36C24419R0047-060.pdf
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36C24419R0047 503-314 Expand for Specialty Care on 3rd Floor Drawings_Part2.pdf
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Text version
MEN'S
A349
WOMEN'S
A350
30" x 48" SPACE
REQUIRED TO ENTER
AND CLOSE DOOR
14bs
4bs
1-3-159
1-3-15
8 1 /2"
3 1 /8"
5'- 7 1
/4" 4 7
/8" 5'-
5 3 /8"
3 1 /8"
4 1 /2"
9'-4 5/8"
1'-6" 5'-5 1/8"
1'-6" 6'-1"
4 7 /8"
4 7 /8"
4'-0"
4bs
4bs
7 5 /8"
5/
8"
3 1/8"
3 1/8"
4'-0"
5 3 /8"
9 1 /8"8'-4 3/4" 11 3/4"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
3'-6" 6"
1'- 5"1'- 7"
10 28 00 B1
10 28 00 A3
22 40 00.A1
09 30 13.A3
09 30 13.A2
10 28 00 A5
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
1'- 5"
6" 3'-0"
4'- 0"
3'- 4"
3'- 0"
10 28 00 B4
10 28 00 B6
10 28 00 B9
22 40 00.A1
22 40 00.A6
10 28 00 A2
2'-0"
3'- 0"
09 30 13.A3
09 30 13.A2
09 30 13.A3
2'-
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 4"
3'- 0"
4'- 0"
3'- 0"
1'- 5"
3'-0" 6"
2'- 0"
10 28 00 B4
10 28 00 B10
22 40 00.A1
10 28 00 B6
22 40 00.A6
10 28 00 B9
10 28 00 A2
3'- 0"
2'-0"
09 30 13.A3
09 30 13.A2
09 30 13.A3
2'-
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6" 3'-6"
1'- 5"
3'- 0"
1'- 7"2'-
0"
10 28 00 B122 40 00.A1
10 28 00 A3 10 28 00 B10
09 30 13.A2
09 30 13.A3
10 28 00 A5
1-3-1
30" x 48" SPACE REQUIRED
TO ENTER AND CLOSE DOOR
MEN'S
A338
WOMEN'S
A337
4 7 /8"
8'-
1/ 2"
4 7 /8"
4 7/8" 5'-9 1/4" 3 1/8" 1'-1" 3 1/8" 5'-9 1/4" 4 7/8"
6'-7 5/8"
3 1/8" 2" 3 1/8"
6'-2 3/4"
4 7/8"
4'- 0"
5'- 8"
1'- 6"
5 1/2" 5 1/2"
2 1
338 337
1-3-15
1-3-15
73 1 /8"
4'-
1/ 2"
4'-9"
ADA CLEARANCES - TYP.
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'-6" 6"
3'- 0"
1'- 5"
10 28 00 A3
22 40 00.A1
1'- 7"
10 28 00 B1
3'-
" T O
TO
P
OF
B
UL
LN
OS
E
SE
E
FI
NI
SH
S
CH
ED
UL
E
3" T
YP
IC
AL
SE
E
FI
NI
SH
S
CH
ED
UL
E
3'- 8"
T
YP
IC
AL
09 30 13.A3
09 30 13.A2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6" 3'-0"
3'- 0"
1'- 5"
4'- 0"
3'- 4"
3'- 0"
10 28 00 B4
10 28 00 B9
10 28 00 B6
22 40 00.A6
22 40 00.A1
10 28 00 A2
3'- 0"
2'-0"
09 30 13.A3
09 30 13.A2
09 30 13.A3
2'-
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
10 28 00 B7
09 30 13.A3
09 30 13.A2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
10 28 00 B7
09 30 13.A3
09 30 13.A2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0" 3'-
4" 4'- 0"
3'- 0"
3'-0"
1'- 5"
10 28 00 B9
10 28 00 B6
10 28 00 B4
22 40 00.A1
22 40 00.A6
10 28 00 A2
2'-0"
3'- 0"
09 30 13.A2
09 30 13.A3
09 30 13.A3
2'-
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
1'- 5"
6" 3'-6" 10 28 00 A3
22 40 00.A1
1'- 7"2'-
0"
10 28 00 B10
10 28 00 B1
09 30 13.A2 09 30 13.A3
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
10 28 00 B7
09 30 13.A3
09 30 13.A2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
10 28 00 B7
09 30 13.A3
09 30 13.A2
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
ENLARGED PLANS &
RESTROOM ELEVATIONS
EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-15
503-314
SCALE: 1/2" = 1'-0"1-3-15
8 MEN'S 349 AND WOMEN'S 350
SCALE: 1/2" = 1'-0"1-3-15
9 WEST ELEV. - MEN'S 349
SCALE: 1/2" = 1'-0"1-3-15
10 NORTH ELEV. - MEN'S 349
SCALE: 1/2" = 1'-0"1-3-15
13 SOUTH ELEV. - WOMEN'S 350
SCALE: 1/2" = 1'-0"1-3-15
14 WEST ELEV. - WOMEN'S 350
SCALE: 1/2" = 1'-0"1-3-15
1 WOMEN'S 337 AND MEN'S 338
SCALE: 1/2" = 1'-0"1-3-15
2 NORTH ELEV. - MEN'S 338
SCALE: 1/2" = 1'-0"1-3-15
3 EAST ELEV. - MEN'S 338
SCALE: 1/2" = 1'-0"1-3-15
4 SOUTH ELEV. - MEN'S 338
SCALE: 1/2" = 1'-0"1-3-15
5 SOUTH ELEV. - WOMEN'S 337
SCALE: 1/2" = 1'-0"1-3-15
6 WEST ELEV. - WOMEN'S 337
SCALE: 1/2" = 1'-0"1-3-15
7 NORTH ELEV. - WOMEN'S 337
SCALE: 1/2" = 1'-0"1-3-15
11 EAST ELEV. - MEN'S 349
SCALE: 1/2" = 1'-0"1-3-15
12 EAST ELEV. - WOMEN'S 350
SCALE: 1/2" = 1'-0"
1'-0" 2'-0"0 4'-0"
CONSTRUCTION KEYNOTES
No NOTES
09 30 13.A2 CERAMIC TILE - WALL - SEE FINISH SCHEDULE
09 30 13.A3 BULLNOSE TILE - WALL - SEE FINISH SCHEDULE
10 28 00 A2 GRAB BARS - 1.5" DIA 36" LONG
10 28 00 A3 GRAB BARS - 1.5" DIA 42" LONG
10 28 00 A5 NURSE CALL PULL STATION
10 28 00 B1 TOILET PAPER DISPENSER - DOUBLE ROLL
10 28 00 B4 PAPER TOWEL DISPENSER - WALL MOUNTED
10 28 00 B6 SOAP/SANITIZER DISPENSER - WALL MOUNTED
10 28 00 B7 STAINLESS STEEL WALL MOUNTED MOP HOLDER
10 28 00 B9 MIRROR - WALL MOUNTED
10 28 00 B10 SANITARY NAPKIN DISPOSAL - WALL MOUNTED
22 40 00.A1 TOILET - WALL MOUNTED FLUSH VALVE - SEE PLUMBING DRAWINGS
22 40 00.A6 SINK - WALL MOUNTED 19" X 17" - SEE PLUMBING DRAWINGS
PLAN NORTH
TRUE NORTH
NOTE:
1. TOILET PAPER AND PAPER TOWEL
DISPENSERS ARE V.V.
