIGN
ALIGN
ALIGN ALIGN
ALIGN
ALIGN
ALIGN
ALIGN ALIGN
CORRIDOR
COR-7-5
CORRIDOR
COR-7-5
PATIENT BAY
704B
PATIENT BAY
704B
PATIENT BAY
704A
PATIENT BAY
704A
PATIENT BAY
704C
PATIENT BAY
704C
PATIENT BAY
704D
PATIENT BAY
704D
PATIENT BAY
704E
PATIENT BAY
704E
PATIENT BAY
704F
PATIENT BAY
704F
PATIENT BAY
704G
PATIENT BAY
704G
PATIENT BAY
704H
PATIENT BAY
704H
PATIENT BAY
704J
PATIENT BAY
704J
RECOVERY BAY
711L
RECOVERY BAY
711L
RECOVERY BAY
711K
RECOVERY BAY
711K
RECOVERY BAY
711J
RECOVERY BAY
711J
RECOVERY BAY
711H
RECOVERY BAY
711H
RECOVERY BAY
711B
RECOVERY BAY
711B
RECOVERY BAY
711C
RECOVERY BAY
711C
RECOVERY BAY
711D
RECOVERY BAY
711D
RECOVERY BAY
711E
RECOVERY BAY
711E
RECOVERY BAY
711F
RECOVERY BAY
711F
RECOVERY BAY
711G
RECOVERY BAY
711G
REFRESHMENT
CENTER
701D
REFRESHMENT
CENTER
701D
HAC
HAC
CORRIDOR
COR-7-7
CORRIDOR
COR-7-7
DOC. STORAGE
702B
DOC. STORAGE
702B
ALIGNP
-T
U B
E
RECOVERY BAY
711A
RECOVERY BAY
711A
13.10
A1
K1
FEC
FEC
FEC
K1K1
A1G2
M1
M1
M1
M1
M1
N1
M1
A1
K1
M1
E2
G2
E2G2
G2
G2
N1
L2
G2
G2
G1 E2
K2
L2E2
R1
H1
R1
R1
A1A1
E2
K1
K1
A2G2
A1 A1
E2
A1
K1 C1
G2C1
C1
K1
K1K1 N1
G2
G2G2
B1 A1
A1
G1
K1
K1
N1
G1
G2
E1E1
A1A1
K1
S1
G2
E1
L1 E1
L1
G2 M1
K1
A1
K1
G2
A1
G2G2
A1
G1
A1
A1
G2A1
A1 G1
G1 G2
G1 G1
G2 G1
G1
2.52
2.532.53
2.53
2.53
2.53
2.53
2.52
2.53
2.53
2.53
2.532.53
2.52
2.522.52
2.522.52 2.52
2.53
2.532.53
2.532.53
2.53
2.53
2.53
2.53
2.53
2.53
2.52
2.52
2.53
2.52
2.52
2.53
2.52
2.532.53
2.53
2.52
2.52
2.53
2.53
2.53
2.53
2.52
2.522.522.53
2.532.53
2.53
2.522.52
2.53
2.52
2.52
2.53
2.522.52
2.52
2.52
2.532.532.53 2.53
K1
2.53
2.532.53
E1
G2G2
E2
G2G2 G2G2
SCRUB
7F120
GENERAL
O.R. #2
7F122
GENERAL
O.R. #1
7F118
SUB
STERILE
7F113b
SHAFT
SUB
STERILE
7F113a
H.A.C.
7F114CARDIAC
O.R. #4
7F128
CLEAN
UTILITY
7F129
X-RAY
STORAGE
7F130
H.A.C.
