Attachment 6 - Drawing Part 3 676-325 Renovate B404 - Architectural_Part2.pdf
PDF 10 MB Posted
- Attached to
- Y1DA--Minor Construction - Tomah VAMC 676-325 Expand and Renovate B404 for Outpatient Mental Health
- Solicitation number
- 36C77623B0050_1
About this file
This file provides details on a federal contract opportunity for minor construction services. The solicitation seeks proposals to expand and renovate an outpatient mental health facility (B404) at the Tomah Veterans Affairs Medical Center in Tomah, Wisconsin. The solicitation number is 36C77623B0050_1 and was issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. An attachment to the file contains architectural drawings for the proposed renovations in three parts totaling 10 MB in size. Proposals are due on April 15th, 2023 and the contract is expected to be awarded by June 1st, 2023. The opportunity is set aside for verified service-disabled veteran-owned small businesses.
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Text version
A
B
C
C.3
5 876
AE-301
AE-301
7.66.4
A.8
B.9
AE-301
AE-301
AE-427
5.2
A.A
AE-302
A.9
GROUP ROOM
C
20428
STORAGE
20434A
STORAGE
20428A
GROUP ROOM
A
20431
STORAGE
20431A
20431A
ELEVATOR
LOBBY
2C06
BUILDING
ELECTRICAL
20408
8A
RRTP
COUNSELOR
20410
AE-513
AE-513
AE-513
AE-415
AE-512
'-8
4"
2' -4
3'
-4
A N
AN AN D9 Q D9
6"
8 3/8"
'-2
/4
'-4
/8
10" 9'-5 1/8"
4' -0
/8
10 7/8" 7'-9 1/2" 11 1/2"
1' -0
10 1/2" 10 1/2"
T V
(N .I
.C
S4AO
S4AO S4AO
S4AOS4A
2S4H
S4A S4A
S4A
3'-4" 3'-4" 5'-4" 3'-4" 7'-8" 5'-4" 2'-0" 6'-8" 2'-0" 5'-4"
50'-4" 4"
'-0
50'-8"
4" EXPANSION JOINT WITH METAL
PLATE AT ADDITION CONNECTIONS,
TYPICAL, SEE /3 AE-511 S4AO 9"
1' -6
/4
S4A
3'-7" 2'-4 1/2"
5' -8
1'
-5
/4
S4AO
S4AO
S4AO
8 1/2"
S2AO
NX
NX
AE-501
4"
4"
4"
GROUP ROOM
B
20434
20434A
T V
(N .I
.C
1'-5 1/4"
2'-2"
S4A S4AO
S6A4
S4A
2S6H
2S6H
2S6H
2S6H
EXPANSION JOINT
S4A
S4A
S2AO S2AO
S2AO
S4O
S2AO
11'-4 3/8" 9'-0"
2' -1
3/
4"
2' -6
/8
S2AO
S2AO
S2AO
FEC
EAST STAIR
2S1
S4A
2S4H S4A
A
B
C
C.3
5 876
AE-301
AE-301
7.66.4
A.8
B.9
AE-301
AE-301
5.2
A.A
AE-302
A.9
AE-513
AE-513
AE-513
3'-4" 3'-4" 5'-4" 3'-4" 8'-0" 3'-4" 5'-4" 3'-4" 5'-4" 3'-4"
50'-4" 4"
50'-8"
2' -4
3'
-4
'-8
4"
'-0
1S1
GROUP ROOM
C
10430
ELEVATOR
LOBBY
1C06
STORAGE
10438A
STORAGE
10430A
GROUP ROOM
A
10435
STORAGE
10435A
EAST STAIR
1S1
6x
0A
5A
8A
GROUP ROOM
B
10438
A N
AN AN AN AN AN
10'-7 7/8" 7'-2 7/8" 19'-9 3/8" 9'-10 3/4"
3'-7" 2'-4 1/2"
5' -8
AE-513
'-2
/4
10" 9'-6 3/4" 8'-6 1/2"
1' -5
/4
S4A2S4H
S4A
S4A
S4AO
S4AO
S4AO
S4AO
S4AO
S4AO
1' -0
10 1/2" 10 1/2" 10 7/8"
8'-2 5/8" 8"
OPERABLE WALL
SYSTEM
AE-415
AE-512
7/
8"
S4AO
9"
1' -6
/4
NX
8 1/2"
NX
AE-501
4"
4"
4"
S4A
S4AS4A
S4A S4A
1'-5 1/4" 3'-3 5/8"
3' -8
S2AOS2AO
S2AO
2S6H
2S6H2S6H
2S6H
S4O
S2AO
S2AO
FEC
S4AO
2' -1
3/
4"
2' -6
/8
S4A2S4H
S4A
A R C H I T E C T S E N G I N E E R S
CB
DESIGN
GROUP
Project Number:
Building:
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLAN - NEW ADDITION
AE-420
52 250
-3
A E
-4
/2
/2
.p d f
SCALE: 1/4" = 1'-0"AE-420
2 ENLARGED SECOND FLOOR PLAN - ADDITION
SCALE: 1/4" = 1'-0"AE-420
1 ENLARGED FIRST FLOOR PLAN - ADDITION
N
REV 1 - BID ADDENDUM 1 02/16/2023
2/15/2023 47 of 233
C
C.3
5 876
AE-301
AE-301
7.66.4
A.8
B.9
AE-301
AE-301
AE-429
AE-429
5.2
A.A
AE-302
A.9
GROUP ROOM
C
30436
STORAGE
30441A
STORAGE
30436A
GROUP ROOM
A
30437
STORAGE
30437A
GROUP ROOM
B
30441
ELEVATOR
LOBBY
3C05
6A
30437A
EAST STAIR
3S1
'-8
4"
2' -4
3'
-4
'-0
3'-4" 3'-4" 5'-4" 3'-4" 7'-8" 5'-4" 2'-0" 6'-8" 2'-0" 5'-4"
50'-4" 4"
50'-8"
ALIGN BACK OF STUD WTH NEW
ADDITION SLAB EDGE, SEE STRUCT.
FOR SLAB LOCATION
'-2
/4
'-4
/8
10" 9'-5 1/8"
3'-7" 2'-4 1/2"5' -8
1'
-5
/4
1' -0
10 1/2" 10 1/2"
8 1/2"
AE-415
10 7/8" 7'-9 1/2" 11 1/2"
10'-7 7/8" 9'-0" 7'-6 3/4" 16'-4 7/8"
AE-513
AE-513
AE-513
AN AN D9 Q D9
A N
S4AO
S4A
S6A4
S4A
S4A2S4H
S4A
S4AO
S2AO
AE-512
6" EXPANSION JOINT WITH
METAL PLATE AT ADDITION
CONNECTIONS, TYPICAL
6"
S4AO
S4AO
S4AO
S4AO
S4AO
NX
NX
AE-501
S4AS4A
S4
S4
S4A
/8
NXC
NXC
NXC
NXC
S4EO
F1
NXC
FEC
S2AOS2AO
S2AO
S2AO
S2AO
S4AO
2S6H
2S6H 2S6H
2S6H
3' -8
2S4H
S4A
S4A
S4A
S2AOS2AO
2' -1
3/
4"
2' -6
/8
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLAN - NEW ADDITION
AE-421
53 250
-3
A E
-4
/2
/2
.p d f
SCALE: 1/4" = 1'-0"AE-421
1 ENLARGED THIRD FLOOR PLAN - ADDITION
N
2/15/2023 48 of 233
E
F
E.8
10 11 12 13
AE-425
AE-425
5 7
154 SF
INFO DESK
10442
AE-425
10 11
AE-425
AE-425
327 SF
RECEPTION
10460
97 SF
WORKROOM
10466
11a
B L-
S2AO
S2AO
S2AO
1' - 4 1/4"
S2AO
S2AO
10466
S6A
S4A
S4EOS2AO
S4A
SLIDING SERVICE GRILL/DOOR
2' -5
/8
4"
2'-0"
1' -1
/2
C L
3'-0"
/2
R 5' - 4 3/8"
2'-4"
R 3' - 4 3/8"
2' -0
5'-6 1/8" 3'-6"
5' -9
/8
3'
-6
R 6' - 4"
1' -4
/8
5'-5" 5" 5'-9 3/4" 5" 1'-9 7/8"
S2AO
2S4A
S4A
S6A
5'-0"5'-8"
4' -0
/2
HAC
10464
1'-6"
2S4A
S4EO
C.6
13'-10 5/8"
3/
8"
1/
2"
S2AO
S2AO
S2AO
FEC
S2AO
S2AO
BASE AS
SCHEDULED, TYP. 2'
-6
QZ-1, WATERFALL
EDGE AT END
QZ-1
BASE AS
SCHEDULED, TYP.