2. CONTRACTOR TO PROVIDE BLOCKING
FOR ALL WALL MOUNTED BATHROOM
ACCESSORIES. SEE DETAIL 10 ON SHEET
1-3-18.
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
12 32 00.C3
SEE SHEET 1/3/2
FOR LOCATION AND
ORIENTATION AT
EACH ROOM NOTED
2'- 6"
2'-
1/ 2"
2'- 6 1
/2"
8'- 0"
9'-6"
1'-6" 2'-0" 2'-0" 2'-0" 2'-0" FILLER
3'- 6"
1'-
1/ 2"
2'- 6 1
/2"
1'-0" 2'-6" 1'-6" 1'-6" 3'-0" FILLER
9'-7 1/4"
12 32 00.B2
22 40 00.A8
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
12 32 00.C3
SEE SHEET 1/3/2
FOR LOCATION AND
ORIENTATION AT
EACH ROOM NOTED
2'-0" 2'-0" 2'-0"
3'- 6"
1'-
1/ 2"
2'- 6 1
/2"
2'-
1/ 2"
2'- 6"
6 3 /4"
2'-0" 1'-3" 2'-6 1/2"FILLER
12 36 00.A2
12 32 00.B5
12 32 00.B2
22 40 00.A7
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
2'-6"3'-0"
2'- 6"
1'- 6"
3'- 0"
7'- 0"
4" 1'-
6" 1'-
0"
12 32 00.C2
12 36 00.A2
12 32 00.B2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
10'-6"
2'-6" 2'-6" 2'-6" 2'-0" 1'-0"
1'- 6"
3'- 0"
4"
2'-6" 2'-6" 2'-6" 3'-0"
1"
12 32 00.B7 12 32 00.B2
12 32 00.B5
12 32 00.B2
12 32 00.C212 32 00.C2
12 36 00.A2
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
2'-0" 1'-0"
2'-0" 1'-0" 2'-0"
3'- 6"
1'-
1/ 2"
2'- 6 1
/2"
5'-2"
FILLER
12 32 00.C3
12 36 00.A2
22 40 00.A7
12 32 00.B5
12 32 00.B2 12 32 00.B1
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
1'-
1/ 2"
2'-
1/ 2"
2'- 6 1
/2" 2'-
6"
2'-0" 1'-0" 2'-0"
1'-0" 2'-0"
5'-1"
1'-10" FILLER
E0906
12 32 00.C3
12 32 00.B5
12 32 00.B2
12 36 00.A2
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
Exist 3rd 1162'-6 3/4"
2'- 6"
2'- 0"
2'- 6"
7'- 0"
3'-0" 7 3/4"
1'-6" 1'-6" 7 3/4"
12 32 00.C2
12 32 00.B712 32 00.B7
12 36 00.A2
Exist 3rd 1162'-6 3/4"
2'- 6"
2'- 0"
2'- 6"
3'-0" 2'-0" 3'-0" FILLER
3'-10" 2'-0" 3'-0" 3'-0" FILLER
7'- 0"
12 32 00.C2
12 36 00.A2
12 32 00.B2
Exist 3rd 1162'-6 3/4"
2'- 6"
1'-6" 4'-6" 2'-0"
2'- 6"
4'- 6"
7'- 0"
EXISTING
WINDOWS
12 36 00.A2
12 32 00.B2 12 32 00.B7
12 32 00.C2
Exist 3rd 1162'-6 3/4"
FILLER3'-0"3'-0"1'-0"3'-0"3'-0"FILLER
2'- 6"
2'- 0"
2'- 6"
7'- 0"
2'-6"2'-6"3'-10"1'-6"FILLER
12 32 00.C2
12 36 00.A2 12 32 00.B212 32 00.B7
Exist 3rd 1162'-6 3/4"
2'-0"
2'- 6"
2'- 0"
2'- 6"
7'- 0"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
12 65 20.A1
12 65 20.A2
9'- 0"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
12 65 20.A1
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
REMOVE KEY LOCK FROM
SECOND FLOOR AND
INSTALL ON 3RD FLOOR
NOTE: CONTRACTOR
TO PATCH HOLE
FROM REMOVED KEY
LOCK ON 2ND FLOOR.