7F131 SCRUB
7F132
SUB
STERILE
7F133c
K1K1
A1
K1
E2
2.53
K1
L2
L2
P1
P1P1P1 P1P1 P1P1
K2
2.53
P1P1 P1P1 P1P1 P1P1
2.53
P1
P1
P1
A2
M1
M1
A2
13.1013.10
13.1013.10
P1
P1P1
P1
P1
P1P1
P1
P1
P1P1
A1
A1
K1K1
E2E2E2 E2
N1N1
E2
N1N1
13.10 13.1013.10
N1
G1N1
N1N1
L2
K1
L2
A2
K2
E2
N1
K1
M1
H1H1
R1
C1
G2
13.1013.1013.10
13.10
13.10
K1
R1
13.10
13.10
S1
S1
P1 P1
G1
G2
G1 K1
P1
G2
G2
G2G2
2.53
A1
P1P1 P1
N1
M1
G2
A1A1
A1
E1 G1
A1
A1A1
S1
NURSE STATION
711M
NURSE STATION
711M
8.13 8.50
P1
P1 G2
N1
9.87
2.65
2.65
8.94
8.94
8.94
8.94 8.94 8.94 8.94
8.94 8.94 8.94
8.94
8.94
8.94
8.94
9.88
9.87 9.88
L2
8.95
N
RECOVERY &
SURGICAL WAITING
7TH FLOOR KEY PLAN
POST- OP
OPERATING ROOMS
RATED PARTITIONS & BARRIERS
1 HR FIRE RATING
2 HR FIRE RATING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :5
P
M
AE111
REFERENCE PLAN - SEVENTH FLOOR
ZDL
9 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
N
1/8" = 1'-0"
SEVENTH FLOOR REFERENCE PLAN
ROOM SCHEDULE - 7TH FLOOR
ROOM
NO.
ROOM NAME SEPS
CODE
PROGRAM
AREA
ACTUAL
AREA
COMMENTS
701A SURGICAL WAITING - - 377 SF NEUTRAL AIR
701B TOILET TLTU1 60 SF 51 SF NEGATIVE AIR
701C TOILET TLTU1 60 SF 51 SF NEGATIVE AIR
701D REFRESHMENT CENTER - - 51 SF NEUTRAL AIR
702A OR COUNTER - - 62 SF POSITIVE AIR
703 CONSULT - - 98 SF NEUTRAL AIR
704 POST-OP AREA - - 757 SF POSITIVE AIR
704A PATIENT BAY RRPR1 140 SF 124 SF POSITIVE AIR
704B PATIENT BAY RRPR1 140 SF 117 SF POSITIVE AIR
704C PATIENT BAY RRPR1 140 SF 115 SF POSITIVE AIR
704D PATIENT BAY RRPR1 140 SF 129 SF POSITIVE AIR
704E PATIENT BAY RRPR1 140 SF 123 SF POSITIVE AIR
704F PATIENT BAY RRPR1 140 SF 123 SF POSITIVE AIR
704G PATIENT BAY RRPR1 140 SF 136 SF POSITIVE AIR
704H PATIENT BAY RRPR1 140 SF 119 SF POSITIVE AIR
704J PATIENT BAY RRPR1 140 SF 111 SF POSITIVE AIR
705 TOILET TLTU1 60 SF 55 SF NEGATIVE AIR
706 CLEAN SUPPLY SRSE1 100 SF 51 SF POSITIVE AIR
707 SOILED UTILITY USCL1 80 SF 55 SF DOUBLE NEG. AIR
708 MEDICATION MEDP1 100 SF 68 SF NEUTRAL AIR
709 STORAGE - - 47 SF POSITIVE AIR
710 STORAGE - - 71 SF POSITIVE AIR
711 RECOVERY - - 795 SF POSITIVE AIR
711A RECOVERY BAY RRBP1 110 SF 89 SF POSITIVE AIR
711B RECOVERY BAY RRBP1 110 SF 90 SF POSITIVE AIR
711C RECOVERY BAY RRBP1 110 SF 90 SF POSITIVE AIR
711D RECOVERY BAY RRBP1 110 SF 90 SF POSITIVE AIR
711E RECOVERY BAY RRBP1 110 SF 88 SF POSITIVE AIR
711F RECOVERY BAY RRBP1 110 SF 101 SF POSITIVE AIR
711G RECOVERY BAY RRBP1 110 SF 99 SF POSITIVE AIR
711H RECOVERY BAY RRBP1 110 SF 81 SF POSITIVE AIR