CG3CG3
QZ-1, WATERFALL
EDGE AT END
QZ-1
WRAP QZ-2 BASE AROUND END
AND TERMINATE AT BACK OF
DESK
PLAM PANELS (PL-2)
2' -6
" 3' -6
PL-2, TYPICALQZ-2 BASE AT OUTSIDE
OF INFORMATION DESK
QZ-1, WATERFALL
EDGE AT END
AE-517
AE-517
CG3
BASE AS
SCHEDULED, TYP.
QZ-1 CG3
DFP-1
QZ-1, WATERFALL EDGE
AT END
AE-517
BASE AS
SCHEDULED 2'
-6
3' -0
BL-2
SNEEZE GUARD
BASE AS
SCHEDULED,
TYP.
CG3CG3
BASE AS
SCHEDULED, TYP.
CG3
QZ-2 BASE AT
OUTSIDE OF
RECEPTION DESK
QZ-1, WATERFALL
EDGE AT END
PL-2
QZ-1
AE-517
AE-517
AE-517
DFP-1 WITH 3FORM
HARDWARE SOLUTION: 200.57
OR EQUAL
3' -6
SNEEZE GUARD
-TYPICAL EA. BAY
4"
2' -6
4"
4"
4"
AE-517
4" 4"
TRASH TRASH
BASE AS
SCHEDULED, TYP.
DFP-1 WITH 3FORM
HARDWARE SOLUTION: 200.57
OR EQUAL
QZ-1
QZ-1, WATERFALL
EDGE AT END
PL-2
RESILIENT BASE AS
SCHEDULED AT
INSIDE OF DESK
PLAM PANELS
(PL-2)
5"5'-9 3/4"5"7'-2 1/8" 6'-8 1/2"
CG3CG3
BASE AS
SCHEDULED,
TYP.
BASE AS
SCHEDULED,
TYP.
AE-518
PL-2
1'-3" 2'-0"
7' -2
E
F
E.8
15 16
AE-425
133 SF
MH CLINIC
MED/SUPPLY
10474
REF
S2AO
S4AS
3'-3 3/4"
1'-1" 10'-8 1/2"
S4AS
S4AS
S4AS
C.6
BASE AS
SCHEDULED, TYP.
REF
2' -1
0"
BASE AS
SCHEDULED, TYP.
PL-2
S-1
AE-517
2'-6"2'-6"
2' -1
0"
BASE AS
SCHEDULED, TYP.
S1
PL-2
AE-517
AE-517
2'-6" 3'-0" 2'-8"
BASE AS
SCHEDULED, TYP.
E
F
E.8
AE-425
OTOSC
VITALS B.
PTD-O
EXAM TBL
STOOL
CHAIR
10475
MH CLINIC
EXAM/VITALS
10475
0"
S4A S2AO
S4O
S4A
11"
2S4A
2S4A
C.6
S2AO
S2AOS2AO
BASE AS
SCHEDULED, TYP.
CG3
BASE AS SCHEDULED,
TYP.
PL-2
PL-1
BASE AS
SHEDULED, TYP.
S-1
3'-6"3'-0"
3' -0
1'
-8
2' -6
PTD-O
VITALS
B.
OTOSC
SD
AE-517
AE-517
AE-517
3'-0"
FULL HEIGHT
BACKSPLASH
BASE AS
SCHEDULED, TYP.
CHAIR
BASE AS
SCHEDULED, TYP.
S-1
PL-2
2'-8"2'-8"
1' -1
0" 2'
-1 0"
AE-517
PL-2
AE-517
DFP-1 WITH 3FORM
HARDWARE SOLUTION:
200.57 OR EQUAL
6' -0
2'
-0
BASE AS
SCHEDULED, TYP.
CG3CG3
TV(N.I.C)
2' -0
6'
-0
5 5/8" 9'-0"
DFP-1 WITH 3FORM
HARDWARE SOLUTION:
200.57 OR EQUAL
BASE AS
SCHEDULED, TYP.
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLANS AND INTERIOR
ELEVATIONS
AE-425
54 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-425
1 INFO DESK 10442, RECEPTION 10460, WORKROOM 10466 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-425
5 INFO DESK 10442 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
6 INFO DESK 10442 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
9 INFO DESK 10442 - SOUTH EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
7 INFO DESK 10442 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
10 RECEPTION 10460 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
12 RECEPTION 10460 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
13 RECEPTION 10460 - NORTH ELEVATION 2
SCALE: 1/4" = 1'-0"AE-425
14 RECEPTION 10460 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
11 RECEPTION 10460 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
15 WORKROOM 10466 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
2 MH CLINIC MED/SUPPLY 10482 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-425
17 MH CLINIC MED/SUPPLY 10482 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
18 MH CLINIC MED/SUPPLY 10482 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
19 MH CLINIC MED/SUPPLY 10482 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
20 MH CLINIC MED/SUPPLY 10482 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
3 MH CLINIC EXAM/VITALS 10475 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-425
8 INFO DESK 10442 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
24 MH CLINIC EXAM/VITALS 10475 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
22 MH CLINIC EXAM/VITALS 10475 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
21 MH CLINIC EXAM/VITALS 10475 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-425
23 MH CLINIC EXAM/VITALS 10475 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
16 WORKROOM 10466 - SOUTH ELEVATION
NSCALE: 1/4" = 1'-0"AE-425
25 FAMILY WAITING 10465 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-425
26 FAMILY WAITING 10465 - EAST ELEVATION
49 of 2332/15/2023 49 of 233
10 11
A.8
111 SF
NURSE
STATION
10452
AE-426
AE-426
9A.A
6' -7
/2
3'-6" 5'-9 3/8"
S4A S4A
S6AO
6 5/8"
A.9
T Y
P
8"
1' -6
A
B
A.8
71 SF
TREATMENT
OBSERVATION
10453
82 SF
TREATMENT
OBSERVATION
10451
AE-426
AE-426
A.A
9' -1
3/
8"
9'-8 1/4"
INF CHR
INF CHR
S4
CC
CC
A.9
S4EO
S4EO
C
D
C.3
B.9
AE-426
RRTP
OFFICES
10426
2S4A
PHONE
2' -6
1'
-0
S-1
REMOVABLE PLAM
PANELS (PL-2)
PL-2
BASE AS
SCHEDULED, TYP.
3' -6
BASE AS
SCHEDULED, TYP.
S-1
PL-2
BASE AS
SCHEDULED
AE-517
THRU-1
ACCESS PANEL AT PLUMBING
SHUT-OFF VALVE -
COORDINATE LOCATION
WITH PLUMBING
2' -1
0"
BASE AS
SCHEDULED, TYP.
S-1
PL-2
AE-517
AE-517
PL-2
1' -1
0" 2'-4" 2'-6"
AE-517
AE-517
2'-6" 2'-4"
S-1
PL-2
AE-517
BASE AS
SCHEDULED
3' -6
BASE AS
SCHEDULED, TYP.
PT-1
WP AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
CG2
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
PT-1
WP AS
SCHEDULED
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
CG2
VENDING VENDING
1' -1
0"
3'-5" 2'-6" BASE AS
SCHEDULED, TYP.
PL-2
S-1
PL-1
CT-3
AE-517
AE-517
AE-517
BASE AS
SCHEDULED, TYP.
5'-0"
2' -1
0"
SDP
MIRROR
BASE AS
SCHEDULED, TYP.
S-1
PL-2
AE-517
AE-517
1'-9"
HK A5145.
HOOK, GARMENT, CFCI
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
B
10 11
AE-426
MOTHERS
ROOM
10446
4' -0
HK A5145.
HOOK, GARMENT, CFCI
MIRROR
SDP
4'-0"
A.9
2'-0"
1'-2"S4A
SODA
S4A
SODA
1'-3"
S4EO
DFP-1 WITH 3FORM
HARDWARE
SOLUTION 200.57,
OR EQUAL
PAINT AS SCHEDULED
BASE AS SCHEDULED,
TYP.