1-3-1
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
2'-10 1/2"
3'-
1/ 4"
3'- 2"
1'-4"NEW SLIDING
WINDOW TO
MATCH
EXISTING
NEW
COUNTER
TO MATCH
EXISTING
EXISTING
WINDOW
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
7'- 0"
M0750
M0755
23 05 11.A3
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
INTERIOR ELEVATIONS EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-16
503-314
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK CONFIGURATION - ROOMS
317, 324-329, 331 & 332
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK CONFIGURATION - ROOMS
313, 314, 315 & 340
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - BREAK ROOM 334
NORTH
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - BREAK ROOM 334 -
EAST
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK CONFIGURATION - ROOMS
306, 308, 309, 341, 342 & 343
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK CONFIGURATION - ROOM
SCALE: 1/2" = 1'-0"
1'-0" 2'-0"0 4'-0"
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - WEST A - CLERICAL
STAFF E300A
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - NORTH - CLERICAL
STAFF E300A
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - EAST - CLERICAL
STAFF E300A
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - SOUTH - CLERICAL
STAFF E300A
SCALE: 1/2" = 1'-0"1-3-16
CASEWORK ELEV. - WEST B - CLERICAL
STAFF E300A
SCALE: 1/2" = 1'-0"1-3-16
SOUTH ELEV. - WORK STATION AREA 2
A330
SCALE: 1/2" = 1'-0"1-3-16
EAST ELEV. - WORK STATION AREA 2
A330
CONSTRUCTION KEYNOTES
No NOTES
12 32 00.B1 BASE CABINET FILLER
12 32 00.B2 BASE CABINET
12 32 00.B5 BASE CABINET - SINK
12 32 00.B7 BASE CABINET - DRAWER
12 32 00.C2 WALL CABINET
12 32 00.C3 WALL CABINET - ANGLED TOP
12 36 00.A2 COUNTERTOP - SOLID SURFACE
12 65 20.A1 FABRIC COVERED PANEL BY DEMOUNTABLE WALL
MANUFACTURER - FABRIC TO MATCH WORK STATION PANEL
12 65 20.A2 DOORS SUPPLIED BY DEMOUNTABLE WALL MANUFACTURER
- SEE SHEET 1-3-2 FOR DOOR LOCATIONS
22 40 00.A7 SINK - BASIN TYPE - SEE PLUMBING DRAWINGS
22 40 00.A8 SINK - KITCHEN - DOUBLE - SEE PLUMBING DRAWINGS
23 05 11.A3 EXHAUST VENT - SEE MECHANICAL DRAWINGS
NOTES:
1. DEMOUNTABLE WALL MANUFACTURER TO SUBMIT
SHOP DRAWINGS AND SAMPLE FOR APPROVAL.
2. SEE THIRD FLOOR FURNITURE AND EQUIPMENT
SHEET FOR LIST OF EQUIPMENT ITEMS
3. CONTRACTOR TO COORDINATE AND PROVIDE ALL
BLOCKING NECESSARY FOR ALL CABINETRY AND
MILLWORK.
SCALE: 1/2" = 1'-0"1-3-16
14 LOBBY ELEVATION
SCALE: 1/2" = 1'-0"1-3-16
15 NEW MSA WINDOW - ELEVATION
SCALE: 1/2" = 1'-0"1-3-16
16 EAST ELEV. - TREATMENT ROOM A343
F2310
A5076 F2300
F2000
WAITING
A302
303 304
WAITING
A302
4'-2" TO CENTER OF SCREEN
F2000
M0506
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
F0210F0206
F3200
WAITING
A302
EQEQ
CORRIDOR
A301B
M0506
A5075 A5080
K1552
K4665
F2020
R7250
F.E.C.
SHARED BREAK/ LKR
A334
8'-6"
M0515
SHARED BREAK/ LKR
A334
K8250
R7250
F2020
A1080 A1030
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
A5145
A1030
F0795
F0225
F3065
SHARED BREAK/ LKR
A334
A1017
F3200
F3065
F0795
F0225
A1030 SHARED BREAK/ LKR
A334 i01
A5145
M0410
F0220 F0755
M1875
M0512
EQ EQ
SHARED CONFERENCE
A335
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6'- 6"
T O
CE
NT
ER
O
F
SC
RE
EN
EQEQ
SHARED CONFERENCE
A335
M0512
M1801A
F3200 M0512
F2000
EQ EQ
ED
G
E O
F
DO
O R
LINES REPRESENT
PROJECTION OF
DOOR OPENED
SHARED CONFERENCE
A335
EQEQ
M1875
SHARED CONFERENCE
A335 i02
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
C
6'- 6"
T O
CE
NT
ER
O
F
SC
RE
EN
6'-6" 6'-6"
M0506M0506
STATIONARY BIKES SHOWN ARE
FOR REFERENCE ONLY, ACTUAL
EQUIPMENT MAY VARY.
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
INTERIOR ELEVATIONS EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-17
503-314
SCALE: 1/2" = 1'-0"1-3-17
1 WAITING A302 - NORTH ELEV.
SCALE: 1/2" = 1'-0"1-3-17
2 WAITING A302 - EAST ELEV.
SCALE: 1/2" = 1'-0"1-3-17
3 WAITING A302 - SOUTH ELEV.
SCALE: 1/2" = 1'-0"1-3-17
4 CORRIDOR A301B - SOUTH ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED BREAK/ LKR A334 - WEST
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED BREAK/ LKR A334 - NORTH
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED BREAK/ LKR A334 - EAST
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED BREAK/ LKR A334 - SOUTH
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED CONFERENCE A335 - WEST
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED CONFERENCE A335 - NORTH
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED CONFERENCE A335 - EAST
ELEV.
SCALE: 1/2" = 1'-0"1-3-17
SHARED CONFERENCE A335 - SOUTH
ELEV.
NOTES:
1. SEE THIRD FLOOR FURNITURE AND EQUIPMENT
SHEET FOR LIST OF EQUIPMENT ITEMS
2. CONTRACTOR TO COORDINATE AND PROVIDE
ALL BLOCKING NECESSARY FOR ALL
CABINETRY, MILLWORK, WALL MOUNTED
EQUIPMENT AND RAILS.
SCALE: 1/2" = 1'-0"1-3-17
NORTH ELEV. - PULMONARY REHAB
AREA - A340
SCALE: 1/2" = 1'-0"
1'-0" 2'-0"0 4'-0"
EQUIPMENT SCHEDULE
EQUIP.
NO. EQUIPMENT COMMENT
A1011 Specialty Equipment V.V A1015 Specialty Equipment V.V.
A1017 Specialty Equipment V.V.
A1030 10 - Locker, 2 Person, Over Under - A1030 V.V.
A1066 Specialty Equipment V.C.
A1080 10 - Mirror C.C.
A1132 Specialty Equipment V.C.
A5075 Soap and Sanitizer Dispenser V.C.
A5076 10 - Dispenser, Hand Sanitizer, Free Standing - A5076 V.V.
A5080 10 - Surface Mounted Automatic Paper Towel Dispenser V.V.