711J RECOVERY BAY RRBP1 110 SF 92 SF POSITIVE AIR
711K RECOVERY BAY RRBP1 110 SF 92 SF POSITIVE AIR
711L RECOVERY BAY RRBP1 110 SF 86 SF POSITIVE AIR
712 MEDICATION MEDP1 100 SF 67 SF NEUTRAL AIR
713 ISOLATION BAY RRIR1 150 SF 118 SF DOUBLE NEG. AIR
714 TOILET TLTU1 60 SF 53 SF NEGATIVE AIR
715 ANTE ROOM RRIR1 45 SF 58 SF NEGATIVE AIR
716 SOILED UTILITY USCL1 80 SF 66 SF DOUBLE NEG. AIR
717 STORAGE - - 65 SF POSITIVE AIR
718 IT CLOSET TETR1 - 114 SF POSITIVE AIR
719 BIOMED COMMUNICATION - - 115 SF POSITIVE AIR
720A CARDIAC OR 3 ORCT1 750 SF 730 SF DOUBLE POS. AIR
720B PUMP ROOM & ABG ORHL1 260 SF 104 SF DOUBLE POS. AIR
720C EQUIPMENT STORAGE SRE01 120 SF 205 SF NEUTRAL AIR
721 CLEAN SUPPLY SRSE1 100 SF 167 SF POSITIVE AIR
722 SCRUB - - 59 SF POSITIVE AIR
723A HYBRID OR 10 ORHY2 900 SF 992 SF DOUBLE POS. AIR
723B CONTROL ROOM ORHC1 220 SF 151 SF NEUTRAL AIR
723C HYBRID STORAGE - - 183 SF NEUTRAL AIR
724 HAC JANC1 40 SF 34 SF DOUBLE NEG. AIR
725 TOILET TLTU1 60 SF 62 SF NEGATIVE AIR
726 GAS STORAGE SRGC1 60 SF 76 SF NEUTRAL AIR
727 STORAGE - - 100 SF NEUTRAL AIR
728 IMAGE EQUIP COMPONENT ROOM - - 116 SF NEUTRAL AIR
728A NEUROSURGERY OR 9 ORNS1 750 SF 683 SF DOUBLE POS. AIR
729 GAS CYLINDERS SRGC1 60 SF 77 SF NEUTRAL AIR
730 SCRUB - - 49 SF POSITIVE AIR
731 NEURO EQUIP - - 219 SF POSITIVE AIR
732 STORAGE - - 107 SF NEUTRAL AIR
ALC-7-1 ALCOVE RCA04 30 SF 21 SF POSITIVE AIR
TOTAL: 61 9476 SF
KEYNOTE LEGEND
2.52 EXISTING METAL STUD WALL WITH GYPSUM BOARD APPLIED. COMPLETE CONSTRUCTION
PER TAGGED PARTITION TYPE.
2.53 EXISTING METAL STUD WALL WITH NO GYPSUM BOARD. COMPLETE WALL CONSTRUCTION
PER TAGGED PARTITION TYPE.
2.65 CONTRACTOR TO PROVIDE CORRECTIONS TO EXISTING STAIR PER STRUCTURAL NARRATIVE
8.13 ALUMINUM DOOR & FRAME
8.50 ALUMINUM FRAMED STOREFRONT
8.94 CONTRACTOR TO CORRECT WALL FRAMING AND REINSTALL EXISTING WINDOW SYSTEM.
8.95 NEW ELEVATOR DOORS. CONTRACTOR TO COORDINATE SIZE AND LOCATION WITH
ELEVATOR MANUFACTURER.
9.87 CLEAN PAINT EXISTING CMU WALL CONSTRUCTION
9.88 CONTRACTOR TO COMPLETE EXISTING METAL STUD WALL ASSEMBLY AND APPLY GYPSUM
BOARD WHERE REQUIRED
13.10 PROVIDE SHIELDING AS REQUIRED. CONTRACTOR TO COORDINATE WITH VA.
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT
WALL UNLESS NOTED OTHERWISE.
2. ALL WALLS TO BE PARTITION TYPE F1 UNLESS NOTED OTHERWISE.
3. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
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. DESIGN-BUILD CONTRACTOR TO DEVELOP PHASING OF DEMOLITION AND NEW CONSTRUCTION.
