Attachment 3 - Drawings 589-501 16-50.pdf
PDF 15 MB Posted
- Solicitation number
- 36C77624B0031
About this file
This document appears to be Attachment 3 - Drawings 589-501 16-50.pdf, which contains drawings related to the federal contract opportunity for the 589-501 Construction Outpatient Mental Health Addition (VA-24-00072549) solicitation.
The solicitation, with Solicitation Number 36C77624B0031, is being issued by the Department of Veterans Affairs Technology Acquisition Center Austin for the construction of an outpatient mental health addition. The solicitation requires the contractor to provide all labor, materials, equipment, and supervision necessary to complete the construction project as depicted in the attached drawings. No additional details about the specific products, services, or performance requirements are provided in this document.
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Text version
DN
AD102
B
AD102
B
AD102
B
AD102
C
TEMPORARY CONSTRUCTION PARTITION
TEMPORARY
CONSTRUCTION
PARTITION
TEMPORARY
CONSTRUCTION
PARTITION
TEMPORARY
CONSTRUCTION PARTITION
NO ARCHITECTURAL DEMOLITION IN BASEMENT. SEE
OTHER DISCIPINE SHEETS FOR DEMOLITION WORK.
GROUP ROOM
A005
OFFICE
A004
OFFICE
A006
OFFICE
A007
PT RM
A009
PT RM
A011
PT RM
A012
PT RM
A008
WORKROOM
A003
OFFICE
A002
ELECTRICAL
A027
ELECTRICAL
A026
HALL
A8A
HALL
A013
STAIR 1
0A-S1
ENERGY
MANAGEMENT
A013C
STORAGE
A013A
MECH
A013B
ENG
A013
ELEC
A015
HALL
A015A
NEUROPSYCH
A018
NEUROPSYCH
A017
NEUROPSYCH
A016
ELEVATOR #6
A0-E6
ELEVATOR #5
A0-E8
ELEVATOR #4
A0-E4
STORAGE
A023
HOUSEKEEPING
A022 MEN
A021
WOMEN
A020
STAIR
0A-S4
LOCKER
A019
FIRE CLOSET
A025
CORRIDOR
0CDR1
STOR
A029
MECH
A015B
NO ARCHITECTURAL
DEMOLITION IN CRAWL SPACE
NO ARCHITECTURAL
DEMOLITION IN CRAWL SPACE
ENTRY
A100
LOBBY
A101
WOMEN
A101B
RR
A101H
OFFICE
A101A
BHC
MEDICATION
ROOM
A169
RR
A168A
STORAGE
A169A
CONFERENCE
A168
ELEVATOR #4
A1-E4
ELEVATOR #5
A1-E5
TELE ALCOVE
A101D
TELE ALCOVE
A101C
CHASE
A169P
MELLEN CONF
ROOM
C167
ELECTRICAL
C167E
PSYCH OFFICE
C166
CONF ROOM
C165
TESTING ROOM
C165A
CONF ROOM
C164B
TESTING ROOM
C164A
STAFF OFFICE
C164
CORRIDOR
1CDR11
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
DEMOLITION GENERAL NOTES
A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS
AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
B. DEMOLITION SHALL BE DONE IN A MANNER TO REDUCE THE AMOUNT OF DAMAGE TO ADJACENT
MATERIALS AND CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING
AND REPAIR OF ADJACENT MATERIALS DUE TO DEMOLITION TO THE SATISFACTION OF THE
CONTRACTING OFFICER REPRESENTATIVE.
C. DEMOLITION SCOPE TO INCLUDE THE REMOVAL OF ALL EXISTING ELEMENTS AS REQUIRED TO
COMPLETE SCOPE OF WORK/CONSTRUCTION INCLUDED IN THESE DOCUMENTS, WHETHER OR
NOT SPECIFICALLY INDICATED HEREIN.
D. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC. INDICATED BY DASHED LINES
SHALL BE REMOVED. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC.
INDICATED BY SOLID LINES TO REMAIN.
E. PROVIDE TEMPORARY DUST-PROOF PARTITIONS REQUIRED TO SEAL DUST GENERATED DURING
CONSTRUCTION ACTIVITIES FROM ENTERING OCCUPIED PORTIONS OF THE BUILDING. MAKE
TEMPORARY PROVISIONS AS NECESSARY TO ACCOMMODATE MAKEUP AND RETURN AIR
AFFECTED BY TEMPORARY DUST PROOFING. TEMPORARY PARTITIONS TO BE RATED AS
REQUIRED ON LIFE SAFETY DRAWINGS. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL
ENTRANCES TO CONSTRUCTION AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL
INFORMATION.
F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF HVAC AND ELECTRICAL ITEMS TO
BE REMOVED.
G. STRUCTURAL COLUMNS, BEAMS, JOISTS, BEARING WALLS AND OTHER STRUCTURAL LOAD
BEARING MEMBERS TO REMAIN INTACT, U.N.O.
H. COORDINATE WITH THE OWNER REMOVAL AND STORAGE OF ALL EXISTING EQUIPMENT TO BE
RELOCATED.
I. DEMOLITION NOTES INDICATED ON DRAWINGS MAY NOT BE ALL INCLUSIVE. REMOVE ALL ITEMS
REQUIRED FOR RECONSTRUCTION AND TO ACCOMMODATE NEW WORK.
J. VERIFY EXTENT OF ALL CONDITIONS OF DEMOLITION WITH FLOOR PLAN AND SCHEDULED
CONSTRUCTION PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS AND
EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R.
K. AFTER REMOVAL OF EXISTING FLOOR FINISH, CONCRETE SLAB SHALL BE PATCHED, GROUND SMOOTH, AND LEVELED BEFORE INSTALLATION OF NEW FINISH PER ROOM FINISH SCHEDULE. AT
DISSIMILAR FLOOR ELEVATIONS, FEATHER SELF-LEVELING UNDERLAYMENT COMPOUND TO EACH
FLOOR ELEVATION AND GRIND SMOOTH.
L. PATCH TO MATCH ADJACENT SURFACES OF EXISTING WALLS AND FLOORS IN ALL AREAS
REQUIRED DUE TO THE REMOVAL OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT OR
FIXTURES.
M. WHERE EXISTING WALLS OR CEILINGS ARE DISTURBED FOR ACCESS TO SERVICES, PATCH TO MATCH DISTURBED MATERIALS AND FINISHES TO ORIGINAL CONDITION. WHERE REPAINTING IS
REQUIRED, THE ENTIRE WALL OR CEILING SURFACE SHALL BE PAINTED TO THE NEAREST
CORNERS.
N. CEILINGS WHICH ARE IN CONFLICT WITH NEW WORK SHALL BE REMOVED OR RELOCATED ALONG
WITH ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS.
O. ALL EXISTING UNUSED WALL PENETRATIONS IN INTERIOR AND EXTERIOR WALLS ALONG WITH PENETRATIONS LEFT AFTER SELECTIVE DEMOLITION ACTIVITIES SHALL BE INFILLED TO MATCH
ADJACENT WALL FINISHES, THICKNESS, AND SMOKE/FIRE RATING AS REQUIRED.
P. MAINTAIN CLEAR EXIT PATHS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
NOTE:
REFERENCE THE PHASING PLANS FOR ADDITIONAL INFORMATION FOR PROJECT PHASING AND
COORDINATION OF DEMOLITION AND NEW CONSTRUCTION FOR THE PROJECT.
LINETYPE LEGEND
LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN
HEAVY DASHED LINE INDICATES EXISTING ELEMENT TO BE
REMOVED IN ITS ENTIRETY U.O.N.
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:2
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
AD101
OVERALL DEMOLITION PLAN Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 16' 32'8'1/16" = 1'-0"B
DEMOLITION PLAN - FIRST FLOOR - OVERALL
0 16' 32'8'1/16" = 1'-0"A
DEMOLITION PLAN - BASEMENT - OVERALL
N N
Revisions: Date:
8 11
24 24 24 24 24
2 2
11 13
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
DEMOLITION GENERAL NOTES
A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS
AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
B. DEMOLITION SHALL BE DONE IN A MANNER TO REDUCE THE AMOUNT OF DAMAGE TO ADJACENT
MATERIALS AND CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING
AND REPAIR OF ADJACENT MATERIALS DUE TO DEMOLITION TO THE SATISFACTION OF THE
CONTRACTING OFFICER REPRESENTATIVE.