A5080A SS Paper Towel Dispenser - Wall Mounted V.V.
A5108 A5108 - Sharps Container with 3 Glove Boxes V.C.
A5145 A5145 - Hook, Garment, Double C.C.
A5195 10 - Toilet Tissue - 2 Rolls V.V.
E0906 E0906 - Locker, Supply, General, Wall Mtd, 23W x 20D V.V.
E0912 E0912 - Locker, Supply, Med Surg, Wall Mtd V.V.
E0945 E0945 - Cart, Computer, Mobile V.V.
E0948 E0948 - Cart, General Storage, Mobile 42x32x22 V.V.
E0954 E0954 - Cart, Emergency, Mobile, 66H x 52W x 22D V.V.
E0982 E0982 - Cart Wire Shelving - 36" x 18" V.V F0205 F0205 - Side Chair with Arms V.V.
F0206 12 - Chair, Side, Bariatric, With Arms - F0206 V.V.
F0220 12 - Chair, Conference - F0220 V.V.
F0225 F0225 - Chair, Dining Room V.V.
F0795 F0795 - Table, Dining V.V.
F2000 F2000 - Basket, Wastepaper V.V.
F2010 F2010 - Basket, Waste Paper, Step-On V.V.
F2017 F2017 - Waste Receptacle, 24 GAL V.V.
F2020 F2020 - Can, Trash, 44 Gallon V.V.
F2300 F2300 - Rack, Magazine, Wall Mounted V.V F2310 F2310 - Rack, Pamphlet, Wall Mounted V.V.
F3065 F3065 - WhiteboardBulletin Board, Combination C.C.
F3200 F3200 - 12" Dia. Clock - Wall Mounted V.V.
K1552 K1552 - Brewer, Coffee, Auto, Elect, 3 Burner, Front-Back V.V.
K4665 K4665 - Oven, Microwave, Consumer V.V.
K8250 11 - Toaster, Pop-Up, 4 Slice, Electric - K8250 V.V.
KC001 KC001 - Check-In Kiosk V.V M0410 10 - Screen, Projection, 70x70 - M0410 C.C.
M0506 11 - Television, Flat Screen - M0506 V.V.
M0512 TV_-_Phillips_-_LCD_Flatscreen_13167 V.V.
M0515 TV_-_Phillips_-_LCD_Flatscreen_13167 V.V.
M602N M602N - HP PRINTER V.V.
M0715 M0715 - Pulmonary Function Analyzer, Portable V.V.
M0750 M0750 - Flowmeter, Air, Connect W50 PSI Supply C.C.
M0755 M0755 - Flowmeter, Oxygen, Low Flow C.C.
M1801 M1801 - Single Computer Workstation - Wall Mounted V.V.
M1801A M1802 - Work Station, Computer, Retractable, Wall
Mounted V.V.
M1875 10 - BOARD - COPY - ELECTRONIC FACSIMILE M1875 V.V.
M3070 M3070 - Hamper, Linen, Mobile, w-Lid V.V.
M4020 M4020 - Scale, Person Weighing, High Capacity V.V.
M4116 M4116 - Monitor, Vital Signs, On Mobile Stand V.V.
M5025 M5025 - Table, Instrument, Ophthalmic, Adjustable V.V.
M5530 M5530 - Lamp, Slit, w-Applanation Tonometer V.V.
M5545 M5545 - Ophthalmometer-Keratometer V.V.
M5575 M5575 - Tonometer, Noncontact V.V.
M5600 M5600 - Unit, Exam, Eye, w-Motor Chair, Phoropter V.V.
M5707 M5705 - Gauge, Distance, Pupillary V.V.
M7008 M7008 - Table - Soundpro V.V.
M7710 M7710 - Electrocardiograph, 12 Lead, Portable w-no cart V.V.
M8185 M8185 - System, Stress Exercise, w-Treadmill V.V.
M9025 Exam Table Midmark V.V.
R6200A R6200 - Refrigerator, U-C or F-S, 5 Cu Ft V.V.
R7250 11 - Refrigerator-Freezer, 20 Cubic Feet - R7250 V.V.
X2105 X2105 - Scanner, Ultrasound, Cardiac (Echo) V.V.
WAITING ROOM ARM CHAIR F0210
F0755 CONFERENCE ROOM TABLE
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
E
1.2
09 29 00.B1
09 22 16.B2
07 21 13.B5
09 29 00.C1 09 22 16.B3
07 21 13.B2
07 81 00.A1 05 12 00.A3
1'-0" 1'-0" 2'-0"
09 29 00.C1
08 41 13.B2 08 41 13.B2
04 20 00.A1
AS
09 29 00.A1
4bs
1'- 4 1
/2"
10 7/8"2'-7 5/8"
06 10 00.G8
05 40 00.B7
07 21 13.B4
05 12 00.A4
07 21 13.C1
07 21 13.C2
05 40 00.B8 05 40 00.B8
C
1'-0" 1'-0" 2'-0"
8 3 /8"
1'- 4 1
/2"
8 3/4" 09 29 00.B1 09 22 16.B2 07 21 13.B5
05 12 00.A3 07 81 00.A1
09 29 00.B1
08 41 13.B2
08 41 13.B2
04 20 00.A1
AS
09 29 00.A1
05 40 00.B7
07 21 13.B4
06 10 00.G806 10 00.G8
05 12 00.A4
07 21 13.C2
07 21 13.C1
05 40 00.B805 40 00.B8
F
F
G
1'-0" 1'-0" 2'-0"
9 1/8" 9 1/8"
1'- 4 1
/2"
09 29 00.B1
09 22 16.B2
07 21 13.B5
09 29 00.B1
05 40 00.B7 07 21 13.B4
07 81 00.A1
05 12 00.A3
04 20 00.A1
AS
09 29 00.A1
08 41 13.B2 08 41 13.B2
06 10 00.G8
07 21 13.C2
07 21 13.C107 21 13.C1
05 40 00.B8 05 40 00.B8
1-3-18
F F