COORDINATE ALL REQUIRED PHASING WITH VA AND COR. PROVIDE AT LEAST 1 WEEK NOTICE
PRIOR TO ANY REQUIRED DOWN TIME.
8. DESIGN BUILD TEAM AND A/E OF RECORD MUST FOLLOW ALL CURRENT VA NATIONAL TIL
STANDARDS, INCLUDING VA NATIONAL CAD STANDARDS, THROUGHOUT DESIGN AND
CONSTRUCTION
GENERAL FLOOR PLAN NOTES
1 2 3 4 5 6 7 8 9 10 11 11a
E
F
G
H
I
J
K
9A
G2
SICU PATIENT
ISOLATION ROOM
(ACC.)
811B
SICU PATIENT
ISOLATION ROOM
(ACC.)
811B
ICU TOILET
811C
ICU TOILET
811C
ANTE ROOM
811A
ANTE ROOM
811A
ICU TOILET
810B
ICU TOILET
810B
SICU PATIENT
ROOM
810A
SICU PATIENT
ROOM
810A
SICU PATIENT
ROOM
809A
SICU PATIENT
ROOM
809A
SICU PATIENT
ROOM
808A
SICU PATIENT
ROOM
808A
SICU PATIENT
ROOM
807A
SICU PATIENT
ROOM
807A
ICU TOILET
807B
ICU TOILET
807B
SICU PATIENT
ROOM
806A
SICU PATIENT
ROOM
806A
ICU TOILET
806B
ICU TOILET
806B
ICU TOILET
805B
ICU TOILET
805B
SICU PATIENT
ROOM
805A
SICU PATIENT
ROOM
805A
SICU PATIENT
ROOM
804A
SICU PATIENT
ROOM
804A
SICU PATIENT
ROOM (ACC.)
803A
SICU PATIENT
ROOM (ACC.)
803A
ICU TOILET
803B
ICU TOILET
803B
ICU TOILET
802C
ICU TOILET
802C
SICU PATIENT
ISOLATION ROOM
(ACC.)
802B
SICU PATIENT
ISOLATION ROOM
(ACC.)
802B
ANTE ROOM
802A
ANTE ROOM
802A
ICU TOILET
801B
ICU TOILET
801B
SICU PATIENT
ROOM (ACC.)
801A
SICU PATIENT
ROOM (ACC.)
801A
TOILET
TOILET
TOILET
TOILET
SICU WAITING
SICU WAITING
SICU PATIENT
825A
SICU PATIENT
825A
SICU PATIENT
ISOLATION ROOM
(ACC.)
824B
SICU PATIENT
ISOLATION ROOM
(ACC.)
824B
ANTE ROOM
824A
ANTE ROOM
824A
ICU TOILET
824C
ICU TOILET
824C
ICU TOILET
825B
ICU TOILET
825B
ANTE ROOM
823A
ANTE ROOM
823A
ICU TOILET
823C
ICU TOILET
823C
SICU PATIENT
ISOLATION ROOM
(ACC.)
823B
SICU PATIENT
ISOLATION ROOM
(ACC.)
823B
SICU PATIENT
ROOM
822A
SICU PATIENT
ROOM
822A
ICU TOILET
822B
ICU TOILET
822B
ICU TOILET
821B
ICU TOILET
821B
SICU PATIENT
ROOM
821A
SICU PATIENT
ROOM
821A
SICU PATIENT
ROOM
820A
SICU PATIENT
ROOM
820A
ICU TOILET
820B
ICU TOILET
820B
ON-CALL
ON-CALL
ON-CALL
TOILET/SHOWER
ON-CALL
TOILET/SHOWER
STAFF TOILET
STAFF TOILET
STAFF BREAK
STAFF BREAK
SHARED OFFICE
SHARED OFFICE
SINGLE OFFICE
SINGLE OFFICE
TEAM WORK
TEAM WORK
MED GAS
MED GAS
HAC
HAC
EQUIP. STORAGE
EQUIP. STORAGE
NOURISH.
NOURISH.