3' -6
S1
PAINT AS SCHEDULED
COILING DOOR
4' -8
2'
-1 0"
EXISTING SINK AND
MILLWORK TO
REMAIN
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLANS AND INTERIOR
ELEVATIONS
AE-426
55 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-426
1 NURSE STATION 10452 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-426
2 TREATMENT OBSERVATION 10451,10453 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-426
4 RRTP OFFICE 10426 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-426
5 NURSE STATION 10452 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
6 NURSE STATION 10452 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
7 NURSE STATION 10452 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
8 NURSE STATION 10452 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
9 NURSE STATION 10452 - WEST ELEVATION 2
SCALE: 1/4" = 1'-0"AE-426
10 TREATMENT OBSERVATION 10453 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
11 TREATMENT OBSERVATION 10453 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
12 TREATMENT OBSERVATION 10453 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
13 TREATMENT OBSERVATION 10451 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
14 TREATMENT OBSERVATION 10451 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
15 TREATMENT OBSERVATION 10451 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
16 RRTP OFFICE 10426 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
17 VENDING 10422 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
21 MOTHERS ROOM 10446 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
22 MOTHERS ROOM 10446 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
23 MOTHERS ROOM 10446 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-426
24 MOTHERS ROOM 10446 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
3 MOTHERS ROOM 10446 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-426
20 REFRESHMENT 10422 - WEST ELEVATION
N
SCALE: 1/4" = 1'-0"AE-426
18 RTTP SECURITY OFFICE 10419 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-426
19 RTTP SECURITY OFFICE 10419 - EAST ELEVATION
50 of 2332/15/2023 50 of 233
D W
Range
ALIGN
E
F
E.8
11 12
357 SF
RRTP
TEACHING
KITCHEN
20454
AE-427
11a
S2AO
S4AO
S2AO
S2AO
S2AO
1'-3 1/4"
REF
TABLE
C
LE
A R
2' -4
S4EO
C.6
C
LE
A R
3' -1
0"
1' -6
5'-4"
MOBILE
CART
35X48
17'-8 5/8" 2'-9"
11'-11 3/4"
2' -1
4'-1" 3'-0" 8'-6 3/4"
2' -0
2'-1"
2' -1
7'
-1
3/ 4"
2' -1
2'-1" 5'-4" 2'-6" 2'-0 3/4"
T V
(N .I
.C
S4A
S4A
S4A
FEC
A
B
98 10 11
A.8
560 SF
STAFF BREAK
20449
AE-427
A.A
S4EO
S4A
S4A
S4A
2' -3
"REFREF
A.9 S4O
S2AO
V
IF
8' -0
S4EO
2'-0 1/4"
T V
(N .I
.C
E
F
E.8 236 SF
RECEPTION
20426
117 SF
RECP.
WORKROOM
20424
AE-427
AE-427
16 18
20424
2S4A
S4EO
S2AO
S6A
S4EO S4AO
S2AO
1' -7
/4
S2AO
S1O
C.6
'-0
/4
PTD-OSD
DW
BASE AS SCHEDULED, TYP.
PL-1
PL-2
AE-517
AE-517
1"
3'-0" 1'-6"
S-1
2"
2'-0" 2'-0" 2'-0" 1'-8"
3 3/4" 1'-0"
1'-4 3/4"
2' -1
0"
2'-0"
M A
X
3'-0"
1' -8
AE-517
AE-517
NO INTERIOR
OVERHANG AT
WINDOW SILL
AE-517
DETERGENT AND RINSE AID
BOTTLE CABINET W/
GROMMETS AT REAR FOR
HOSE CONNECTIONS TO DW
PL-1
PL-1
BASE AS
SCHEDULED, TYP. 2'
-1 0"
2'-0"2'-6"2'-0" 2"3'-3"
1' -8
2' -7
M
IN
RANGE
HOOD
ELECTRIC
RANGE
CT-3
PL-1
S-1
AE-517
AE-517
AE-517
1"2'-0"2'-6"2'-0"1"
AE-517
3/4"
BASE AS SCHEDULED, TYP.
S-1
AE-517
1' -8
2'
-1 0"
CG1
2' -8
1'
-3
2'-0"2'-0"2'-0"2'-2"
REF
2"
2'-0" 2'-0"
S-1
3'-0"
6 3/4"2'-0"2'-0"2'-0"
PL-1
PL-1
PL-1
COORD. W/
EQUIP. SIZE
AE-517
AE-517
BASE AS
SCHEDULED, TYP.
TV(N.I.C)
5' -0
BASE AS
SCHEDULED, TYP.
COFF
6'-8"
REF REF
BASE AS
SCHEDULED, TYP.
S-1
PL-2
AE-517
AE-517
AE-517
AE-517
1'-6" 2'-3"
S-1
2' -1
0"
2'-3"3'-0"
PTD-OSD
2' -1
0"
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
S-1
AE-517
2' -7
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
CG1
BASE AS
SCHEDULED,
TYP.
CG1
BASE AS
SCHEDULED, TYP.
BL-4
3' -0
4'
-0
BASE AS
SCHEDULED, TYP.
CG1
AE-517
AE-517
2' -1
0"
BASE AS
SCHEDULED, TYP.
PL-2
S-1
PL-2
1'-6" 2'-6" 2'-6" 3'-0"
AE-517
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLANS AND INTERIOR
ELEVATIONS
AE-427
56 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-427
1 RRTP TEACHING KITCHEN 20454 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-427
2 STAFF BREAK 20449 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-427
3 RECEPTION 20424, RECP WORKROOM 20426 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-427
4 RRTP TEACHING KITCHEN 20454 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
6 RRTP TEACHING KITCHEN 20454 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
7 RRTP TEACHING KITCHEN 20454 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
5 RRTP TEACHING KITCHEN 20454 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
8 STAFF BREAK 20449 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
10 STAFF BREAK 20449 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
11 STAFF BREAK 20449 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
9 STAFF BREAK 20449 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
12 RECP WORKROOM 20424 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
13 RECP WORKROOM 20424 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
14 RECP WORKROOM 20424 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
15 RECP WORKROOM 20424 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
16 RECEPTION 20426 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
17 RECEPTION 20426 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
18 RECEPTION 20426 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-427
19 GROUP ROOM B 20434 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-427
20 MH CLINIC TMS 20457 - WEST ELEVATION
N
51 of 2332/15/2023 51 of 233
151413 16
122 SF
MHICM MED
ROOM
30473
148 SF
MHICM
PATIENT
CARE
30478
AE-428
AE-428
4' -1
3/
8" 3' -3
1/
2"
A.9
2S4A
S6A4
1'-3"
S4A
30473
A
B
98 10 11
A.8
562 SF
STAFF BREAK
30453
AE-428
A.A
A.9
1/
2"
S4A
S4A
S4EO
S4A
2' -3
V
IF
8' -0
SD
PTD-O
COFF
REFREF
6'-0"
T V
(N .I
.C
B
231 SF
ADMIN
CONFERENCE
30418
AE-428
A.9
ELEVATOR
SHAFT
S4AO
S4A
T V
(N .I
.C
BASE AS
SCHEDULED, TYP.
CG1
CG1
2'-6" 2'-6" 2'-6" 2'-6"
2' -1
0"
S-1
PL-2
PL-2
AE-517
AE-517
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
REF
BASE AS
SCHEDULED, TYP.
MEDICINE
DISPENSER
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
MIN.
1'-6" CLEAR
6'-0"S-1
2' -1
0"
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
TV(N.I.C)
BASE AS
SCHEDULED, TYP.
S-1
PL-2
S-1
AE-517
AE-517
AE-517
AE-517
2' -1
0"
2'-3" 2'-3"
2' -1
0"
2' -1
0"
1'-6"
AE-517
SD PTD-O
COFF
3'-0"
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
TV(N.I.C)
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLANS AND INTERIOR
ELEVATIONS
AE-428
57 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-428
1 MHICM PATIENT CARE 30478, MED ROOM 30473 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-428
2 STAFF BREAK 30453 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-428
3 ADMIN CONFERENCE 30418 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-428
4 MHICM PATIENT CARE 30474 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
5 MHICM PATIENT CARE 30478 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
6 MHICM PATIENT CARE 30474 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
7 MHICM PATIENT CARE 30474 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
8 MHICM MED ROOM 30473 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
9 MHICM MED ROOM 30473 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
10 MHICM MED ROOM 30473 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
11 MHICM MED ROOM 30473 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
12 STAFF BREAK 30453 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
13 STAFF BREAK 30453 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
14 STAFF BREAK 30453 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
15 STAFF BREAK 30453 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
16 ADMIN CONFERENCE 30418 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-428
17 ADMIN CONFERENCE 30418 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
18 ADMIN CONFERENCE 30418 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-428
19 ADMIN CONFERENCE 30418 - WEST ELEVATION
N
52 of 2332/15/2023 52 of 233
LI
G N
A
LI
G N
ALIGN
ALIGN
C
D
C.3
B.9
AE-429
109 SF
ADMIN RECP.
30415
AE-429
AE-429
AE-429
5'-7 1/2"
1'-6 1/2"
S4A
S4A
S2AO
S2AO
8'-0 1/2"
6' -9
/8
2'
-1 1"
3' -0
3'
-0
2'-0" 11 1/2"
4'-8" S4A
S4EO
S2AO
S2AO
S4O
E
F
E.8
123 SF
RECP.
WORKROOM
30430 240 SF
RECEPTION
30432
AE-429
AE-429
16 1811 '-6
/2
4' -9
/2
5'
-8
/4
2S4A
S2AO
S4EO
S6AS4EO
S2AO
S1O
S2AO
30430
C.6
B L-
BASE AS
SCHEDULED, TYP.
3' -6
2' -6
CG1CG1
AE-517
3' -6
QZ-1
PL-2
QZ-2 BASE AT
OUTSIDE OF
RECEPTION DESK
BASE AS
SCHEDULED, TYP.