K
1'-4 1/2"
1'- 4 1
/2"
8 1/4"
9 1 /8"
09 29 00.B1 09 22 16.B2
07 21 13.B5
04 20 00.A1
AS
09 29 00.A1
05 40 00.B7
07 21 13.B4
07 81 00.A1
05 12 00.A3 09 29 00.B1
04 20 00.A1
AS
09 29 00.A1 05 40 00.B7 07 21 13.B4
06 10 00.G8
07 21 13.C2
07 21 13.C107 21 13.C1
08 41 13.B2
08 41 13.B2
F
F
K
1-B-3-R-12
1.3
1'-4 1/2"
08 11 13.A2
09 29 00.B1
09 29 00.B1
05 40 00.B7
07 21 13.B4
10 26 00.A1
10 44 13.A1
04 20 00.A1
AS
09 29 00.A1
08 41 13.B2 09 29 00.B1
05 12 00.A3
04 20 00.B3
04 20 00.B2
07 21 13.A4
AS
04 20 00.A1
7 1 /8"
7/
8"
09 22 16.B3
07 21 13.B6
06 10 00.G8
07 21 13.C2
07 21 13.C1
K
04 20 00.A1
04 20 00.A1
AS
09 29 00.A1
05 40 00.B7
07 21 13.B4
09 29 00.B1
09 29 00.A1
AS
06 10 00.G8
1'- 4 1
/2"
07 81 00.A1
05 12 00.A3
05 12 00.A4
09 22 16.B2
07 21 13.B5
08 41 13.B2
06 10 00.G6
07 60 00.A19
07 92 00.A3
22 40 00.A8
12 36 00.A2
12 32 00.C2
09 29 00.B1
07 21 13.C2
07 21 13.C1
07 21 13.C2
08 41 13.B2
F
A
9.4
Y
BB
07 40 00.A1
05 12 00.A11
09 29 00.C1
09 22 16.B2
05 40 00.B7
07 21 13.B5
09 29 00.C1
EXISTING STAIRWELL
07 40 00.A4
05 40 00.B4
GENERAL NOTES:
1. CONTRACTOR TO CONFIRM SIZE AND LOCATION OF
EXISTING STRUCTURAL STEEL PRIOR TO DRILLING
THROUGH EXISTING FLOOR SLAB.
2. CONTRACTOR TO MODIFY ENCLOSURE FRAMING TO
ACCOMMODATE FIRE PROOFING AS NEEDED.
3. SPRAY ON FIRE PROOFING FOR ALL STEEL COLUMNS
TO CONFORM TO UL DESIGN NO. X723, A MINIMUM
THICKNESS OF 1 3/8" IS NEEDED FOR THE 2 HOUR RATING
REQUIRED.
CRASH RAIL AS SPECIFIED
CONT. WOOD BLOCKING AS REQ'D.
1 1/2" WIDE ALUM. CLIP
@ 16" O.C. MAX
FASTENERS @ 16" O.C. MAX
CONT. RETAINER
CONT. FLEXIBLE CUSHION
1 1/4"
8"
1'- 0"
A
FF
BASE - SEE SCHEDULE
1 1/2" 1 1/2"
6 1 /4"
2'-
" A
FF
HIGH IMPACT ACRYLIC EXTRUSION
ACCENT REVEAL AS SPECIFIED
CONT. WOOD BLOCKING AS REQ'D.
FASTENERS @ 32" O.C. MAX
MOUNTING BRACKET@ 32" O.C. MAX
CONT. ALUM. RETAINER
CONT. VINYL CUSHION
FINISH FLOOR
09 22 16.B3
09 29 00.C2
NOTE: ELECTRIC ROOM 348 - SEE ELECTRICAL DRAWINGS
FOR LOCATIONS OF 3/4" FIRE RATED PLYWOOD, SECURE
INTO STUDS THROUGH GWB FOR MOUNTING ELECTRICAL
PANELS.
ELEC.
A348
CORRIDOR
A301A
06 10 00.B5
4"
4"
CORNER GUARD 4" AFF UP
TO 4'-0" AFF SECURED WITH
CONSTRUCTION ADHESIVE.
WALL SIZE
VARIES
NOTE:
CORNER GUARDS TO BE INSTALLED ON ALL
OUTSIDE CORNERS IN CORRIDORS AND LOBBIES.
HANDRAIL HALF TONED
FOR CLARITY
4"
5 1 /2"
4"
CORNER GUARD 4" AFF UP
TO 4'-0" AFF SECURED WITH
CONSTRUCTION ADHESIVE.
NOTE:
CORNER GUARDS TO BE INSTALLED ON ALL
OUTSIDE CORNERS IN CORRIDORS AND LOBBIES.
HANDRAIL HALF TONED
FOR CLARITY
06 10 00.G7
VA
RI
ES
06 10 00.G706 10 00.G7
WALLS VARY, SEE PARTITION
TYPES ON SHEET 1-1-X2
SEMI
RECESSED
F.E.C.
06 10 00.G7
06 10 00.G7
06 10 00.B5
HANDRAIL HALF
TONED FOR CLARITY THIRD FLOOR -
NEW WORK
1163'-1 1/2"
ROOF LEVEL
1176'-8 1/4"
'-1
0"
1'- 2"
7'- 0"
4'- 0"
4'- 0"
4'- 0"
1'- 4"
'-0
5'- 5 1
/4"
8 1/4"
6 3/4"
2'-7 1/2" 1'-8 1/8"
3'- 2"
05 50 00.F1
IF NEEDED
09 29 00.A1
07 60 00.A18
07 24 19.A1
4"x 4" CANT 07 92 00.A7
05 40 00.B8
06 10 00.G6
08 41 13.B2
06 10 00.G7
04 20 00.A1
AS
09 29 00.A1
09 29 00.B1
07 92 00.A4
07 21 13.B4
05 40 00.B705 40 00.B7
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
DETAILS EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-18
503-314
CONSTRUCTION KEYNOTES
No NOTES
04 20 00.A1 STANDARD BRICK - 3/8" JOINT
04 20 00.B2 8" X 8" X 16" CMU - SEE STRUCTURAL
04 20 00.B3 12" X 8" X 16" CMU - SEE STRUCTURAL
05 12 00.A3 COLUMNS - SEE STRUCTURAL DRAWINGS
05 12 00.A4 STRUCTURAL CROSS BRACING - SEE STRUCTURAL DRAWINGS
05 12 00.A11 DIAGONAL BRACING, SEE STRUCTURAL DRAWINGS
05 40 00.B4 3 5/8" 16 GAUGE METAL STUDS
05 40 00.B7 6" - 16 GAUGE METAL STUDS
05 40 00.B8 16 GA. STEEL ANGLE FOR MOUNTING OF STOREFRONT WINDOWS
05 50 00.F1 ROOF ACCESS LADDER WITH CAGE.