C. DEMOLITION SCOPE TO INCLUDE THE REMOVAL OF ALL EXISTING ELEMENTS AS REQUIRED TO
COMPLETE SCOPE OF WORK/CONSTRUCTION INCLUDED IN THESE DOCUMENTS, WHETHER OR
NOT SPECIFICALLY INDICATED HEREIN.
D. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC. INDICATED BY DASHED LINES
SHALL BE REMOVED. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC.
INDICATED BY SOLID LINES TO REMAIN.
E. PROVIDE TEMPORARY DUST-PROOF PARTITIONS REQUIRED TO SEAL DUST GENERATED DURING
CONSTRUCTION ACTIVITIES FROM ENTERING OCCUPIED PORTIONS OF THE BUILDING. MAKE
TEMPORARY PROVISIONS AS NECESSARY TO ACCOMMODATE MAKEUP AND RETURN AIR
AFFECTED BY TEMPORARY DUST PROOFING. TEMPORARY PARTITIONS TO BE RATED AS
REQUIRED ON LIFE SAFETY DRAWINGS. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL
ENTRANCES TO CONSTRUCTION AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL
INFORMATION.
F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF HVAC AND ELECTRICAL ITEMS TO
BE REMOVED.
G. STRUCTURAL COLUMNS, BEAMS, JOISTS, BEARING WALLS AND OTHER STRUCTURAL LOAD
BEARING MEMBERS TO REMAIN INTACT, U.N.O.
H. COORDINATE WITH THE OWNER REMOVAL AND STORAGE OF ALL EXISTING EQUIPMENT TO BE
RELOCATED.
I. DEMOLITION NOTES INDICATED ON DRAWINGS MAY NOT BE ALL INCLUSIVE. REMOVE ALL ITEMS
REQUIRED FOR RECONSTRUCTION AND TO ACCOMMODATE NEW WORK.
J. VERIFY EXTENT OF ALL CONDITIONS OF DEMOLITION WITH FLOOR PLAN AND SCHEDULED
CONSTRUCTION PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS AND
EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R.
K. AFTER REMOVAL OF EXISTING FLOOR FINISH, CONCRETE SLAB SHALL BE PATCHED, GROUND SMOOTH, AND LEVELED BEFORE INSTALLATION OF NEW FINISH PER ROOM FINISH SCHEDULE. AT
DISSIMILAR FLOOR ELEVATIONS, FEATHER SELF-LEVELING UNDERLAYMENT COMPOUND TO EACH
FLOOR ELEVATION AND GRIND SMOOTH.
L. PATCH TO MATCH ADJACENT SURFACES OF EXISTING WALLS AND FLOORS IN ALL AREAS
REQUIRED DUE TO THE REMOVAL OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT OR
FIXTURES.
M. WHERE EXISTING WALLS OR CEILINGS ARE DISTURBED FOR ACCESS TO SERVICES, PATCH TO MATCH DISTURBED MATERIALS AND FINISHES TO ORIGINAL CONDITION. WHERE REPAINTING IS
REQUIRED, THE ENTIRE WALL OR CEILING SURFACE SHALL BE PAINTED TO THE NEAREST
CORNERS.
N. CEILINGS WHICH ARE IN CONFLICT WITH NEW WORK SHALL BE REMOVED OR RELOCATED ALONG
WITH ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS.
O. ALL EXISTING UNUSED WALL PENETRATIONS IN INTERIOR AND EXTERIOR WALLS ALONG WITH PENETRATIONS LEFT AFTER SELECTIVE DEMOLITION ACTIVITIES SHALL BE INFILLED TO MATCH
ADJACENT WALL FINISHES, THICKNESS, AND SMOKE/FIRE RATING AS REQUIRED.
P. MAINTAIN CLEAR EXIT PATHS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
NOTE:
REFERENCE THE PHASING PLANS FOR ADDITIONAL INFORMATION FOR PROJECT PHASING AND
COORDINATION OF DEMOLITION AND NEW CONSTRUCTION FOR THE PROJECT.
LINETYPE LEGEND
LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN
HEAVY DASHED LINE INDICATES EXISTING ELEMENT TO BE
REMOVED IN ITS ENTIRETY U.O.N.
SHEET KEYNOTES (NOT ALL NOTES APPLY TO PLAN)
WORK AT TEMPORARY MAIN ENTRANCE TO BE
COMPLETED PRIOR TO MAIN ENTRANCE
CLOSURE.
REMOVE METAL RAMP.
REF. CIVIL
REMOVE STEEL EDGING.
REMOVE STAIR TREADS
AND NOSINGS.
REF. CIVIL
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:2
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
AD102
DEMOLITION PLAN - FIRST FLOOR Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
DEMOLITION PLAN - FIRST FLOOR
N
2 TEMPORARY CONSTRUCTION SEPARATION PARTITION
3 REMOVE EXISTING STOREFRONT PARTITION IN ITS ENTIRETY.
4 REMOVE EXISTING FURNITURE PARTITION IN ITS ENTIRETY.
7 REMOVE EXISTING ACOUSTICAL WALLCOVERING.
8 REMOVE EXISTING FLOORING TO SLAB. PATCH, LEVEL/PREPARE FOR NEW FINISH.
9 REMOVE EXISTING CARPETING OVER TERRAZO FLOORING. PATCH AND REPAIR TERRAZO FLOORING AS
REQUIRED.
10 EXISTING TERRAZO FLOORING TO REMAIN. PROTECT DURING CONSTRUCTION ACTIVITIES AND REPAIR AS
REQUIRED.
11 REMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM.
13 REMOVE ALL EXISTING TOILET ACCESSORIES.
16 REMOVE EXISTING MARKERBOARD.
17 REMOVE EXISTING DISPLAY CABINET.
18 REMOVE EXISTING PLUMBING FIXTURE (SINK, FLOOR, DRAIN, WATER CLOSET, URINAL, DRINKING
FOUNTAIN AND/OR LAVATORY), RE: MEP.
20 REMOVE EXISTING DOOR. EXISTING FRAME AND THRESHOLD TO REMAIN. SEE IMPROVEMENT PLAN AND
DOOR SCHEDULE FOR NEW DOOR TYPE.
21 REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW OPENING.
22 REMOVE EXISTING EXTERIOR WINDOW IN ITS ENTIRETY. REMOVE MASONRY BELOW AS REQUIRED FOR
NEW OPENING. PREPARE SURFACE FOR NEW WORK.
23 REMOVE EXISTING EXTERIOR WINDOW IN ITS ENTIRETY.
24 REMOVE EXISTING DOOR, FRAME, AND THRESHOLD IN THEIR ENTIRETY.
27 REMOVE EXISTING WOOD WALL TRIM AND PATCH WALL TO RECEIVE NEW FINSIHES.
28 REMOVE PORTION OF EXISTING CONCRETE CANOPY TO ACCOMODATE NEW BUILDING. SEE DETAIL 4/A-501.
29 REMOVE EXISTING ROOF SYSTEM DOWN TO DECK. SEE IMPROVEMENT PLAN FOR MORE INFORMATION.
30 TEMPORARY CONSTRUCTION SEPARATION PARTITION
0 4' 8'2'1/4" = 1'-0"B
DEMOLITION PLAN - FIRST FLOOR @ STAIRS - SIM
C
DEMOLITION PLAN - FIRST FLOOR @ RAMP
DN
DN
DN
NEUROPSYCH
A016
NEUROPSYCH
A017 IT
A018
P. TLT.
A019
S. TLT.
A020
STAIR
A0-S1
STOR
A002
WKRM
A003
OFFICE
A004
GROUP ROOM
A005
OFFICE
A006
OFFICE
A007
PT RM
A009
PT RM
A008
PT RM
A011
PT RM
A012
ELEC
A027
ELEC
A026
HALL
A030
FILE STORAGE
A013A
MECH (N.I.C.)