PL-X
QZ-1
AE-517
BASE AS
SCHEDULED, TYP.
S-1
AE-517
QZ-1
PL-2
AE-517
QZ-2 BASE AT
OUTSIDE OF
RECEPTION DESK
BASE AS
SCHEDULED, TYP.
PL-X
S-1
S-1
AE-517
QZ-2 BASE AT
OUTSIDE OF
RECEPTION DESK.
PL-X
QZ-1
BASE AS
SCHEDULED, TYP.
S-1
AE-517
2' -7
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
AE-517
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
3' -0
4'
-0
BL-1
TV(N.I.C)
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
TV(N.I.C)
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED PLANS AND INTERIOR
ELEVATIONS
AE-429
58 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-429
1 ADMIN RECP 30415 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-429
2 RECP WORKROOM 30430, RECEPTION 30432 - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE-429
5 ADMIN RECP 30415 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
6 ADMIN RECP 30415 - EAST ELEVATION 2
SCALE: 1/4" = 1'-0"AE-429
7 ADMIN RECP 30415 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
8 ADMIN RECP 30415 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
9 ADMIN RECP 30415 - SOUTH ELEVATION 2
SCALE: 1/4" = 1'-0"AE-429
10 ADMIN RECP 30415 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
11 ADMIN RECP 30415 - WEST ELEVATION 2
SCALE: 1/4" = 1'-0"AE-429
12 RECP WORKROOM 30430 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
13 RECP WORKROOM 30430 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
14 RECP WORKROOM 30430 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
15 RECP WORKROOM 30430 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
16 RECEPTION 30432 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
17 RECEPTION 30432 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
18 RECEPTION 30432 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
19 GROUP ROOM A 30437 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-429
20 GROUP ROOM B 30441 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-429
21 LOUNGE 30337 - SOUTH ELEVATION
53 of 2332/15/2023 53 of 233
H
G
9 10 11
AE-430
AE-430
AE-430
9' -5
3'-11 3/4" 2'-10 1/4" 2'-11 3/4" 3'-1 1/8" 6'-1" 3'-1 1/8" 2'-11 3/4" 2'-10 1/4" 4'-0 1/4"
S4A S4A
S4EO
S4EO
S4EO
S4EO
S2AO
S2AO
S6A
AE-603
AE-410
NEW ENTRY PLATFORM, STAIR AND
ACCESSIBLE RAMP. COORDINATE
WITH CIVIL AND LANDSCAPING.
GUARD RAIL WITH HANDRAIL.
COORDINATE WITH CIVIL.
COORD W/ CIVIL
8'-0"
3T
3' -0
DN DN
NEW ENTRY WALK AND ACCESSIBLE
RAMP. COORDINATE WITH CIVIL AND
LANDSCAPING.
S2AO
S2AO S2AO
S2AO
S2AO
VESTIBULE
10440
1' -0
S4EO
1' -0
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
SPANDREL
TEMP
SPANDREL
TEMP
VISION
TEMP
VISION
TEMP
VISION
TEMP
VISION
TEMP
BASE AS
SCHEDULED, TYP.
F G
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 11"
AE-603
AE-603
COORDINATE FINAL CEILING
HEIGHT WITH FINISHED
STOREFRONT HEAD LOCATION
BASED ON INSTALLATION IN
EXISTING MASONRY OPENING.9'
-0
F
S2AO
S2AO
S2AO
S2AO S2AO
WALL GUARD
METAL STUD FURROUT
EXISTING COLUMN
INTERIOR STOREFRONT
1/
8"
VIF W/ EXTG COL
1'-8 1/4"
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
ENLARGED ENTRY PLAN AND
INTERIOR ELEVATIONS
AE-430
59 250
-3
A E
-4
/2
/2
.p d f
SCALE: 1/4" = 1'-0"AE-430
1 ENTRY PLAN AND FOYER
SCALE: 1/4" = 1'-0"AE-430
6 VESTIBULE 10440 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-430
4 VESTIBULE 10440 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-430
7 VESTIBULE 10440 - EAST ELEVATION SCALE: 1/4" = 1'-0"AE-430
5 VESTIBULE 10440 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-430
3 SECTION AT ENTRY FOYER
SCALE: 1 1/2" = 1'-0"AE-430
2 COLUMN FURROUT AT ENTRY FOYER
N
REV 1 - BID ADDENDUM 1 02/16/2023
54 of 2332/15/2023 54 of 233
WP TO MATCH
EXISTING EXIST WP TO
REMAIN2'
-1
0"
S1
4'-10"
4' -0
"PASS-THRU
WINDOW
3' -0
BASE AS
SCHEDULED, TYP.
CG1CG3
WPS AS
SCHEDULED, TYP.
PT AS SCHEDULED,
TYP.
KIOSKSKIOSKS
FEATURE WALL
FEATURE WALLBASE AS
SCHEDULED, TYP.
CG3CG1CG3CG3CG1
CG3CG3
BASE AS
SCHEDULED, TYP.
WPS AS
SCHEDULED, TYP. BASE AS
SCHEDULED, TYP.
WPS AS
SCHEDULED, TYP.
4' -0
BASE AS
SCHEDULED, TYP.
CG1CG1
WP AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
CG1
WP AS
SCHEDULED, TYP.
CG1
4' -0
BASE AS
SCHEDULED, TYP.
WPS AS
SCHEDULED, TYP.
PT AS SCHEDULED,
TYP.
CG1
CG1
BASE AS
SCHEDULED, TYP.
CG1CG1
CG1 CG1BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
WPS AS
SCHEDULED, TYP.
PT AS SCHEDULED,
TYP.
2' -1
0" 4'
-8
COILING PASS-
THRU DOOR
WPS-1
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
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H
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J
123456789101112131415
/8
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/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR ELEVATIONS
AE-431
60 250
-3
A E
-4
/3
/2
.p d f
SCALE: 1/4" = 1'-0"AE-431
1 CORRIDOR 1C02 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-431
2 MAIN CORRIDOR C105 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-431
9 MAIN CORRIDOR 1C05 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-431
6 HALL 1C10 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-431
5 HALL 1C10 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-431
8 CORRIDOR 1C11 & 1C12 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
7 CORRIDOR 1C11 & 1C12 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
3 CORRIDOR 1C04 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
11 CORRIDOR 2C02 & 2CO3 - WEST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
12 CORRIDOR 2C02 & 2C03 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
4 CORRIDOR 1C04 - EAST ELEVATION
SCALE: 1/4" = 1'-0"AE-431
10 MAIN CORRIDOR C105 - SOUTH ELEVATION
55 of 2332/15/2023 55 of 233
FEATURE WALL - TBD
FEATURE WALLCG1
CG1
CG1
BASE AS
SCHEDULED, TYP.
CG1
WPS AS SCHEDULED,
TYP.
CG1 CG1
BASE AS
SCHEDULED, TYP.
BASE AS
SCHEDULED, TYP.
CG1 CG1
BASE AS
SCHEDULED, TYP.
FIRE EXTINGUISHER
CABINET
CG1CG1BASE AS
SCHEDULED, TYP.
CG1
CG1CG1
BASE AS
SCHEDULED, TYP.
AE-517
BASE AS
SCHEDULED, TYP.
CG1CG1 BASE AS
SCHEDULED, TYP.
CG1 CG1
BASE AS
SCHEDULED, TYP.
WPS AS SCHEDULED,
TYP.
CG1 CG1 CG1
FIRE EXTINGUISHER CABINET
CG1
WPS AS
SCHEDULED
BASE AS
SCHEDULED, TYP.
CG1
WPS AS
SCHEDULED
BASE AS
SCHEDULED, TYP.
WPS AS
SCHEDULED
BASE AS
SCHEDULED, TYP.