06 10 00.B5 3/4" PLYWOOD - FIRE TREATED
06 10 00.G6 SHIM AS NEEDED
06 10 00.G7 FLAME RESISTANT WOOD BLOCKING
06 10 00.G8 2X TREATED WOOD BLOCKING - TYP.
07 21 13.A4 2" RIGID INSULATION - THERMAL
07 21 13.B2 R-19 BATT INSULATION
07 21 13.B4 6" BATT INSULATION - R19
07 21 13.B5 2 1/2" BATT INSULATION
07 21 13.B6 3 5/8" BATT INSULATION
07 21 13.C1 MEMBRANE - VAPOR/ MOISTURE
07 21 13.C2 MEMBRANE - WATER PROOF - SEAL AROUND ALL BRICK TIES
07 24 19.A1 EIFS FINISHING SYSTEM ON 1 1/2" RIGID INSULATION - COLOR TO MATCH BUILDING 1
07 40 00.A1 2.5" X INSULATED METAL PANELS
07 40 00.A4 METAL PANEL SYSTEM VERTICAL TRIM
07 60 00.A18 PRE-FINISHED ALUMINUM COPING - FINISH COLOR TO MATCH EXISTING STOREFRONT FINISH 07 60 00.A19 STOREFRONT WINDOW FLASHING. TO RUN BETWEEN THE BRACKET AND FRAME. FLASHING
SHOULD RUN UP THE INSIDE FLANGE OF BRACKET
07 81 00.A1 SPRAY APPLIED FIREPROOFING
07 92 00.A3 SEALANT - COLORED TO MATCH STOREFRONT & WINDOW FRAMES
07 92 00.A4 CAULK - PAINTABLE
07 92 00.A7 BACKER ROD AND ELASTOMERIC SEALANT
08 11 13.A2 EXTERIOR INSULATED METAL DOORS - SEE DOOR SCHEDULE
08 41 13.B2 2" X 5" ALUMINUM STOREFRONT SYSTEM WITH THERMAL BREAK - TO MATCH EXISTING
09 22 16.B2 2 1/2" METAL STUD @ 16 OC
09 22 16.B3 3 5/8" METAL STUD @ 16" OC
09 29 00.A1 5/8" EXTERIOR GYPSUM SHEATHING
09 29 00.B1 5/8" GYPSUM WALLBOARD - 1 LAYER
09 29 00.C1 5/8" GYPSUM WALLBOARD - TYPE X - 1 LAYER
09 29 00.C2 5/8" GYPSUM WALLBOARD - TYPE X - 1 LAYER EACH SIDE
10 26 00.A1 HANDRAIL AND CRASH RAIL AT CORRIDORS
10 44 13.A1 FIRE EXTINGUISHER - WALL MOUNTED RECESSED
12 32 00.C2 WALL CABINET
12 36 00.A2 COUNTERTOP - SOLID SURFACE
22 40 00.A8 SINK - KITCHEN - DOUBLE - SEE PLUMBING DRAWINGS
AS AIR SPACE
F SHIM AS NEEDED - TYPICAL
SCALE:1 1/2"=1'-0"
4" 8"0 16"
SCALE: 1" = 1'-0"1-3-18
2 COLUMN DETAIL AT E & 1
SCALE: 1" = 1'-0"1-3-18
1 COLUMN DETAIL AT C & 1
SCALE: 1" = 1'-0"1-3-18
3 TYP. EXTERIOR WALL AT COL. - DETAIL
SCALE: 1" = 1'-0"1-3-18
4 TYPICAL EXTERIOR CORNER DETAIL
SCALE: 1" = 1'-0"1-3-18
5 EXTERIOR WALL AT STAIR TOWER
SCALE: 1" = 1'-0"1-3-18
6 ENLARGED PLAN - COLUMNS K & 5
SCALE: 1" = 1'-0"1-3-18
7 THIRD FLOOR - BRIDGE - DETAIL
SCALE: 3" = 1'-0"1-3-18
HAND AND CRASH RAIL MOUNTING
DETAIL
SCALE: 1 1/2" = 1'-0"1-3-18
ENLARGED PLAN - 1 HR RATED WALL
AT ELECTRIC ROOM
SCALE: 3" = 1'-0"1-3-18
12 CORNER GUARD DETAIL
SCALE: 3" = 1'-0"1-3-18
13 END WALL CORNER GUARD
SCALE: 1 1/2" = 1'-0"1-3-18
10 STANDARD BLOCKING DETAIL
SCALE: 1 1/2" = 1'-0"1-3-18
11 FIRE EXTINGUISHER CABINET
SCALE: 3/4" = 1'-0"1-3-18
SECTION ELEV. AT ROOF LADDER/
CAGE
SCALE: 3" = 1'-0"
2" 4"0 8"
SCALE: 3/4" = 1'-0"
8" 1'-4"0 2'-8"
SCALE: 1" = 1'-0"
6" 1'-0"0 2'-0"
SCALE: 1 1/2" = 1'-0"1-3-18
15 COLUMN STUB ENCLOSUREAT K6
ANCHOR INTO WALL
NOTE:
ALL COLUMN ENCLOSURES AT
PARAPET WALL ARE SIMILAR
SCALE: 3" = 1'-0"1-3-18
TYPICAL EXTERIOR STORFRONT JAMB
- DETAIL
METAL STUDS - SEE WALL TYPES
EXTEND GYP BD INTO FRAME -
5/8" MIN
DOOR - SEE SCHEDULE
HOLLOW METAL FRAME -
GROUT FULL
STANDARD RABBET
JAMB ANCHOR
GYP BD - SEE WALL TYPES
SC WD
WD
HM
INSUL. MTL.