A013B
ENERGY MGMT
(N.I.C.)
A013C
HALL
(N.I.C)
A013
MECH (N.I.C.)
A014
HALL (N.I.C.)
A015A
ELEC (N.I.C.)
A015
STAIR
A0-S4
CORRIDOR
0CDR1
STOR (N.I.C.)
A023
HSK N.I.C.
A022
FE
A025
HALL
A028
STOR
A029
ELEV #4
A0-E4
ELEV #5
A0-E5
ELEV #6
A0-E6
STAIR
B0-S2
STAIR
C0-S3
UNEXCAVATED
NO ARCHITECTURAL
IMPROVEMENT IN CRAWL SPACE
NO ARCHITECTURAL
IMPROVEMENT IN CRAWL SPACE
NOTE: NO ARCHITECTURAL IMPROVEMENT IN BASEMENT.
SEE MECHANICAL DEMOLITION DRAWINGS FOR ABOVE
CEILING WORK.
P. TLT.
A128
P. TLT.
A129
SUD GROUP
THERAPY
C136
SUD OFFICE
C134
SUD OFFICE
C133
S. TLT.
C131
S. TLT.
C130
P. TLT.
C126
P. TLT.
C125
STOR.
C127
CAROTAS
C128
STAFF LOUNGE
C129
A-201
B
MSA
A103
LOBBY
A101
CHILDREN'S
WAITING
A104
P. TLT.
A105
ALCOVE
A106
VESTIBULE
A100
DRINKING
FOUNTAIN
A130
STOR.
C132
ELEC
C135
VESTIBULE
A102
HALL
A131
HOLD
D101
CONSULT
D102
BHIP OFFICE
D103
BHIP OFFICE
D104
BHIP OFFICE
D105
BHIP OFFICE
D106
IT
D107
CWT OFFICE
D108
VESTIBULE
D109
P. TLT.
D110
P. TLT.
D111
BHIP OFFICE
D112
STAFF WORK
D113
CONF / CLASS
D114
BHIP OFFICE
D115
BHIP OFFICE
D116
BHIP OFFICE
D117
BHIP OFFICE
D118
BHIP OFFICE
D119
BHIP OFFICE
D120
BHIP OFFICE
D121
BHIP OFFICE
D122
BHIP OFFICE
D123
BHIP OFFICE
D124
BHIP OFFICE
D125
BHIP OFFICE
D126
BHIP OFFICE
D127
BHIP OFFICE
D128
BHIP OFFICE
D129
BHIP OFFICE
D130
CONF
D131
BHIP OFFICE
D132
BHIP OFFICE
D133
BHIP OFFICE
D134
COURTYARD
D135
A-201
C
A-201
E A-201
F
A-201
D
CORRIDOR
1CDR7
CORRIDOR
1CDR10
CORRIDOR
1CDR11
HALL
D136
TO CONNECTING
CORRIDOR
ELEC
D137
21 22.7 25.4 32.5 33.3 33.8
L.5
M
P
P.5
29.1
O.5
N.5
N
O
27 30.928.522.2
L
J.8
J
L (E)
K.8
A-301
A-301
A-301
A-301
A-301
HSK
D138
M.9
L.9
M.3
A-201
G
21.1
A-401
A-401
A-401
A-401
A-201
G
Sim
A-201
G
Sim
6' - 0"
STAFF NURSE
A224
SOCIAL
WORKER
A225
SOCIAL
WORKER
A226
STAFF NURSE
A227
WORK RM
A228
HALL
A229
WOMEN
A230MEN
A231
RR
A232
STAFF NURSE
A233
SOCIAL
WORKER
A234
STAFF NURSE
A235
STAFF PSYCH
A236
STAFF PSYCH
A237
STAFF NURSE
A238
SOCIAL
WORKER
A239
CLINICAL PSYCH
A240
STAIR 2
A241
STAFF SOCIAL
WORKER
A243
STAFF NURSE
A244
STAFF PSYCH
OFFICE
A245
STAFF PSYCH
OFFICE
A246
PSYCH NURSE
PRACTITIONER
A247
STAFF PSYCH
A248
STAFF NURSE
A249
NURSE
PRACTITIONER
A250
LOUNGE
A251
SOCIAL
WORKER
A252
PSYCH NURSE
PRACT
A253
PSYCHIATRY
RES.
A254
WAITING AREA
A255
STAFF PSYCH
A256
STAFF PSYCH
A257
NURSE
PRACTITIONER
A258
NURSE
PRACTITIONER
A259
CORRIDOR
A260
CORRIDOR
A261
CHASE
A262
ELECTRICAL
A263
ELECTRICAL
A264
HOUSEKEEPING
A265
SUPPLY ROOM
A266
RR
A267
RECEPTION
A268
IT CLOSET
A269
MEN
A270
STAIR 1
A272
CORRIDOR
A273
CORRIDOR
A274
CORRIDOR
A275 ELEVATOR #6
A276
ELECTRICAL
A277
ELECTRICAL
A278
EMS STORAGE
(N.I.C.)
A279
FIRE CLOSET
A280
OFFICE
A281
OFFICE
A282
MEN
A283
LOUNGE
A284
STAFF ONLY RR
A285
UNIVERSAL
WASTE
A286
CCTV CONTROL
ROOM
A287
PHOTO STUDIO
A288
MEDICAL MEDIA
A289
OFFICE
A290
STAFF
PSYCHOLOGIST
A291
STAFF
PSYCHOLOGIST
A292
ENGINEERING
(N.I.C.)
A293
LOADING DOCK
A294
STAFF
RESTROOM
A295
MEN
A296
SECRETARY
OFFICE
A297
SERVICE LINE
MANAGER
A299
NURSE
MANAGER
A300
BEHAVIORAL
HEALTH
SERVICE
A301
ASSO.
MANAGER
A302
MANAGEMENT
ANALYST
A303
CLINICAL
OPERATIONS
SUPPORT
A304WORK ROOM
A305
FIRE CLOSET
A306
CORRIDOR
A307
STAIR
A309
PSYCH SUPPLY
A310
HOUSEKEEPING
A311
WOMEN
A312
ELECTRICAL
A313
BEHAVIORAL
HEALTH STAFF
A314
PHARMACIST
A315
PHARMACIST
A316
SUPERVISOR
A317
ADDICTION
THERAPIST
A318
NURSE
MANAGER
A319
SUICIDE
PREVENTION
CASE MANAGER
A320
SUICIDE
PREVENTION
COORDINATOR
A321
LOCAL
RECOVERY
COORDINATOR
A322
CLINICAL PSYCH
A323
STAFF PSYCH
A324
CORRIDOR
A325
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
FLOOR PLAN GENERAL NOTES
A. ALL INFECTION CONTROL CRITERIA AS SPECIFIED IN SECTION 01 35 26 SHALL BE ADHERED TO
DURING ALL PHASES OF THE PROJECT.
B. CONTRACTOR SHALL ERECT AND MAINTAIN A RATED SEPARATION DURING ALL CONSTRUCTION
PHASES, AS REQUIRED ON THE LIFE SAFETY DRAWINGS.
C. CONTRACTOR SHALL FIELD-LOCATE THE TEMPORARY WALLS AND DOORS AND COORDINATE
LOCATION WITH THE C.O.R. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL ENTRANCES TO
CONSTRUCTION AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION.
D. RENOVATION WORK SHALL BE COMPLETED WITH MINIMAL DISRUPTION TO BUILDING
OPERATIONS. THE OWNER RESERVES THE RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC
CONSTRUCTION OPERATIONS SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER
EXISTS TO THE WELFARE OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.
E. SCHEDULE ALL WORK PRODUCING EXCESS NOISE OR VIBRATIONS WITH C.O.R. IN ADVANCE SO
AS TO NOT DELAY PROGRESS OF THE WORK.