COMM
COMM
ELEC
ELEC
CLEAN UTILITY
CLEAN UTILITY
SOILED UTILITY
SOILED UTILITY
ALCOVE
ALC-8-5
ALCOVE
ALC-8-5
MEDS
MEDS
CLEAN SUPPLY /
LINEN
CLEAN SUPPLY /
LINEN
ALCOVE
ALC-8-1
ALCOVE
ALC-8-1
NURSE STATION
NURSE STATION
ALCOVE
ALC-8-3
ALCOVE
ALC-8-3
ALCOVE
ALC-8-4
ALCOVE
ALC-8-4
NURSE STATION/
TEAM COLLAB.
NURSE STATION/
TEAM COLLAB.
ALCOVE, ICE
ALC-8-2
ALCOVE, ICE
ALC-8-2
ICU TOILET
809B
ICU TOILET
809B
ICU TOILET
804B
ICU TOILET
804B
ICU TOILET
808B
ICU TOILET
808B
STAIR 10
STAIR 10
COMM
COMM
ELEVATOR LOBBY
COR-8-1
ELEVATOR LOBBY
COR-8-1
CORRIDOR
COR-8-2
CORRIDOR
COR-8-2
COMM
COMM
ELEVATOR
P-9
ELEVATOR
P-9
ELEVATOR
P-10
ELEVATOR
P-10
ELEVATOR
P-8
ELEVATOR
P-8
ELEVATOR
P-7
ELEVATOR
P-7
ELEVATOR LOBBY
COR-8-7
ELEVATOR LOBBY
COR-8-7
ELEVATOR
P-12
ELEVATOR
P-12
CORRIDOR
COR-8-4
CORRIDOR
COR-8-4
CORRIDOR
COR-8-6
CORRIDOR
COR-8-6
CORRIDOR
COR-8-5
CORRIDOR
COR-8-5
CORRIDOR
COR-8-9
CORRIDOR
COR-8-9
CORRIDOR
COR-8-10
CORRIDOR
COR-8-10
CORRIDOR
COR-8-8
CORRIDOR
COR-8-8
CORRIDOR
COR-8-3
CORRIDOR
COR-8-3
P -T
U B
E
7.187.1813.10
8.488.48
ALCOVE
ALC-8-6
ALCOVE
ALC-8-6
ALCOVE
ALC-8-7
ALCOVE
ALC-8-7
ALCOVE
ALC-8-8
ALCOVE
ALC-8-8
8.48
8.48
8.48
E1
G2
G2
E1
E1
G2
E1
E1
G2
D1 E1
D1
D1
G2 G2
H1
D1
H1
D1 D1
G2
H1
H1
C1
D1
G2
D1 D1
H1
D1
D1
H1
D1 D1
D1
D1
D1
D1G2G2G2 G2G2 G2
G2D1
D1
D1
G2
D1 G2
G2 G2
G2
F2G2G2
D1
H1
G2
B1
C1
H1 B1
G1
G2
G2D1
D1
G2
D1 H1
D1
G2G2
C1
C1D1
D1D1
G2
D1
G2
G2
H1
G2
D1
A1A1
A1A1
A1A1A2
B1
T1T1T1
C1 G2 A1
A1
A1G2
A1C1
G2
C1
C1
C1
G2
G2
C1
C1 B2
C1
A1A1
A1
G1
H1D1
H1 H1
G2 G2G2
G2
G2
J1 H1
H1
FEC
F E
C
FEC
B1
B1 J1
D1 C1 H1
D1
H1
H1
H1 C1
STAIR 8
EXPANSION JOINT,
REFERENCE SPECIFICATIONS
9.859.859.859.85 9.85
9.859.859.859.859.85
G2
F2
K1K1K1
K1
8.94
8.94
8.94
8.94
8.948.94 8.948.94 8.948.94 8.948.94 8.948.94 8.948.94 8.948.94 8.948.94
8.94 8.94 8.94 8.94 8.94 8.94
P1
P1
H1
P1 P1
P1 P1 P1 P1 P1 P1 P1 P1P1P1
P1
P1
P1
P1
P1
7TH FLOOR ROOF
N
8TH FLOOR SICU
8TH FLOOR KEY PLAN
RATED PARTITIONS & BARRIERS
1 HR FIRE RATING
2 HR FIRE RATING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
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
Building Number
Drawing Number
CONSULTANTS:
Drawing #
VA Office Of Construction & Facilities Management Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
OK ARCH REG. NO. CA02295, EXP. 06/30/2023
OK ENGR REG. NO. CA7127, EXP. 06/30/2023
The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.