PT
STND/CL
SOLID CORE WOOD
WOOD
HOLLOW METAL
INSULATED METAL
PAINT
STAINED CLEAR
ABBREVIATION DESCRIPTION
NOTE:
• ALL EXTERIOR DOORS TO BE INSULATED METAL
• ALL FIRE RATED DOORS ARE TO BE SELF
CLOSING AND POSITIVE LATCHING
ALUM ALUMINUM
CL ANOD CLEAR ANODIZED
ANO BRONZ ANODIZED ALUMINUM
- BRONZE COLOR
METAL STUDS - SEE WALL TYPES
EXTEND GYP BD INTO FRAME -
5/8" MIN
DOOR - SEE SCHEDULE
HOLLOW METAL FRAME -
GROUT FULL
STANDARD RABBET
GYP BD - SEE WALL TYPES
5/8
2"
6" 6"
SEE SCHEDULESEE SCHEDULE
SE
E
SC
HE
DU
LE
SE
E
SC
HE
DU
LE
3'- 8"
2'-
SEE SCHEDULE
SE
E
SC
HE
DU
LE
SE
E
SC
HE
DU
LE
SEE SCHEDULE
EQ EQ
A
SC WD
B
SC WD
C
HMTL
D
HMTL
E
SC WD
F
HMTL
G
BI-FOLD HC WD
SE
E
SC
HE
DU
LE
SEE SCHEDULE
3'- 8"
2'-
6" 6"
SEE SCHEDULE
EQ EQ
SE
E
SC
HE
DU
LE 2'-
3'- 8"
6" 6" 6" 6"
SEE SCHEDULE
EQ EQ EQ EQ
SE
E
SC
HE
DU
LE
H
AUTOMATIC SLIDING
SE
E
SC
HE
DU
LE
SEE SCHEDULE
2'-6 1/4" 2'-4" 2'-4" 2'-6 1/4"
SE
E
SC
HE
DU
LE
SEE SCHEDULE
3'- 3"
9"
I
GL/ ALUM
J
POCKET DOOR
SCW
SE
E
SC
HE
DU
LE
SEE SCHEDULE
SE
E
SC
HE
DU
LE
2"
SEE SCHEDULE
2" 2"
SEE SCHEDULE
2" 2"
SE
E
SC
HE
DU
LE
2"
HMTL
HMTL
SE
E
SC
HE
DU
LE
2"
SEE SCHEDULE
2" 2"
HMTL
DOUBLE ACTION
SE
E
SC
HE
DU
LE
4"
SEE SCHEDULE
2" 2"
HMTL
SE
E
SC
HE
DU
LE
2"
SEE SCHEDULE
2" 2"
HMTL
SE
E
SC
HE
DU
LE
SEE SCHEDULE
ALUM - AUTO SLIDING
ALUM
SE
E
SC
HE
DU
LE
SEE SCHEDULE
POCKET DOOR
HM
SE
E
SC
HE
DU
LE
SEE SCHEDULE
METAL STUDS - SEE WALL TYPES
DOOR - SEE SCHEDULE
GYP BD - SEE WALL TYPES
METAL STUDS - SEE WALL TYPES
DOOR - SEE SCHEDULE
GYP BD - SEE WALL TYPES
SHIM AND CAULK
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
J
7A
09 22 16.B4
09 22 16.B3
09 29 00.B1
2'- 8"
C
LE
AR
D
OO
R
OP
EN
IN
G
09 29 00.B1
POCKET DOOR
FRAMING
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
08 71 00.B1
04 20 00.B1
07 54 23 A1
06 10 00.G11
06 10 00.E11
07 21 13.B2
09 29 00.B1
09 22 16.B4
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
DOOR SCHEDULE & DETAILS EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-19
503-314
DOOR SCHEDULE
NO.
DOOR
FIRE
RATING
FRAME DETAILS
HW SET COMMENTSWIDTH HEIGHT THICK
DOOR
TYPE DOOR MTRL DOOR FINISH
FRAME
TYPE FRAME MTRL
FRAME
FINISH HEAD/ SILL JAMB
300.1 6'-0" 7'-0" 1 3/4" F SC WD PT 45 MIN 3 HM PT 8C PAIR OF DOORS ON ELECTRONIC HOLD OPEN SYSTEM. WILL AUTOMATICALLY
CLOSE WHEN SMOKE OR FIRE ALARM IS ACTIVATED
300.3 7'-0" 7'-0" 1 3/4" F SC WD PT 45 MIN 2 HM PT 12F SELF CLOSING - POSITIVE LATCH
300.4 6'-0" 7'-0" 1 3/4" F SC WD PT 90 MIN 3 HM PT 8C PAIR OF DOORS ON ELECTRONIC HOLD OPEN SYSTEM. WILL AUTOMATICALLY
CLOSE WHEN SMOKE OR FIRE ALARM IS ACTIVATED
301.1 7'-0" 7'-0" 1 3/4" F SC WD PT 45 MIN 3 HM PT 12F PAIR OF DOORS ON ELECTRONIC HOLD OPEN SYSTEM. WILL AUTOMATICALLY
CLOSE WHEN SMOKE OR FIRE ALARM IS ACTIVATED
301.2 6'-0" 7'-0" 1 3/4" F SC WD PT 45 MIN 3 HM PT 12F PAIR OF DOORS ON ELECTRONIC HOLD OPEN SYSTEM. WILL AUTOMATICALLY
CLOSE WHEN SMOKE OR FIRE ALARM IS ACTIVATED
303 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4B
304 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4B
305 6'-0" 6'-8" 1 1/2" G HC WD PT 5 WD PT 13
306 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
307.1 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4B
307.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4B
308 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
309 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
312 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4F
313 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
314 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4J
315 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
316 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4B
317 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4J
317A 2'-8" 7'-0" 1 3/4" J SC WD STND/ CL 8 HM PT POCKET DOOR
318 9'-8 1/2" 7'-0" 1 3/4" H ALUM CL ANOD 6 ALUM CL ANOD 13
319 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 45 MIN 1 HM PT 5D SELF CLOSING - POSITIVE LATCH
320 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
322 3'-8" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT 4G
323 3'-8" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT 4G
324 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
325 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