FIRE EXTINGUISHER
CABINET
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR ELEVATIONS
AE-432
61 250
-3
A E
-4
/1
/2
.p d f
SCALE: 1/4" = 1'-0"AE-432
6 WAITING 20427 - SOUTH
SCALE: 1/4" = 1'-0"AE-432
5 CORRIDOR 2C05 - SOUTH - WEST END
SCALE: 1/4" = 1'-0"AE-432
9 CORRIDOR 2C12 - EAST
SCALE: 1/4" = 1'-0"AE-432
8 CORRIDOR 2C12 - WEST
SCALE: 1/4" = 1'-0"AE-432
11 CORRIDOR 2C10 - SOUTH
SCALE: 1/4" = 1'-0"AE-432
10 CORRIDOR 2C10 - NORTH
SCALE: 1/4" = 1'-0"AE-432
12 CORRIDOR 3C03 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-432
2 CORRIDOR 2C04 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE-432
1 CORRIDOR 2C04 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"AE-432
4 CORRIDOR 2C05 - NORTH - WEST END
SCALE: 1/4" = 1'-0"AE-432
3 CORRIDOR 2C05 - NORTH - EAST END
SCALE: 1/4" = 1'-0"AE-432
7 CORRIDOR 2C05 - SOUTH - EAST END
SCALE: 1/4" = 1'-0"AE-432
13 WAITING 20427 - EAST
56 of 2332/15/2023 56 of 233
4" EXPANSION JOINT (EJ)
JOINT
4"
MINERAL WOOL CLOSURE/INSULATION
CAVITY CLOSURE
AIR BARRIER TIED INTO EJ
NX
S4AO
CONTINUOUS BEAD OF SEALANT
B
5 5.2
A.9
4" EXPANSION JOINT (EJ)
MINERAL WOOL
CLOSURE/INSULATION
CAVITY CLOSURE
AIR BARRIER TIED INTO EJ
NX
S4AO
E X
P . J
O
IN
T
4"
CONTINUOUS BEAD OF
SEALANT
B
A.9
EXISTING FOUNDATION WALL
ELEVATOR PIT WALL
ELEVATOR PIT
8"
4"
C
B.9
EXISTING FOUNDATION WALL
ELEVATOR PIT WALL
ELEVATOR PIT
2' -0
B
A.9
FACE OF SHAFTWALL
6" SHAFTWALL
AE-506
2S6H
2S6H
4" EXPANSION JOINT
BELOW
EXISTING SHINGLE
ROOF
1'-11"
1' -2
/2
1/ 2"
8"
4" VERTICAL
EXPANSION JOINT CONCRETE CURB BELOW
6" CFM FRAMING
5/8" EXTERIOR GYPSUM SHEATHING
WEATHER BARRIER
5" RIGID INSULATION
EPDM MEMBRANE FULLY ADHERED
6" CFM FRAMING
5/8" EXTERIOR GYPSUM SHEATHING
WEATHER BARRIER
5" RIGID INSULATION
EPDM MEMBRANE FULLY ADHERED
WEATHEER BARRIER
AE-550
4"
8"
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
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C
D
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123456789101112131415
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/8
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/4
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/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
EXTERIOR PLAN DETAILS
AE-501
62 250
-3
A E
-5
/1
/2
.p d f
SCALE: 1 1/2" = 1'-0"AE-501
1 EXPANSION JOINT DETAIL SOUTH
SCALE: 1 1/2" = 1'-0"AE-501
2 EXPANSION JOINT DETAIL EAST
SCALE: 1 1/2" = 1'-0"AE-501
3 ELEVATOR PIT EXPANSION JOINT AREA SOUTH
SCALE: 1 1/2" = 1'-0"AE-501
4 ELEVATOR PIT EXPANSION JOINT AREA NORTH
SCALE: 1 1/2" = 1'-0"AE-501
5 ELEVATOR PLAN DETAIL AT EXPANSION JOINT
57 of 2332/15/2023 57 of 233
5 5.2
A.9
EXPANSION JOINT TIED INTO WALL
AND ROOF JOINT UNDER COPING
EPDM ROOFING
AE-506
EXISTING SHINGLE ROOF
ROOF EXPANSION
JOINT
AE-551
AE-551
AE-506
METAL COVER CAP WITH CLEAT OVER
PARAPET COPING - COVER CAP TO ALLOW
EXPANSION JOINT MOVEMENT
METAL PARAPET COPING
TERMINATE ON EACH SIDE OF
EXPANSION JOINT
A
AE-506
METAL PARAPET COPING
EXPANSION JOINT TIED INTO WALL
AND ROOF JOINT UNDER COPING
METAL PARAPET COPING
EPDM ROOFING
EXISTING SHINGLE ROOF
ROOF EXPANSION
JOINT
METAL COVER CAP WITH CLEAT
OVER PARAPET COPING - COVER
CAP TO ALLOW EXPANSION JOINT
MOVEMENT
METAL PARAPET COPING
TERMINATE ON EACH SIDE
OF EXPANSION JOINT
B
A.9
AE-506
AE-417
EPDM ROOFING
ROOF EXPANSION
JOINT
ROOF EXPANSION
JOINT BELOW
EXISTING SHINGLE ROOF
PARAPET WALL OVER EXISTING
JOISTS AND SHEATHING
NEW ROOF CRICKET OVER
EXISTING ROOF SYSTEM
FULLY ADHERED EPDM MEMBRANE
LAP OVER KICK OUT FLASHING
ALONG FACE OF PARAPET WALL
OUTLINE OF KICK OUT FLASHING
UNDER SHINGLE
ELEVATOR ROOF
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
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G
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J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
EXTERIOR PLAN DETAILS
AE-502
63 250
-3
A E
-5
/2
/2
.p d f
SCALE: 1 1/2" = 1'-0"AE-502
1 ENLARGED PARAPET DETAIL - EXISTING TO NEW ROOF
SCALE: 1 1/2" = 1'-0"AE-502
2 ENLARGED PARAPET DETAIL - EXISTING TO NEW ROOF
SCALE: 1 1/2" = 1'-0"AE-502
3 ENLARGED PLAN AT ELEVATOR ROOF
58 of 2332/15/2023 58 of 233
WEATHER BARRIER (W.B.). LAP
MEMBRANE OVER FLASHING.
CUT INSULATION. RUN FLASHING
BETWEEN AS SHOWN.
SEE PLANS FOR
EXTERIOR WALL TYPES
XX
SEALANT AND BACKER ROD
1/4" MIN. COMPRESSIBLE JOINT FILLER
SS DRIP EDGE FLASHING
MEMBRANE FLASHING (SHOWN DASHED)
M
IN
T O
S
H E
L
G
L E
MORTAR NET
SELF ANGLE - SEE STRUCTURAL
STEEL STANDOFF PER STRUCTURAL DESIGN.
ANCHORED TO STRUCTURE THROUGH
SHEATHING. WELD SHELF ANGLE TO STANDOFF.
SEAL ALL MEMBRANE PENETRATIONS.
CONTINUOUS INSULATION
CFM CLIP ANGLE STANDOFF @ LIGHT
GAUGE FRAMING OR MASONTY TIES IN
CMU.
INSULATION RETAINER PLATE.
OPEN HEAD JOINTS @ 24" O.C. WITH
AIR VENT/INSECT SCREEN.
TIE /LAP WEATHER BARRIER TOGETHER
TO MAINTAIN CONTINUITY.
WEATHER BARRIER.
CONTINUOUS INSULATION AS SPECIFIED.
CFM CLIP ANGLE STANDOFF OR SPECIFIED
ANCHORAGE PRODUCT.
INSULATION RETAINER PLATE.
ANCHOR PER DESIGN
EXTERIOR STONE
STONE ANCHOR GROUTED SOLID IN SLOT
AND ANCHORED TO BACKUP STRUCTURE.
ANCHOR PER MFR'S DESIGN.
EXTERIOR BRICK
SEALANT ON BOND BREAKER TAPE.
MORTAR SETTING BED
EXTEND XPS INSULATION BELOW GRADE TO
T.O. FOOTING
FOUNDATION W.P. EXTEND TO BASE OF
FOUNDATION AND OVER TOP OF FOOTING.
DRAINAGE MAT CONNECTED TO PERIMETER
DRAINAGE SYSTEM
PROVIDE 4" SOLID BRICK INFILL EVERY 2'-0"
O.C. FOR STONE BEARING
GROUT CAVITY SOLID BELOW GRADE
A S
R E
Q 'D
CUT INSULATION. RUN FLASHING
BETWEEN AS SHOWN.
SEE PLANS FOR
EXTERIOR WALL TYPES
XX
SS DRIP EDGE FLASHING
MEMBRANE FLASHING (SHOWN DASHED)
M
IN
MORTAR NET
RAKE BED JOINT AT WEEPS CLEAN TO
ALLOW FREE DRAINAGE AT BASE. OR USE
HORIZONTAL BASE WEEP PLATES.
OPEN HEAD JOINTS @ 24" O.C. WITH
AIR VENT/INSECT SCREEN.
FOUNDATION WATER PROOFING. LAP
MEMBRANE 6" MIN.
S E
E C
IV
IL
WEATHER BARRIER (W.B.) . LAP
MEMBRANE OVER FLASHING.
CUT INSULATION. RUN FLASHING
BETWEEN AS SHOWN.
SEE PLANS FOR
EXTERIOR WALL TYPES
XX
SS DRIP EDGE FLASHING
MEMBRANE FLASHING (SHOWN DASHED)
M
IN
MORTAR NET
RAKE BED JOINT AT WEEPS CLEAN TO
ALLOW FREE DRAINAGE AT BASE. OR USE
HORIZONTAL BASE WEEP PLATES.
CONTINUOUS INSULATION
CFM CLIP ANGLE STANDOFF OR SPECIFIED
ANCHORAGE PRODUCT @ LIGHT GAUGE
FRAMING OR MASONTY TIES IN CMU.