F. SCHEDULE ALL WORK REQUIRING DISRUPTION TO BUILDING UTILITIES WITH C.O.R. IN ADVANCE
SO AS TO NOT DELAY PROGRESS OF THE WORK.
G. PATCH ALL FLOORS, WALLS, AND CEILINGS ALTERED DURING CONSTRUCTION AS REQ'D TO
MATCH EXISTING. PATCH ANCHOR HOLES IN MASONRY WALL WHERE ACCESSORIES HAVE BEEN
MOVED AND/OR OMITTED.
H. COORDINATE MOUNTING LOCATIONS OF ALL WALL-MOUNTED DEVICES AND/OR EQUIPMENT IN
ORDER TO ELIMINATE CONFLICTS.
I. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING/ANCHORAGE FOR WALL-MOUNTED
EQUIPMENT AND/OR ACCESSORIES.
J. REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS.
K. PROVIDE CONTROL JOINTS ON CONTINUOUS GYPSUM BOARD SURFACES IN EXCESS OF 30'-0", AT
A MAXIMUM INCREMENT OF 30'-0" ON CENTER, U.N.O. INCORPORATE CONTROL JOINTS AT DOOR
AND WINDOW FRAMES.
L. REFERENCE SHEET A-502 FOR TYPICAL COLUMN DETAILS.
M. ANY EXISTING EXTERIOR WINDOWS PLACED BEHIND NEW WALLS SHALL BE "BLACKED OUT" TO
OUTSIDE VIEW.
LINETYPE LEGEND
LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN
HEAVY SOLID LINE INDICATES NEW ELEMENT
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:3
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-101
OVERALL IMPROVEMENT PLANS Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 16' 32'8'1/16" = 1'-0"A
IMPROVEMENT PLAN - BASEMENT - OVERALL
0 16' 32'8'1/16" = 1'-0"B
IMPROVEMENT PLAN - FIRST FLOOR - OVERALL
N
A-201
A
MSA
A103
LOBBY
A101
CHILDREN'S WAITING
A104
P. TLT.
A105
VESTIBULE
A100
A-201
C
A-201
E
A-201
F
A-201
D
VESTIBULE
A102
HOLD
D101
CONSULT
D102
BHIP OFFICE
D103
BHIP OFFICE
D104
BHIP OFFICE
D105
BHIP OFFICE
D106
IT
D107
CWT OFFICE
D108
P. TLT.
D110
P. TLT.
D111
BHIP OFFICE
D112 STAFF WORK
D113
CONF / CLASS
D114
BHIP OFFICE
D115
BHIP OFFICE
D116
BHIP OFFICE
D117
BHIP OFFICE
D118
BHIP OFFICE
D119
BHIP OFFICE
D120
BHIP OFFICE
D121
BHIP OFFICE
D122
BHIP OFFICE
D123
BHIP OFFICE
D124
BHIP OFFICE
D125
BHIP OFFICE
D126
BHIP OFFICE
D127
BHIP OFFICE
D128
BHIP OFFICE
D129
BHIP OFFICE
D130
CONF
D131
BHIP OFFICE
D132
BHIP OFFICE
D133
BHIP OFFICE
D134
CORRIDOR
1CDR10
HALL
D136
CORRIDOR
1CDR11
ELEC
D137
21 22.7 25.4 32.5 33.3 33.8
33.8
L.5
M
P
P.5
29.1
O.5
N.5
N
O
27 30.928.522.2
L
J.8
J
L (E)
K.8
A-301
A-301
A-301
A-301
A-301
4B
4A 4A
4A
4A
4A 4A
4A
4A
4A
4A
4A
4A
4B
4A
4A
2A
2A2A
2A
6B
2D
6B
6B
A103B
A101
A102D
D108
D129D130
D125D124
D117 D116
D107D106D104 D105D102 D103D101
D122D121
D119D120
D131BD132D133D134 D131A
D109C
D126
D115
D123
D118
D113
D128
D127
D114B
D114A
D112
A131A
D137
A102
2D
2C
2C
4A
4A
4A
4A
4A
4A
4A
4A
4D
4A4D
4D
4A
4A
4A
4A
4A
4A4A 4A
4A
4A
4A
4A 4A 4A4A
4A
4A
4A
4A
4A
4A
4A
4A
4B
4A
3D3D
3C
2A
2A
2C
ALCOVE
A106
4A4B4A4A
4A 4B 4A4B4A4A
4A
3A
3A
1 1
3C
HSK
D138
A-301
A-301
A103A
CW3CW3
A102A A102BCW4 CW5
CW6
SF1SF1SF2 SF1 SF1
SF1 SF1
SF1
SF1
SF1
SF1 SF1SF1SF1SF1
SF1
SF1
SF1
SF3
SF4
4B 3A
5A
5A
5A
2A
2A
A-502
3A
A-502
A-502
A-502
SIM
A-311
5A5A 5A5A
3C
3C
2A
5A5A
5A
5A
3A
3A
A-401
A-401
A-502
A100A
CW1
CW2
A100B
VESTIBULE
D109
A-301
A-301
E2 E1
D138
A-501
A-501
6A
A-501
SIM
A-501
SIM
A-501
SIM
5A5A
3A
5A5A
3A
3C3C
3C3C
5A
5A
5A
D109BCW7 CW7 D109A
M.9
L.9
M.3
EXTERIOR WALL
TYPE SEPARATION 3C
A-502
3C 3C A-502
A-502
OPP
A-502
SIM
OPP
A-502
SIM
5 5
3C3C
EXTERIOR WALL
TYPE SEPARATION
E2 E1E2
E1
HALL
A131
2A
E3
E3
A-501
A-501
3C
A-502
6C
A-201
I
21.1
4A
4A
4A4A
4A 4A
2A
2A 2B
3A
3D
A-401
A-401
62 SF
S. TLT.
C131
62 SF
S. TLT.
C130
A-401
140 SF
P. TLT.
A128
139 SF
P. TLT.
A129
373 SF
SUD GROUP
THERAPY
C136
14 SF
DRINKING
FOUNTAIN
A130
149 SF
SUD OFFICE
C134
137 SF
SUD OFFICE
C133
68 SF
P. TLT.
C126
77 SF
P. TLT.
C125
58 SF
STOR.
C132
4A
2B5A
3A3A
2A
5A
C136 C134 C133 C126
C131
C128
C129
C127
1CDR7
A128A129 C125
2A 4A
2A
2A
6A
2A
6A
2A
269 SF
STAFF LOUNGE
C129
124 SF
STOR.
C127
162 SF
CAROTAS
C128
A-311
A-502
A-502
SIM
C130
A105
5A
C135
C132
LINETYPE LEGEND
LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN
HEAVY SOLID LINE INDICATES NEW ELEMENT
FLOOR PLAN GENERAL NOTES
A. ALL INFECTION CONTROL CRITERIA AS SPECIFIED IN SECTION 01 35 26 SHALL BE ADHERED TO
DURING ALL PHASES OF THE PROJECT.
B. CONTRACTOR SHALL ERECT AND MAINTAIN A RATED SEPARATION DURING ALL CONSTRUCTION
PHASES, AS REQUIRED ON THE LIFE SAFETY DRAWINGS.
C. CONTRACTOR SHALL FIELD-LOCATE THE TEMPORARY WALLS AND DOORS AND COORDINATE
LOCATION WITH THE C.O.R. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL ENTRANCES TO
CONSTRUCTION AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION.
D. RENOVATION WORK SHALL BE COMPLETED WITH MINIMAL DISRUPTION TO BUILDING
OPERATIONS. THE OWNER RESERVES THE RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC
CONSTRUCTION OPERATIONS SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER
EXISTS TO THE WELFARE OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.
E. SCHEDULE ALL WORK PRODUCING EXCESS NOISE OR VIBRATIONS WITH C.O.R. IN ADVANCE SO
AS TO NOT DELAY PROGRESS OF THE WORK.