FULLY SPRINKLERED
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:
STRUCTURAL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH ENGINEER
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
HEALTHCARE PLANNER
OCULUS INC.
1 S. MEMORIAL DR., SUITE 1500
ST. LOUIS, MO 63102
(314) 367-6100
SPUR PROJECT NUMBER: 1791.08
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
SEE FRONT COVER SHEET
FOR APPROVAL SIGNATURE
VERTICAL TRANSPORTATION
ENVIRONMENTAL HYGIENIST
TEC-AN, INC.
2517 S. PURDUE AVE.
OKLAHOMA CITY, OK 73128
(405) 681-7076
LERCH BATES
2001 BRYAN ST., SUITE 1930
DALLAS, TX 75201
(972) 294-5221
/2
/2
:1 :0
P
M
AE112
REFERENCE PLAN - EIGHTH FLOOR
ZDL
10 OF 92JNK
100% RFP DOCUMENTS
CONSTRUCT SURGICAL INTENSIVE
CARE UNIT & RENOVATE
OPERATING ROOMS
08/02/2021
635-436
OKLAHOMA CITY VA HEALTHCARE SYSTEM
921 NE 13TH ST, OKLAHOMA CITY, OK 73104
N
1/8" = 1'-0"
EIGHTH FLOOR REFERENCE PLAN
ROOM SCHEDULE - 8TH FLOOR
ROOM
NO.
ROOM NAME SEPS
CODE
PROGRAM
AREA
ACTUAL
AREA
COMMENTS
801A SICU PATIENT ROOM (ACC.) BRIC1 300 SF 272 SF POSITIVE AIR
801B ICU TOILET TLTU1 60 SF 49 SF NEGATIVE AIR
802A ANTE ROOM BRAR1 120 SF 67 SF NEGATIVE AIR
802B SICU PATIENT ISOLATION ROOM (ACC.) BRII1 240 SF 320 SF DOUBLE NEG. AIR
802C ICU TOILET TLTU1 65 SF 52 SF NEGATIVE AIR
803A SICU PATIENT ROOM (ACC.) BRIC1 300 SF 292 SF POSITIVE AIR
803B ICU TOILET TLTU1 60 SF 45 SF NEGATIVE AIR
804A SICU PATIENT ROOM BRIC1 300 SF 245 SF POSITIVE AIR
804B ICU TOILET TLTU1 60 SF 46 SF NEGATIVE AIR
805A SICU PATIENT ROOM BRIC1 300 SF 249 SF POSITIVE AIR
805B ICU TOILET TLTU1 60 SF 46 SF NEGATIVE AIR
806A SICU PATIENT ROOM BRIC1 300 SF 258 SF POSITIVE AIR
806B ICU TOILET TLTU1 60 SF 46 SF NEGATIVE AIR
807A SICU PATIENT ROOM BRIC1 300 SF 261 SF POSITIVE AIR
807B ICU TOILET TLTU1 60 SF 46 SF NEGATIVE AIR
808A SICU PATIENT ROOM BRIC1 300 SF 247 SF POSITIVE AIR
808B ICU TOILET TLTU1 60 SF 46 SF NEGATIVE AIR
809A SICU PATIENT ROOM BRIC1 300 SF 239 SF POSITIVE AIR
809B ICU TOILET TLTU1 60 SF 45 SF NEGATIVE AIR
810A SICU PATIENT ROOM BRIC1 300 SF 272 SF POSITIVE AIR
810B ICU TOILET TLTU1 60 SF 47 SF NEGATIVE AIR
811A ANTE ROOM BRAR1 120 SF 74 SF NEGATIVE AIR
811B SICU PATIENT ISOLATION ROOM (ACC.) BRII1 240 SF 335 SF DOUBLE NEG. AIR
811C ICU TOILET TLTU1 65 SF 60 SF NEGATIVE AIR
813 TEAM WORK WKTM1 237 SF…
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