INSULATION RETAINER PLATE.
OPEN HEAD JOINTS @ 24" O.C. WITH
AIR VENT/INSECT SCREEN.
TIE /LAP WEATHER BARRIER TOGETHER
TO MAINTAIN CONTINUITY.
RIGID XPS INSULATION BELOW GRADE. FILL CAVITY
DRAINAGE MAT CONNECTED TO PERIMETER
DRAINAGE SYSTEM
FOUNDATION WATER PROOFING. LAP <MB-1> 6" MIN.
A
FIRST FLOOR
0' - 0"
AE-505
AE-611
8PRECAST SILL
FACE BRICK
FLASHING AND
WEEPS 8" ABOVE
GRADE
GRADE. VARIES.
SEE CIVIL.
A
THIRD FLOOR
23' - 10"
AE-505
W
IN
D O
W 6'
-0
/8
R .M
.O
AE-611
AE-611
FACE BRICK
WINDOW HEAD. SEGMENTED
FLAT ARCH. SEE DETAIL 11/AE611
PRECAST SILL
A
ATTIC
35' - 8"
AE-551
AE-550
1'-5"
3' -1
3/
8" W
IN
D
O W
6' -0
/8
R
.M .O
AE-611
PRECAST CORNICE
TO MATCH EXISTING HEIGHT
PRECAST ANCHOR BY
DELEGATED DESIGN FOR
PRECAST SUPPORT TIED TO
STRUCTURE
FACE BRICK
WINDOW HEAD. SEGMENTED
FLAT ARCH. SEE DETAIL 11/AE611
PRECAST BAND - SEE
FOR LOCATION
/6 AE-551
METAL FLASHING
SECTION AT FLAT
PRECAST BAND
8" (CONTRACTOR SHALL
MAINTAIN 8" MIN PARAPET
HEIGHT AT ROOF HIGH
POINTS)
SLOPE
NOTE: CONTRACTOR IS TO DESIGN ALL
CONNECTION TO STRUCTURE AS
NECESSARY TO SUPPORT EACH PIECE OF
CAST STONE.
1 5/8"
A
CRAWLSPACE
-6' - 0"
CONCRETE SLAB,
SEE STRUCTURAL
PERFORATED FOUNDATION DRAIN
WATERPROOFING MEMBRANE
DRAIN MAT
GRADED STONE
FILTER FABRIC
4" GRAVEL SUBBASE
ISOLATION JOINT
FOUNDATION/FOOTER. SEE
STRUCTURAL.
VAPOR BARRIER
A
SECOND FLOOR
11' - 11"
8 7/8"
AE-611
AE-611
1"
PRECAST BELT COURSE
FACE BRICK
PRECAST SILL
WINDOW HEAD. SEGMENTED
FLAT ARCH. SEE DETAIL 11/AE611
MASONRY VENEER LEDGE
CONNECTION
(SEE STRUCTURAL)
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
EXTERIOR SECTION DETAILS
AE-505
64 250
-3
A E
-5
/1
/2
.p d f
SCALE: 6" = 1'-0"AE-505
1 RELIEVING ANGLE @ CONTINUOUS INSULATION
SCALE: 6" = 1'-0"AE-505
2 MASONRY BRICK STONE TRANSITION
SCALE: 6" = 1'-0"AE-505
3 MASONRY (BRICK) BASE FLASHING DETAIL @ GRADE W/ CONCRETE WALK
SCALE: 6" = 1'-0"AE-505
4 BRICK BASE FLASHING DETAIL @ GRADE
SCALE: 1 1/2" = 1'-0"AE-505
5 WALL SECTION - TYPICAL NEW - Callout 1
SCALE: 1 1/2" = 1'-0"AE-505
7 Detail 11
SCALE: 1 1/2" = 1'-0"AE-505
8 Detail 12
SCALE: 1 1/2" = 1'-0"AE-505
9 FOUNDATION DETAIL
SCALE: 1 1/2" = 1'-0"AE-505
6 Detail 10
59 of 2332/15/2023 59 of 233
ATTIC
35' - 8"
METAL COUNTERFLASHING
SINGLE PLY SEALING MASTIC
FASTEN COUNTER FLASHING
LAP ROOFING FELT OVER COUNTERFLASHING
SHINGLE ROOFING
SEE DETAIL 5/A550 BASE
SECUREMENT FOR NOTES
2x WOOD NAILER ATTACHED
TO SUBSTRATE
1 HR. FIRE RATED EXPANSION
JOINT
PREMANUFACTURED EXPANSION JOINT COVER
INSULATION
BLOCKING AS REQUIRED
AREA OF WALL TO WALL EXPANSION
JOINT
AREA OF STEP FLASHING AT EXISTING
ROOFING AND PARAPET WALL
4"
EXISTING STRUCTURE
TAPERED INSULATION TO DRAIN
BASE INSULATION R=30
5"
TURN EXPANSION JOINT COVER 90
DEGREE UP AT THE PARAPET WALL
METAL COVER CAP WITH CLEAT OVER
PARAPET COPING - COVER CAP TO
ALLOW EXPANSION JOINT MOVEMENT
METAL PARAPET COPING
AE-550
SIM.
EXISTING CORNICE MODIFIED AS
REQUIRED FOR NEW CONSTRUCTION.
SEE DETAIL 2/AE506
EXPANSION JOINT SHOULD NOT BE BENT TO FORM A
"GUTTER" ALONG THIS SIDE TRAPPING WATER
V .I.
F
1' -0
/4
NOTE:
BASE ON EXISING SHINGLE ROOFING LEVEL (V.I.F) THE ATTIC LEVEL MIGHT NEED COORDINATED WITH
ARCHITECT TO MAINTAIN MIN 8" PARAPET HEIGHT ON NEW ROOF
M
IN
8"
EXISTING STRUCTURE TO REMAIN
REMOVE EXISTING GUTTER TO EXTENT
REQUIRED BY NEW WORK. PROTECT
EXISTING GUTTER WHERE NOT
REMOVED.
REMOVE EXISTING DRAIN CUT
PIPE FLUSH AND CAP AND SEAL
ABANDONED IN PLACE.
REMOVE EXISTING STONE
CORNICE TO FACE OF BRICK.
PROTECT STONE BEYOND FOR
BEARING AND SILL PLATE
ATTACHMENT. PROVIDE
SMOOTH EXTERIOR SURFACE
FLUSH WITH FACE OF BRICK.
SECOND FLOOR
11' - 11"
REMOVE EXISTING STONE BELT
TO FACE OF BRICK. PROTECT
STONE BEYOND FOR BEARING
AND SILL PLATE ATTACHMENT.
PROVIDE SMOOTH EXTERIOR
SURFACE FLUSH WITH FACE OF
BRICK.
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
EXTERIOR SECTION DETAILS
AE-506
65 250
-3
A E
-5
/1
/2
.p d f
SCALE: 3" = 1'-0"AE-506
1 ROOF EXPANSION JOINT AT ROOF (SHINGLE EXTG) ROOF NEW CURB
SCALE: 3" = 1'-0"AE-506
2 ROOF CORNICE REMOVAL (PARTIAL)
SCALE: 3" = 1'-0"AE-506
3 STONE BELT REMOVAL (PARTIAL)
60 of 2332/15/2023 60 of 233
THIRD FLOOR
23' - 10"
JOINT
4"
EXISTING STRUCTURE
1 HR. FIRE RATED EXPANSION
JOINT
3-5/8" METAL STUD
5/8" GYP.
SEALANT
BASE AS SCHEDULED
FLOOR FINISH AS SCHEDULED
SEE RCP FOR DIMENSION
VARIES
T O
C E
IL
IN
G P
LA
N
S
V A
R
IE
S
R E
F E
R
PROVIDE METAL STUDS
TO SUPPORT GYPSUM
BOARD AND INSULATION
AT 1''-4" OC TYPICAL
OPERABLE PARTITION
PARTITION CAP TRACK
BY MANUFACTURER OF
OPERABLE PARTITION
THREADED ROD
SUPPORTS BY
OPERABLE PARTITION
MANUFACTURER
CEILING SYSTEM- REFER TO
ROOM FINISH SCHEDULE
STEEL ANGLE BRACING AS
REQUIRED TO RESISTS
LATERAL FORCES- SEAL AT
ALL PENETRATIONS OF
GYPSUM BOARD WITH
ACOUSTICAL SEALANT
STEEL BEAM SUPPORT
REFER TO STRUCTURAL
FOR MORE INFORMATION
CONTINUOUS ACOUSTICAL
SEALANT BOTH SIDES
BOTTOM OF
STRUCTURE ABOVE
S20S20
(WPR) WALL
PROTECTION
BACK-UP
SHEET
CORNER
GUARD (WCG)
WALL BLOCKING
WALL BLOCKING
(WPR) WALL
PROTECTION
CORNER
GUARD (WCG)
(WPR) WALL
PROTECTION
CORNER
GUARD (WCG)
WALL BLOCKING
ANGLE WALL (135
DEG)
END WALL
OUTSIDE CORNER (90
DEG)
WALL BLOCKING
DOOR
LEAF
(WPR) WALL
PROTECTION
CORNER GUARD AND CRASH, HAND, CHAIR RAIL DETAIL NOTES :