F. SCHEDULE ALL WORK REQUIRING DISRUPTION TO BUILDING UTILITIES WITH C.O.R. IN ADVANCE
SO AS TO NOT DELAY PROGRESS OF THE WORK.
G. PATCH ALL FLOORS, WALLS, AND CEILINGS ALTERED DURING CONSTRUCTION AS REQ'D TO
MATCH EXISTING. PATCH ANCHOR HOLES IN MASONRY WALL WHERE ACCESSORIES HAVE BEEN
MOVED AND/OR OMITTED.
H. COORDINATE MOUNTING LOCATIONS OF ALL WALL-MOUNTED DEVICES AND/OR EQUIPMENT IN
ORDER TO ELIMINATE CONFLICTS.
I. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING/ANCHORAGE FOR WALL-MOUNTED
EQUIPMENT AND/OR ACCESSORIES.
J. REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS.
K. PROVIDE CONTROL JOINTS ON CONTINUOUS GYPSUM BOARD SURFACES IN EXCESS OF 30'-0", AT
A MAXIMUM INCREMENT OF 30'-0" ON CENTER, U.N.O. INCORPORATE CONTROL JOINTS AT DOOR
AND WINDOW FRAMES.
L. REFERENCE SHEET A-502 FOR TYPICAL COLUMN DETAILS.
M. ANY EXISTING EXTERIOR WINDOWS PLACED BEHIND NEW WALLS SHALL BE "BLACKED OUT" TO
OUTSIDE VIEW.
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
SHEET KEYNOTES
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:4
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-102
IMPROVEMENT PLAN - FIRST FLOOR Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
IMPROVEMENT PLAN - FIRST FLOOR
N
1 ADD 7-MIL ANTI-SHATTER WINDOW FILM TO INTERIOR FACE OF GLAZING. ATTACH TO WINDOW FRAME ON
ALL 4 SIDES WITH STRUCTURAL SILICONE. FOLLOW MANUFACTURER INSTRUCTIONS ON WINDOW
PREPARATION.
2 CONTINUE GYP. BD. ON EXISTING WALL TO WINDOW MULLION.
3 RATED PARTITION TO BE CONTINUOUS.
4 ROOF LADDER
5 DIVIDER PARTITIONS. REF. INTERIOR DRAWINGS.
21 22.7 25.4 32.5 33.3 33.8
33.8
L.5
M
P
P.5
29.1
O.5
N.5
N
O
27 30.928.522.2
L
J.8
J
L (E)
K.8
MSA
A103
LOBBY
A101
CHILDREN'S WAITING
A104
P. TLT.
A105
VESTIBULE
A100
VESTIBULE
A102
HALL
A131
HOLD
D101
CONSULT
D102
BHIP OFFICE
D103
BHIP OFFICE
D104
BHIP OFFICE
D105
BHIP OFFICE
D106
IT
D107
CWT OFFICE
D108
VESTIBULE
D109
P. TLT.
D110
P. TLT.
D111
BHIP OFFICE
D112 STAFF WORK
D113
CONF / CLASS
D114
BHIP OFFICE
D115
BHIP OFFICE
D116
BHIP OFFICE
D117
BHIP OFFICE
D118
BHIP OFFICE
D119
BHIP OFFICE
D120
BHIP OFFICE
D121
BHIP OFFICE
D122
BHIP OFFICE
D123
BHIP OFFICE
D124
BHIP OFFICE
D125
BHIP OFFICE
D126
BHIP OFFICE
D127
BHIP OFFICE
D128
BHIP OFFICE
D129
BHIP OFFICE
D130
CONF
D131
BHIP OFFICE
D132
BHIP OFFICE
D133
BHIP OFFICE
D134
CORRIDOR
1CDR10
HALL
D136
CORRIDOR
1CDR11
ELEC
D137
ALCOVE
A106
HSK
D138
7' - 8" 9' - 4" +/- 10' - 4" 10' - 2" 10' - 2" 10' - 2" 10' - 7"
HOLD
8' - 1" 10' - 6" 10' - 6" 10' - 6" +/- 5' - 5" 10' - 6" 10' - 6" 10' - 6" 8' - 6"
11" 10' - 0" 10' - 6" +/- 11' - 6"
9'
8'
9" 8'
9"
3'
8"
+/- 8' - 7" +/- 4' - 9"
11" 13' - 2"
- 2
4'
9"
1'
1"
3'
4" 8'
8"
1'
4" 4'
0"
5'
4"
1'
8" 5'
4" 3'
8"
1'
8" 8"
8" 1'
8"
2'
8" 5'
4"
1'
4"5'
4"1'
4" 1'
4"
20' - 8" 32' - 0" 33' - 4" 21' - 4" 13' - 6" 11' - 2"
132' - 0"
7'
F .V
/2
2" E
J
10' - 0" 3' - 4" 1' - 4" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 5' - 4" 5' - 4"
5"
51' - 1" 3' - 3"
" +/- 10' - 2"
24' - 9" F.V.
2'
4" 5'
4"
2'
0"
6'
4" F
.V
M.9
L.9
M.3
3'
4" 8'
8"
1'
4"
5'
4"
3'
4" 5'
4"
3'
4" 5'
4"
8'
0" 1'
4"
1/ 2"
1'
4"
1' - 4" 19' - 4" 1' - 4" 4' - 0" 5' - 4" 3' - 4" 5' - 4" 3' - 4" 5' - 4" 4' - 0"
1' - 8" 8"
28' - 8"
8" 1' - 8"
4' - 0" 5' - 4" 1' - 4" 5' - 4" 4' - 0" 1' - 4" 12' - 2" 1' - 4" 7' - 10" 3' - 4"
+/- 22' - 10"
+/- 10' - 1"
9'
9"
ALIGN
ALIGN
A
LI
G N
1' - 2"11"
CENTER WALL ON
COLUMN GRID
ALIGN
CENTER WALL ON
COLUMN GRID
ALIGN
CENTER WALL ON
COLUMN GRID
ALIGN
CENTER WALL ON
COLUMN GRID
ALIGN
A
LI
G N
10' - 10"+/- 29' - 7" +/- 11' - 10"
CENTER WALL ON
COLUMN GRID
ALIGN
CENTER WALL ON
COLUMN GRID
ALIGN
E Q
E Q
H O
LD
8'
0"
11"
H O
LD
8'
2"
HOLD
8' - 2"
HOLD
6' - 2"
ALIGN
4'
HOLD
8' - 1"
A
LI
G N
ALIGN
ALIGN
ALIGN
0"
0"
CENTER WALL ON
COLUMN GRID
HOLD
8' - 0"
E Q
E Q
EQ EQ
EQ EQ
3' - 5 1/2"
21.1
139 SF
P. TLT.
A129
140 SF
P. TLT.
A128
373 SF
SUD GROUP
THERAPY
C136
149 SF
SUD OFFICE
C134
137 SF
SUD OFFICE
C133
77 SF
P. TLT.
C125
68 SF
P. TLT.
C126
124 SF
STOR.
C127
162 SF
CAROTAS
C128
269 SF
STAFF LOUNGE
C129
62 SF
S. TLT.
C130
62 SF
S. TLT.
C131
58 SF
STOR.
C132
2089 SF
COURTYARD
D135
8'
5"
3/ 8"
7'
3/
4" 8'
1/ 4"
8'
1/
2"
/8
11' - 10 5/8" 10' - 0 1/4" 9' - 6 5/8" 7/8" 25' - 8" 9' - 10" 8' - 11 5/8"
8' - 1 1/4"
17' - 8 5/8"
8'
1" 8'
3/ 4"
9'
1/
8"
/8
8' - 6 1/2" 10' - 9 5/8"
9'
1/
4"
C
LR
8'
1"
12' - 11"
DIMENSION GENERAL NOTES
A. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, CENTER LINE OF COLUMN GRID, OR FINISH FACE OF EXISTING WALLS AND COLUMN SURROUNDS, U.N.O.