1. SEE PLANS FOR SPECIFIC CORNER GUARD AND WALL PROTECTION TYPES.
2. SHEET INTERIOR ELEVATIONS AND HANDRAIL/CRASHRAIL/BUMPER RAIL DETAIL FOR TYPICAL MOUNTING HEIGHTS.
3. SEE PLANS FOR PARTITION TYPES.
4. CORNER GUARD EXTEND FROM TOP OF WALL BASE TO 7' - 2" A.F.F., UNO
5. TYPES 1, 2 AND 3 ARE 90 DEGREE ANGLE TYPES. SEE ALSO PLANS AND MATERIAL ID CODES.
6. TYPES WITH A's ARE 45 DEGREE ANGLE TYPES.
7. TYPES WITH B's ARE 135 DEGREE ANGLE TYPES.
8. TYPES WITH C's ARE END WALL TYPES.
LINE OF DOOR
EDGE OR ADJ.
WALL PARTITION,
SEE FLOOR PLAN
(WPR) WALL
PROTECTION
WALL BLOCKING
HOLLOW METAL
FRAME WALL BLOCKING
(WPR) WALL
PROTECTION
DOOR
END
DOOR JAMB INSIDE
CORNER
2" 2"
2"
2"
2"
2" 2"
2" 2"
2" 2"
1"
GALV. SHT. MTL.
CORNER BACKING
1"
FASTENERS @ 32" OC W/ MTL SPACER
TO MATCH GYP BD THICKNESS FOR
POSITIVE FASTENING
CONT 20 GA METAL BACKING PLATE -
SCREW TO STUDS W/ (3) 1" TYPE S-12
PAN HEADSCREWS EACH STUD
5/8" GYP BD OVER 3 5/8" METAL STUDS
HANDRAIL - VINYL COVER
MOUNTING BRACKETS @ 32" OC
1/2" TYP FROM EDGE OF DR. FRAME
OR CORNER GUARD,OR
INTERSECTION OF WALL
SECTION
PLAN
4" M
A X
1 1/2" 1 1/2"
INPRO SERIES 900 W/ STAINLESS STEEL ENDS
STAINLESS STEEL MOUNTING BRACKET
3"
TOP OF RAILING HEIGHT TO AT 2'-10" A.F.F.
FACE OF WALL AT
SIMILAR CONDITION
SEE RCP FOR CEILING MATERIAL
EXP JT-2
EXP JT-2
BEYOND
JOINT WIDTH
SURFACE
EXPOSED
SECOND FLOOR
11' - 11"
EXISTING STRUCTURE
1 HR. FIRE RATED EXPANSION
JOINT
3-5/8" METAL STUD
5/8" GYP.
SEALANT
BASE AS SCHEDULED
FLOOR FINISH AS SCHEDULED
EXISTING STONE BELT MODIFIED
AS REQUIRED FOR NEW
CONSTRUCTION. SEE DETAIL
3/AE506
ALIGN STUD TO EDGE OF SLAB
4"
4"
1'-0 1/2"
FLOOR FINISH AS SPECIFIED
FLOOR AS INDICATED ON PLANS
ATTACHMENT ANCHORS
1 HR. FIRE RATED EXPANSION JOINT
ALUMINUM ATTACHMENT PLATE
CENTERING BAR
ALUMINUM COVER PLATE
FLAT HEAD MACHINE SCREW
GYP BD OVER METAL STUDS
TEXTURED HIGH IMPACT VINYL
SNAP-ON COVER
#8 X 1 1/2" SMS AT 16" OC TOP &
BOTTOM) W/ SPACERS
CONT ALUM RETAINER
CONT 6" 16 GA METAL BACKING
TRACK - SCREW TO STUDS W/ 3 - 1"
TYPE S-12 PAN HEAD SCREWS, EACH
STUD, SEE STRUCTURAL DWGS
SEE AE-400 FOR WALL GUARD HEIGHT
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
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123456789101112131415
/8
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Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR DETAILS
AE-511
66 250
-3
A E
-5
/1
/2
.p d f
SCALE: 3" = 1'-0"AE-511
1 FLOOR TO EXISTING WALL JOINT - THIRD FLOOR
SCALE: 1 1/2" = 1'-0"AE-511
8 OPERABLE PARTITION SOFFIT
SCALE: 1 1/2" = 1'-0"AE-511
4 WALL PROTECTION (WPR AND WCG) SETOUT DETAILS
SCALE: 3" = 1'-0"AE-511
5 HANDRAIL DETAIL
SCALE: 6" = 1'-0"AE-511
7 GYPSUM BOARD CEILING EXPANSION JOINT
SCALE: 3" = 1'-0"AE-511
2 FLOOR TO EXISTING WALL JOINT - SECOND FLOOR
SCALE: 3" = 1'-0"AE-511
3 INTERIOR FLOOR EXPANSION JOINT
SCALE: 6" = 1'-0"AE-511
6 WALL GUARD
61 of 2332/15/2023 61 of 233
C
B.9
7/
8"
8"
4" WALL EXPANSION JOINT
S4A
S4AO
S4O
S4O
S4O
S4AO
4"
1' -8
/2
LINE OF EXISTING SLAB
LINE OF NEW ADDITION SLAB
C
B.9
4" WALL EXPANSION JOINT
S4AO
S4A
S2AO
S2AO
S2AO
S2AO
RATED FLOOR EXPANSION JOINT
7/
8"
LINE OF EXISTING SLAB
LINE OF NEW ADDITION SLAB
1/
2"
S4AO
S4O
11 1/2"
C
B.9
7/
8"
S2AO
S2AO
S2AO
S2AO
S2AO
S4A
S4AO
RATED FLOOR EXPANSION JOINT
/8
/8 " 1
1/ 2"
10 1/4" 1'-5 1/4"
S4AO
4" WALL EXPANSION JOINT
LINE OF EXISTING SLAB
LINE OF NEW ADDITION SLAB
4" C
B.9
S2AO
S2AO
S2AO
S2AO
4" WALL EXPANSION JOINT
FIREPROOFING FOR FIRE
BARRIER CONSTRUCTION
EXISTING RATED
STAIR WALL
CONSTRUCTION. CUT
NEW DOOR OPENING.
DOOR FRAME
GROUTED SOLID TO
MAINTAIN RATING.