B. ALL DIMENSION OF EXISTING CONSTRUCTION ARE TO PROVIDE CONTRACTOR WITH
APPROXIMATE SIZES AND ARE NOT INTENDED TO BE USED FOR CONSTRUCTION PURPOSES. ALL
DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
LINETYPE LEGEND
LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN
HEAVY SOLID LINE INDICATES NEW ELEMENT
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:4
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-103
DIMENSION PLAN - FIRST FLOOR Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
DIMENSION PLAN - FIRST FLOOR
S
S
S S
C
S S S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
C S
S
S
S
S
S
S S
S
S
S
S S
C
C
S
S
S
C
S
S
S
S
NOTE: NO ARCHITECTURAL IMPROVEMENT ON BASEMENT
CEILINGS. REPAIR CEILING GRID AND REPLACE ANY CEILING
TILES TO MATCH WITH EXISTING. THAT WERE DAMAGED
DURING DEMOLITION OF ABOVE CEILING WORK.
A-301
A-301
A-301
A-301
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
CEILING PLAN GENERAL NOTES
A. REFERENCE ELECTRICAL AND MECHANICAL DRAWINGS FOR FINAL FIXTURE LOCATIONS AND
QUANTITIES. ARCHITECTURAL CEILING PLANS ARE INTENDED TO SHOW FIXTURE LOCATIONS IN
CEILING GRID AND CEILINGS AND SHOULD NOT BE USED TO DETERMINE ELECTRICAL AND
MECHANICAL REQUIREMENTS.
B. CENTER LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPRINKLER HEADS, SPEAKERS, GENERAL ALARM, AND MISC. CEILING-MOUNTED DEVICES IN CEILING TILES WHERE THEY ARE
LOCATED U.N.O.
C. REFERENCE FINISH SCHEDULE I-601 FOR ADDITIONAL INFORMATION.
CEILING PLAN LEGEND
PLASTER,
GYPSUM OR
PORTLAND CEMENT
WOOD PLANK CEILING
SEE DETAIL ON SHEET
A-511 FOR LIGHTING AT
WOOD PLANK CEILING
EXIT SIGN,
CEILING MOUNTED
(DIRECTIONAL ARROW)
1' - 0"
CEILING
ELEVATION TAG
RETURN AIR, CEILING
SUPPLY AIR, CEILING
LIGHT FIXTURE,
RECESSED 2X4
TILE,
ACOUSTICAL CEILING
LIGHT FIXTURE,
RECESSED (1X4, 1X6)
LIGHT FIXTURE,
RECESSED 2X2
LINEAR SUSPENDED
FIXTURE 1X4
WALL FIXTURE
(INTERIOR)
WALL FIXTURE
(EXTERIOR)
METAL SOFFIT PANEL
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:5
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-111
OVERALL REFLECTED CEILING
PLANS
Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 16' 32'8'1/16" = 1'-0"A
REFLECTED CEILING PLAN - BASEMENT - OVERALL
0 16' 32'8'1/16" = 1'-0"B
REFLECTED CEILING PLAN - FIRST FLOOR - OVERALL
N
S
S
S
S
P. TLT.
A128
SUD GROUP
THERAPY
C136
SUD OFFICE
C134
SUD OFFICE
C133
S. TLT.
C131
S. TLT.
C130
P. TLT.
C126
P. TLT.
C125
STOR.
C127
CAROTAS
C128
STAFF LOUNGE
C129
STOR.
C132
P. TLT.
A129
MSA
A103
CHILDREN'S WAITING
A104
P. TLT.
A105
ALCOVE
A106
VESTIBULE
A100
DRINKING FOUNTAIN
A130
VESTIBULE
A102
HALL
A131
HOLD
D101
CONSULT
D102
BHIP OFFICE
D103
BHIP OFFICE
D104
BHIP OFFICE
D105
BHIP OFFICE
D106
IT
D107
CWT OFFICE
D108
P. TLT.
D110
P. TLT.
D111
BHIP OFFICE
D112
STAFF WORK
D113
CONF / CLASS
D114
BHIP OFFICE
D115
BHIP OFFICE
D116
BHIP OFFICE
D117
BHIP OFFICE
D118
BHIP OFFICE
D119
BHIP OFFICE
D120
BHIP OFFICE
D121
BHIP OFFICE
D122
BHIP OFFICE
D123
BHIP OFFICE
D124
BHIP OFFICE
D125
BHIP OFFICE
D126
BHIP OFFICE
D127
BHIP OFFICE
D128
BHIP OFFICE
D129
BHIP OFFICE
D130
CONF
D131
BHIP OFFICE
D132
BHIP OFFICE
D133
BHIP OFFICE
D134
CORRIDOR
1CDR10
HALL
D136
CORRIDOR
1CDR11
CORRIDOR
1CDR7
ELEC
D137
A-301
A-301
A-301
A-301
A-301
LOBBY
A101
ALCOVE
A106
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0" 9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 2"
9' - 0"
7' - 11"
9' - 0"
9' - 0"
EXPOS
VESTIBULE
D109
9' - 0"
EXPOS
8'
0"
9' - 0"
8' - 0"
HSK
D138
EXPOS
9' - 0"
A-301
A-301
A-511
7' - 0"
7' - 0"
3 2
1 1
7' - 0"
9' - 0"
9' - 0"
9' - 0"
A-521
A-511
A-5116
A-511
A-511
A-511
A-511
A-511
A-511
9' - 0"
9' - 0"
9' - 0"
9' - 6"
A-301
A-301
EQ EQ EQ EQ EQ EQ EQ
A-521
A-521
A-521
A-511
A-511
A-521
9' - 0"
7 7 7
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
9' - 0"1
A-511
8' - 2"
A-521
CEILING PLAN GENERAL NOTES
A. REFERENCE ELECTRICAL AND MECHANICAL DRAWINGS FOR FINAL FIXTURE LOCATIONS AND
QUANTITIES. ARCHITECTURAL CEILING PLANS ARE INTENDED TO SHOW FIXTURE LOCATIONS IN
CEILING GRID AND CEILINGS AND SHOULD NOT BE USED TO DETERMINE ELECTRICAL AND
MECHANICAL REQUIREMENTS.
B. CENTER LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPRINKLER HEADS, SPEAKERS, GENERAL ALARM, AND MISC. CEILING-MOUNTED DEVICES IN CEILING TILES WHERE THEY ARE
LOCATED U.N.O.
C. REFERENCE FINISH SCHEDULE I-601 FOR ADDITIONAL INFORMATION.
CEILING PLAN LEGEND
PLASTER,
GYPSUM OR
PORTLAND CEMENT
WOOD PLANK CEILING
SEE DETAIL ON SHEET
A-511 FOR LIGHTING AT
WOOD PLANK CEILING
EXIT SIGN,
CEILING MOUNTED
(DIRECTIONAL ARROW)
1' - 0"
CEILING
ELEVATION TAG
RETURN AIR, CEILING
SUPPLY AIR, CEILING
LIGHT FIXTURE,
RECESSED 2X4
TILE,
ACOUSTICAL CEILING
LIGHT FIXTURE,
RECESSED (1X4, 1X6)
LIGHT FIXTURE,
RECESSED 2X2
LINEAR SUSPENDED
FIXTURE 1X4
WALL FIXTURE
(INTERIOR)
WALL FIXTURE
(EXTERIOR)
METAL SOFFIT PANEL
SHEET KEYNOTES
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:0
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-112
REFLECTED CEILING PLANS - FIRST
FLOOR
Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
REFLECTED CELILING PLAN - FIRST FLOOR
N
1 EXISTING CONCRETE CANOPY.
2 PRE-FINISHED METAL SOFFIT.
3 ROOF HATCH
4 CEILING TO CEILING EJ COVER - BALCO 75FCA OR EQUAL.
5 RE: DETAIL ON SHEET A-501 FOR DETAIL WHERE EXISTING CONCRETE CANOPY IS REMOVED TO
ACCOMMODATE NEW CONSTRUCTION.
6 DIVIDER PARTITIONS. REF. INTERIOR DRAWINGS.
7 18"x18" ACCESS PANEL, PAINTED TO MATCH SOFFIT. COORDINATE EXACT PLACEMENT WITH OVERHEAD
DOOR MANUFACTURER.
8 24"x24" ACCESS PANEL, PAINTED TO MATCH CEILING. COORDINATE EXACT PLACEMENT WITH DAMPER
LOCATION. DETAIL ON SHEET A -511
10 METAL PANEL REVEALS TYP.
OS
OSOS
/4
/4
/4
/4
1/4" / 1'-0" 1/4" / 1'-0" 1 /4
/4
1/4" / 1'-0" 1/4" / 1'-0"
/4
1/4" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"
1/4" / 1'-0"
/4
/4
/4
1/4" / 1'-0"
A-301
A-301
A-301
A-301
A-301
A-301
1/4" / 1'-0"1/ 4"
1' -0
1/4" / 1'-0"1/4" / 1'-0"
/4
/4
1/4" / 1'-0" 1/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'-0"
/4
1/4" / 1'-0"
/4
1/4" / 1'-0"
A-301
A-301
/4
/4
A-521
A-521
A-522
A-521
A-301
A-301
A-522
D.S.
D.S.
D.S.
D.S.
D.S.
A-522
A-521
SIM
EXISTING BUILDING
EXISTING BUILDING
13 1313
A-522
A-522
SIM
9 2
A-521
1/4" / 1'-0"
1/4" / 1'-0"
ROOF PLAN GENERAL NOTES
A. ALL ROOFTOP MECHNICAL EQUIPMENT SHOWN ARE FOR REFERENCE ONLY. REF. MECHANICAL
DRAWINGS FOR EXACT LOCATIONS.
B. REF. STRUCTURAL DRAWINGS FOR ALL ROOF OPENING LOCATIONS AND DETAILS.
C. REF. STRUCTURAL DRAWINGS FOR RTU SCREEN WALL STRUCTURAL SUPPORTS.
D. 5" MIN. ROOF INSULATION THICKNESS.
SHEET KEYNOTES
HATCH LEGEND
NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING
AREA NOT IN SCOPE
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:2
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-121
PARTIAL ROOF PLAN Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
ROOF PLAN
N
1 ROOFTOP SCREENING UNIT. REF. STRUCT. AND EXTERIOR ELEVATIONS FOR MORE INFORMATION.
2 ROOFTOP UNIT, REF. MECH.
3 COMBINATION ROOF DRAIN/EMERGENCY DRAIN. REF. DETAIL ON SHEET A-521. COORDINATE FINAL
LOCATION WITH STRUCTURE.
4 5" ALUMINUM GUTTER AND DOWNSPOUT WITH CAST IRON BOOT.
5 EXISTING TPO ROOF TO REMAIN. PATCH AND REPAIR AS REQ'D TO INSTALL NEW RTU AND SCREEN.
MAINTAIN EXISTING ROOF WARRANTY.
9 ROOFTOP WALK PAD.
10 EXPANSION JOINT, REF. STRUCT.
11 30" X 36" ROOF HATCH.
12 EXHAUST FAN, REF. MECH.
13 EXISTING CONCRETE CANOPY.
14 APPLY NEW INSULATION AND TPO MEMBRANE TO SLOPE ROOF DRAINAGE TO EXISTING DOWN SPOUT
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
A-301
A-301
SF1SF1SF1
CW4
A102A
JOIST BRG.
112' - 5 1/2"
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
T.O. RTU SCREEN 124' - 10"
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
A-301
A-301
SF3SF1SF1 SF1 SF1
10 10
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
88 88
D109A
1 1
111212 12
T.O. RTU SCREEN 124' - 10"
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
A-301
A-301
A-301
A-511
SF1 SF1 SF1 SF4 SF1 SF1
A-522
JOIST BRG.
112' - 5 1/2"
CANOPY JOIST BEARING
112' - 9 1/2"
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
T.O. RTU SCREEN 124' - 10"
111 1 1
12 12 12 12
JOIST BRG.
111' - 0"
1 1
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
A-301
A-301
SF1 SF1 SF1 SF1 SF2
10 10
JOIST BRG.
112' - 5 1/2"
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
88888
1 1 1
12 12
T.O. RTU SCREEN 124' - 10"
VESTIBULE
D109
VESTIBULE
A102
1 1 1
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
SF17
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
D109B
FIN. FLOOR
100' - 0"
A-301
A-301
CW6
CW5
A102B
111111
JOIST BRG.
111' - 0"22
A-521
SHEET KEYNOTES
FIN. FLOOR
100' - 0"
CW8
1CDR2
FIN. FLOOR
100' - 0"
BRICKS INDICATED IN BOLD
LINE SHALL PROTRUDE 1/2"
GENERAL NOTES
A. ALL INFECTION CONTROL CRITERIA AS SPECIFIED IN SECTION 01 35 26 SHALL BE ADHERED TO
DURING ALL PHASES OF THE PROJECT.
B. CONTRACTOR SHALL ERECT AND MAINTAIN A RATED SEPARATION DURING ALL CONSTRUCTION
PHASES, AS REQUIRED ON THE LIFE SAFETY DRAWINGS.
C. CONTRACTOR SHALL FIELD-LOCATE THE TEMPORARY WALLS AND DOORS AND COORDINATE
LOCATION WITH THE C.O.R. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL ENTRANCES TO
CONSTRUCTION AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION.
D. RENOVATION WORK SHALL BE COMPLETED WITH MINIMAL DISRUPTION TO BUILDING
OPERATIONS. THE OWNER RESERVES THE RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC
CONSTRUCTION OPERATIONS SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER
EXISTS TO THE WELFARE OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.
E. SCHEDULE ALL WORK PRODUCING EXCESS NOISE OR VIBRATIONS WITH C.O.R. IN ADVANCE SO
AS TO NOT DELAY PROGRESS OF THE WORK.
F. SCHEDULE ALL WORK REQUIRING DISRUPTION TO BUILDING UTILITIES WITH C.O.R. IN ADVANCE
SO AS TO NOT DELAY PROGRESS OF THE WORK.
G. PATCH ALL FLOORS, WALLS, AND CEILINGS ALTERED DURING CONSTRUCTION AS REQ'D TO
MATCH EXISTING. PATCH ANCHOR HOLES IN MASONRY WALL WHERE ACCESSORIES HAVE BEEN
MOVED AND/OR OMITTED.
H. COORDINATE MOUNTING LOCATIONS OF ALL WALL-MOUNTED DEVICES AND/OR EQUIPMENT IN
ORDER TO ELIMINATE CONFLICTS.
I. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING/ANCHORAGE FOR WALL-MOUNTED
EQUIPMENT AND/OR ACCESSORIES.
J. REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS.
K. PROVIDE CONTROL JOINTS ON CONTINUOUS GYPSUM BOARD SURFACES IN EXCESS OF 30'-0", AT
A MAXIMUM INCREMENT OF 30'-0" ON CENTER, U.N.O. INCORPORATE CONTROL JOINTS AT DOOR
AND WINDOW FRAMES.
L. REFERENCE SHEET A-502 FOR TYPICAL COLUMN DETAILS.
M. EXTERIOR FINISH FACE BRICK IS FB-1. TYPICAL UNLESS OTHERWISE NOTED ON ELEVATIONS.
BLEND EQUAL TO CLOUD CERAMICS CORONADO (75%) AND DOVE GREY (25%).