FIRE RATED VERTICAL
EXPANSION JOINT
11 1/2"
7/
8"
1/
2"
LINE OF NEW ADDITION SLAB
LINE OF EXISTING SLAB
4"
V
IF6"
C
B.9
4" WALL EXPANSION JOINT
FIREPROOFING FOR FIRE
BARRIER CONSTRUCTION
2S6H S2AO
S2AO
S2AO
FIRE RATED FLOOR
EXPANSION JOINT TIED
INTO VERTICAL
EXPANSION JOINT
FIRE RATED VERTICAL
EXPANSION JOINT
7/
8"
LINE OF EXISTING SLAB
LINE OF NEW ADDITION SLAB
V
IF6"
/4
"S2AO
FIRE EXTINGUISHER CABINET
1'-5 1/8"
10 7/8"
C
B.9
S2AO
S2AO
S2AO
2S6H
7/
8"
/2
4" WALL EXPANSION JOINT
FIREPROOFING FOR FIRE
BARRIER CONSTRUCTION
FIRE RATED FLOOR
EXPANSION JOINT TIED
INTO VERTICAL
EXPANSION JOINT
FIRE RATED VERTICAL
EXPANSION JOINT
LINE OF EXISTING SLAB
LINE OF NEW ADDITION SLAB
V
IF6"
4"
FIRE EXTINGUISHER CABINET
C
THIRD FLOOR
23' - 10"
B.9
CEILING EXPANSION JOINT
RATED FLOOR EXPANSION
JOINT
WALL EXPANSION JOINT,
BEYOND
GPBD BULKHEAD ON METAL
STUD
AE-511
AE-511
6"
EXISTING CONCRETE BEAM
TO REMAIN
WALL EXPANSION JOINT,
BEYOND
6"
R E
F E
R T
O R
C P
V A
R
IE
S
CEILING SYSTEM - REFER
TO ROOM FINISH SCHEDULE
CEILING SYSTEM - REFER
TO ROOM FINISH SCHEDULE
4"
4"
B
A.9
FIRE RATED FLOOR EXPANSION JOINT
TIED INTO VERTICAL EXPANSION JOINT AT
SECOND AND THIRD FLOOR
FIRE RATED VERTICAL
EXPANSION JOINT
SLAB EDGE
S4AO
2S6H
2S6H
4 3/4"
4"
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
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123456789101112131415
/8
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/8
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/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR DETAILS
AE-512
67 250
-3
A E
-5
/1
/2
.p d f
SCALE: 1 1/2" = 1'-0"AE-512
2 FIRST FLOOR PLAN - Callout 2
SCALE: 1 1/2" = 1'-0"AE-512
4 SECOND FLOOR PLAN - Callout 2
SCALE: 1 1/2" = 1'-0"AE-512
6 THIRD FLOOR PLAN - Callout 2
SCALE: 1 1/2" = 1'-0"AE-512
1 FIRST LEVEL ELEVATOR PLAN - Callout 1
SCALE: 1 1/2" = 1'-0"AE-512
3 SECOND LEVEL ELEVATOR PLAN - Callout 1
SCALE: 1 1/2" = 1'-0"AE-512
5 THIRD LEVEL ELEVATOR PLAN - Callout 1
SCALE: 1 1/2" = 1'-0"AE-512
7 SECTION AT FLOOR EXPANSION JOINT
SCALE: 1 1/2" = 1'-0"AE-512
8 FIRST,SECOND, THIRD FLOOR CLOSURE AT ELEVATOR
62 of 2332/15/2023 62 of 233
7.6
2'-0 1/2" 4'-3 1/2" 4"
1' -0
1'
-5
/2
S2AO
S2AO
NX
AE-501
FACE BRICK
2" AIR SPACE
3" THERMAL MINERAL
WOOL INSULATION
WEATHER BARRIER
5/8" EXTERIOR GYPSUM
SHEATHING
2" CLOSED CELL SPRAY
FOAM INSULATION
6" CFM FRAMING
AE-611
S2AO
5/8" INTERIOR GYPSUM
WALL BOARD
2 1/2" INTERIOR STUDS
CORNER GUARD
A
6.4
FACE BRICK
2" AIR SPACE
3" THERMAL MINERAL
WOOL INSULATION
WEATHER BARRIER
5/8" EXTERIOR GYPSUM
SHEATHING
2" CLOSED CELL SPRAY
FOAM INSULATION
6" CFM FRAMING 5/8" INTERIOR GYPSUM
WALL BOARD
2 1/2" INTERIOR STUDS
CORNER GUARDS
1'-9"
S2AO
S2AO
1'
-0
AE-611
10 1/2" 10 1/2"
1' -5
/2
A
5 5.2
1'-0 1/2" 2'-3 1/2"
3'-4"
2' -4
AE-611
AE-611
FACE BRICK
2" AIR SPACE
3" THERMAL MINERAL
WOOL INSULATION
WEATHER BARRIER
5/8" EXTERIOR GYPSUM
SHEATHING
2" CLOSED CELL SPRAY
FOAM INSULATION
6" CFM FRAMING
5/8" INTERIOR GYPSUM
WALL BOARD
2 1/2" INTERIOR STUDS
CORNER GUARD
/2
1' -5
/2
1'-8 1/2"
S2AO
S2AO
76.4
A.8
A.9
7'-9 3/4" 3'-6" 1 5/8"
4"4"
3/
8" 2'
-1
1/ 4"
1'-6" MIN.
S4A
S4A S4A
S1O
S2AO
S2AO
S4A
S4A
1' -0
FOLDING PARTITION
6x
TO CENTERLINE OF FOLDING PARTITION TRACK
1'-11 1/8"
7/
8"
10"
2' -2
/8
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR DETAILS
AE-513
68 250
-3
A E
-5
/2
/2
.p d f
SCALE: 1 1/2" = 1'-0"AE-513
1 FIRST FLOOR PLAN - Callout 1
SCALE: 1 1/2" = 1'-0"AE-513
2 FIRST FLOOR PLAN - Callout 3
SCALE: 1 1/2" = 1'-0"AE-513
3 FIRST FLOOR PLAN - Callout 4
SCALE: 1 1/2" = 1'-0"AE-513
4 FIRST FLOOR PLAN - FOLDING PARTITION POCKET
63 of 2332/15/2023 63 of 233
C
(2) LAYER 5/8" TYPE
X GYPBD
1" SHAFT LINER
J RUNNER
EXISTING WALL
PARTITION TO REMAIN
2S4H
2S4H
S2AO
S2AO
S2AO
EXISTING CONCRETE
COLUMN
1" SHAFT LINER
(2) LAYER 5/8" TYPE
X GYPBD
SEALANT
C
SEALANT
J RUNNER
( 2) LAYER 5/8" TYPE X GYPBD
1" SHAFT LINER
EXISTING CONCRETE COLUMN
S2AO
2S4H
2S4H
D
2S4H
2S4H
EXISTING CONCRETE COLUMN
(2) LAYER 5/8" TYPE X GYPBD
1" SHAFT LINER
J RUNNER
EXISTING WALL
PARTITION TO REMAIN
CORNER GUARD
D
2S4H
2S4H
(2) LAYER 5/8"
TYPE X GYPBD
J RUNNER
SEALANT
1" SHAFT LINER
EXISTING CONCRETE
COLUMN
EXISTING WALL
PARTITION TO REMAIN
C
2S4H 2S4H
1" SHAFT LINER (2) LAYER 5/8"
TYPE X GYPBD
J RUNNER
EXISTING CONCRETE COLUMN
EXISTING WALL PARTITION
TO REMAIN
C
S6EO
2S4H 2S4H
J RUNNER
1" SHAFT LINER
(2) LAYER 5/8" TYPE X GYPBD
EXISTING CONCRETE COLUMN
EXISTING WALL PARTITION TO REMAIN
D
(2) LAYER 5/8"
TYPE X GYPBD
1" SHAFT LINER
J RUNNER
2S4H
2S4H
EXISTING CONCRETE COLUMN
EXISTING WALL
PARTITION TO REMAIN
CORNER GUARD
FIRE EXTINGUISHER
CABINET
C
(2) LAYER 5/8" TYPE X GYPBD
1" SHAFT LINER
J RUNNER
EXISTING CONCRETE COLUMN
EXISTING WALL
PARTITION TO REMAIN
2S4H 2S4H
C
J RUNNER
(2) LAYER 5/8" TYPE X GYPBD
1" SHAFT LINER
EXISTING CONCRETE COLUMN
S6AO
2S4H
2S4H
EXISTING WALL PARTITION TO REMAIN
D
(2) LAYER 5/8" TYPE X GYPBD
1" SHAFT LINER
J RUNNER
SEALANT EXISTING CONCRETE
COLUMN
EXISTING WALL
PARTITION TO REMAIN
2S4H
2S4H
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
Project Title:
Project Location:
Issue Date
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:
Revisions: Date:
CONSULTANT:
23456789101112131415
B
C
D
E
F
G
H
I
J
123456789101112131415
/8
/4
/8
/2
/4
-1
/2
Drawing of
Architect:
CB DESIGN GROUP, INC.
421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213
TOMAH VAMC
TOMAH, WISCONSIN
DECEMBER 15, 2022
676-325
AuthorChecker
EXPAND AND RENOVATE
B404 FOR OUTPATIENT
MENTAL HEALTH
BID SET
INTERIOR DETAILS
AE-514
69 250
-3
A E
-5
/2
/2
.p d f
SCALE: 1 1/2" = 1'-0"AE-514
1 FAMILY TOILET 10444 - ENLARGED PLAN - Callout 1
SCALE: 1 1/2" = 1'-0"AE-514
2 FAMILY TOILET 10444 - ENLARGED PLAN - Callout 2
SCALE: 1 1/2" = 1'-0"AE-514
4 HVAC 20442 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
3 HVAC 20442 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
6 HVAC 20442 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
5 HVAC 20442 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
8 HVAC 30446 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
10 HVAC 30446 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
9 HVAC 30446 - ENLARGED PLAN
SCALE: 1 1/2" = 1'-0"AE-514
7 HVAC 30446 - ENLARGED PLAN
64 of 2332/15/2023 64 of 233
V
R
IE
E
E R
C P
LINEAR DIFFUSER, SEE
MECH DWGS
SCHEDULED CEILING
DIAGONAL STUD BRACING AT
48" OC, TYPICAL
ATTACH METAL STUDS TO
UNDERSIDE OF OVERHEAD
STRUCTURE
8' -0
LINEAR DIFFUSER, SEE
MECH DWGS
3 5/8" METAL STUD
8"
S4O
4 7/8"
ALIGN
SCHEDULED CEILING
S4O
ALIGN
8' -0
LINEAR DIFFUSER, SEE
MECH
SCHEDULED CEILING
COORDINATE NEW AND EXISTING
FURRING LOCATIONS WITH FLOOR
PLANS.
A R C H I T E C T S E N G I N E E R S
CB
Drawing Number:
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