N. CONTRACTOR TO FILL CAVITIES LEFT IN EXISTING WALLS AFTER DEMOLITION
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:3
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-201
EXTERIOR ELEVATIONS Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"A
NORTH ELEVATION
0 8' 16'4'1/8" = 1'-0"B
SOUTH ELEVATION
0 8' 16'4'1/8" = 1'-0"C
WEST ELEVATION
0 8' 16'4'1/8" = 1'-0"E
COURTYARD_WEST ELEVATION
0 8' 16'4'1/8" = 1'-0"D
COURTYARD_SOUTH ELEVATION
0 8' 16'4'1/8" = 1'-0"F
SOUTH ELEVATION
1 BRICK MASONRY CONTROL JOINT.
2 FACE BRICK FB-1. BLEND EQUAL TO CLOUD CERAMICS CORONADO (75%) AND DOVE GREY (25%).
3 BRICK AT THIS LOCATION SHALL FOLLOW PATTERN ON DETAIL J THIS SHEET.
4 MECHANICAL EQUIPMENT, RE. MECH.
5 PREFINISHED METAL PANEL ROOFTOP SCREEN. 7.2 HORIZONTAL RIBBED. MAINTAIN A MINIMUM OF 24" CLEARANCE FROM BOTTOM OF METAL PANEL TO TOP OF ROOF SYSTEM. PAINT STRUCTURE TO MATCH.
6 PREFINISHED METAL GUTTER.
7 BRICK INFILL, SAWTOOTH EDGES WITH EXISTING BRICK.
8 PREFINISHED BRAKE METAL TRIM. COLOR TO MATCH CURTAIN MULLION.
9 PREFINISHED METAL COPING CAP.
10 BRICK MASONRY ACCENT, RE. WALL SECTIONS.
11 PREFINISHED METAL DOWNSPOUT W/ CAST IRON BOOT, RE. CIVIL.
12 OVERFLOW ROOF DRAIN OUTLET. REF. PLUMBING DRAWINGS
13 PREFINISHED METAL FASCIA.
14 EXISTING BUILDING
15 METAL WALL PANEL
17 EXISTING SCUPPER AND DOWNSPOUT
18 NOT USED
19 NOT USED
20 NEW CANOPY
21 EXISTING SCUPPER AND DOWNSPOUT TO REMAIN
22 PONY WALL ENCLOSING NEW ROOF AREA AND EXISTING ROOF
0 8' 16'4'1/8" = 1'-0"G
EXISTING ELEVATION @LOUVER
0 8' 16'4'1/8" = 1'-0"I
ELEVATION @ EXT STAIR
0 1' 1 1/2'1/2'1 1/2" = 1'-0"J
EXT DTL - BRICK PATTERN
ROOF 137-9 3/4
137' - 9 3/4"
T.O. PARAPET
117' - 4"
M P P.5O.5N OK(E)J(E)
A-301
A-301
IT
D107
CONF
D131
CWT OFFICE
D108
VESTIBULE
D109
A-311
A-311
A-521
7 A-521
JOIST BRG.
114' - 4 7/8"
JOIST BRG.
112' - 5 1/2"
JOIST BRG.
114' - 7 3/8"
JOIST BRG.
111' - 6"
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
T.O. RTU SCREEN 124' - 10"
CORRIDOR
1CDR10
BHIP OFFICE
D117
BHIP OFFICE
D124
CORRIDOR
1CDR11
A-511
SUD OFFICE
C133
STOR.
C132
S. TLT.
C131
S. TLT.
C130
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
22.7 25.4 32.5 33.329.127 30.928.5
A-301
A-301
CORRIDOR
1CDR11
BHIP OFFICE
D121
BHIP OFFICE
D122
BHIP OFFICE
D123
HALL
D136
BHIP OFFICE
D124
BHIP OFFICE
D125
BHIP OFFICE
D126
CORRIDOR
1CDR11
BHIP OFFICE
D127
A-311
A-311
5 OPP
FIN. FLOOR
100' - 0"
21 22.2
HALL
A131
A-311
A-511
A-522
JOIST BRG.
111' - 0"
21.1
FIN. FLOOR
100' - 0"
A-301
A-301
CANOPY JOIST BEARING
112' - 9 1/2"
A-522
M.9 L.9
VESTIBULE
A100
FIN. FLOOR
100' - 0"
A-301
A-301
CANOPY JOIST BEARING
112' - 9 1/2"
20 19
A-522
SIMSIM
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044
Phone: 785-842-6464 www.pec1.com
Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603
Phone: 828-315-9962 www.atriaxgroup.com
ISSUED FOR BID
/2
/2
:5
:3
P
M A u to d e s k D o c s /1
.2
A tr ia x T o p e k a
V A
M e n ta l H e a lt h C lin ic
(M o d
.2
A
A tr ia x
T o p e k a V
A M e n ta l H e a lt h C lin ic
(M O
D
V
.r v t
A-301
BUILDING SECTIONS Outpatient Mental Health Clinic
Colmery-O'Neil VAMC Topeka, KS
589-501
03/29/24 FAB LD
0 8' 16'4'1/8" = 1'-0"1
BUILDING SECTION
0 8' 16'4'1/8" = 1'-0"2
BUILDING SECTION
0 8' 16'4'1/8" = 1'-0"3
BUILDING SECTION
0 8' 16'4'1/8" = 1'-0"4
CANOPY SECTION
0 8' 16'4'1/8" = 1'-0"5
CANOPY SECTION
T.O. PARAPET
117' - 4"
L.5
A-521
PARTITION TYPED AS
SCHEDULED
JOIST BRG.
114' - 4 7/8"
JOIST BRG.
111' - 6"
VAPOR BARRIER
GRANULAR FILL
PERIMETER INSULATION
CONCRETE FOUNDATION
REF. STRUC.
SIM
STEEL BEAM,
REF. STRUCT.
CONTINUE RATED
PARTITION TO DECK
ABOVE, EACH SIDE
SUSPENDED
ACOUSTICAL TILE
CEILING
CONCRETE SLAB -
REF. STRUCT.
SUSPENDED
ACOUSTICAL TILE
CEILING
FIN. FLOOR
100' - 0"
P.5
A-501
A-551
A-551
FACE BRICK WALL TYPE 'E1'
REF. EXTERIOR ELEVATIONS
FOR BRICK PATTERN
STOREFRONT WINDOW
REF. EXTERIOR ELEVATIONS
AND SCHEDULE
A-521
OPP
OPP
OPP
VAPOR BARRIER
GRANULAR FILL
PERIMETER INSULATION
CONCRETE FOUNDATION
REF. STRUC.
JOIST BRG.
112' - 5 1/2"
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
CONCRETE SLAB -
REF. STRUCT.
SUSPENDED
ACOUSTICAL TILE
CEILING
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
22.7
A-501
A-551
A-501
A-501
A-551
FACE BRICK WALL TYPE 'E1'
REF. EXTERIOR ELEVATIONS
FOR BRICK COLOR TYPE
STOREFRONT WINDOW
REF. EXTERIOR ELEVATIONS
AND SCHEDULE
VAPOR BARRIER
GRANULAR FILL
PERIMETER INSULATION
CONCRETE FOUNDATION
REF. STRUC.
VARIES
STOREFRONT HEAD
108' - 8"
STOREFRONT SILL
102' - 8"
CONCRETE SLAB -
REF. STRUCT.
FIN. FLOOR
100' - 0"
CURTAIN WALL
REF. EXTERIOR ELEVATIONS
AND SCHEDULE
A-521
A-551
EXISTING PLANTER
CONCRETE FOUNDATION
REF. STRUC.
CONCRETE SLAB -
REF. STRUCT.
JOIST BRG.
111' - 0"
FIN. FLOOR
100' - 0"
T.O. PARAPET
117' - 4"
22.7
A-501
A-501
A-501
SIM
FACE BRICK WALL TYPE 'E1'
REF. EXTERIOR ELEVATIONS
FOR BRICK COLOR TYPE
VAPOR BARRIER
GRANULAR FILL
PERIMETER INSULATION
CONCRETE FOUNDATION
REF. STRUC.
VARIES
CONCRETE SLAB -
REF. STRUCT.
Drawing Title
Approved: Associate Director
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
CONSULTANTS: ARCHITECT/ENGINEERS:
o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F 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
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Veterans Health
Administration Approved: Chief of Staff
Approved: Infection Control
Approved: Chief Engineer
Approved: Safety Officer
Approved: Chief, Police & Security
GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211
Phone: 316-265-9367 www.glmv.com
Professional Engineering Consultants (PEC) MEP Engineers 623…
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