326 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
327 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
328 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
329 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
330 3'-0" 7'-0" 1 3/4" E INSUL MTL PT 2 HM PT E1
331 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
332 3'-8" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
333 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 45 MIN 1 HM PT 4F SELF CLOSING - POSITIVE LATCH
334 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4
335 3'-4" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT 4J
336 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4F
337 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4U
338 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 4U
339.1 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 5D
339.2 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 5D
340 3'-8" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT 4K
341 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
342 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
343 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL 1 HM PT 1L
344 3'-0" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT SH-3D
345 3'-0" 7'-0" 1 3/4" B SC WD STND/ CL 1 HM PT 4F
348 5'-0" 7'-0" 1 3/4" E INSUL MTL PT 45 MIN 2 HM PT 12F SELF CLOSING - POSITIVE LATCH
349 3'-0" 7'-0" 1 3/4" E SC WD STND/ CL 1 HM PT 4B
350 3'-0" 7'-0" 1 3/4" E SC WD STND/ CL 1 HM PT 4B
E302 3'-0" 7'-0" 1 3/4" E SC WD STND/ CL 1 HM PT 1L
E303 3'-0" 7'-0" 1 3/4" E SC WD STND/ CL 1 HM PT 1L
S-301 3'-0" 7'-0" 1 3/4" E INSUL MTL PT 90 MIN 2 HM PT 6 SELF CLOSING - POSITIVE LATCH S-302 3'-0" 7'-0" 1 3/4" E INSUL MTL PT 90 MIN 2 HM PT 6 SELF CLOSING - POSITIVE LATCH SF101 3'-7 3/4" 7'-0" 2" I GL/ ALUM ANO BRNZ 7 ANO BRNZ ANO BRNZ E4 AUTOMATIC DOOR WITH PUSH PLATE
SCALE: 1 1/2" = 1'-0"1-3-19
2 DOOR JAMB DETAIL
SCALE: 1 1/2" = 1'-0"1-3-19
1 DOOR HEAD DETAIL
REVISION 2 5/ 16/ 16
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
SCALE: 1 1/2" = 1'-0"1-3-19
4 DOOR JAMB - CARDIO. 318
SCALE: 1 1/2" = 1'-0"1-3-19
3 DOOR HEAD - CARDIO. 318
SCALE: 1/4" = 1'-0"
2'-0" 4'-0"0 8'-0"
SCALE:1 1/2"=1'-0"
4" 8"0 16"
SCALE: 1 1/2" = 1'-0"1-3-19
5 ENLARGED PLAN - POCKET DOOR
SCALE: 1 1/2" = 1'-0"1-3-19
6 DOOR TO ROOF THRESHOLD DETAIL
1163'-1 1/2"
DA E F G HB
M
AT
C H
LI
N
E
C
17'-6 7/8" 2'-0" 20'-7" 2'-0" 20'-2 3/4" 2'-0" 2'-0" 15'-3 1/2" 2'-0" 13'-6" 1'-0"
S05 S06 S07 S08 S09 S10
2'-0 3/8" 3'-0" 3'-6" 3'-0" 2'-0" 2'-0" 2'-0 1/2"
8'-0"
1'-0" 3'-6" 3'-0" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 2'-1" 2'-2" 2'-0" 3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0 3/4" 2'-3 7/8" 3'-6" 2'-2 1/8" 2'-5 1/8" 2'-0" 3'-6" 2'-6" 3'-6" 1'-4 3/8" 3'-7 7/8" 2'-2" 3'-6" 2'-2" 2'-0 1/8"
9'- 0"
2'- 6 1
/4" 1'-
2 1 /2"
1'- 2 1
/2"
3'- 6"
3'- 1"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
1.8 3 4 51 2 2.51.3
16'-0 1/2"
S15
18'-6 5/8" 2'-0" 6'-2 1/2"
S13 S14
2'-9 3/4" 2'-0" 2'-0" 2'-6" 1'-3" 3'-9" 2'-6" 1'-8 7/8" 3'-2 1/2" 3'-0" 3'-7 1/4" 2'-0" 3'-0" 2'-2" 2'-2" 3'-1 1/4"
9'- 0"
2'- 6 1
/4"
3'- 1"
3'- 6"
1'- 2 1
/2" 1'-
2 1 /2"
9'- 0"
2'- 6 1
/4"
3'- 1"
3'- 6" 1'-
2 1 /2"
1'- 2 1
/2"
H J K
M
AT
C H
LI
N
E
S11 S12
19'-10 5/8"2'-0"15'-1"
2'-10 3/8" 3'-6" 2'-7" 3'-6" 2'-7 5/8" 2'-2 3/8" 2'-2" 2'-2" 3'-6" 2'-7" 3'-6" 2'-0" 1'-9 1/4"
9'- 0"
2'- 6 1
/4" 1'-
2 1 /2"
1'- 2 1
/2"
3'- 6"
3'- 1"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
1.8345 12
13'-6" 2'-0" 17'-0" 2'-0" 18'-0" 2'-0" 18'-1 1/8" 2'-0" 15'-8 3/8"
S01 S1.1 S02 S03 S04
2'-1 1/4" 3'-0" 3'-0" 3'-6" 1'-10 3/4" 2'-1 5/8" 3'-0" 3'-0" 3'-6" 3'-0" 2'-4 3/8" 2'-0 1/8" 2'-0" 3'-6" 2'-0" 3'-6" 1'-6" 3'-5 7/8" 3'-6 3/8" 2'-2" 2'-2" 3'-6" 2'-2" 2'-2" 2'-4 3/4" 1'-1" 3'-6" 2'-6" 3'-0" 3'-6" 2'-1 1/4"
2'- 6 1
/4" 9'-
0"
3'- 1"
3'- 6" 1'-
2 1 /2"
1'- 2 1
/2"
1-3-1
= SPANDREL GLAZING
= CLEAR GLAZING
= AREA OF WINDOW REQUIRING
ROLLER SUN SHADE
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
5 6 76 1-2-3-R-13
S16 S17 S18
1'-5" 16'-7" 2'-0" 11'-10 1/4" 2'-0" 6'-10"
NO GLASS - FRAME ONLY
4'-0 5/8" 2'-7" 3'-6" 2'-2" 2'-2" 2'-1 1/4" 3'-3 1/8" 2'-0" 3'-6" 3'-1" 2'-4 1/2" 2'-2 3/8" 2'-3 1/4"
9'- 0"
2'- 6 1
/4"
3'- 1"
3'- 6"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
S19
NO GLASS - FRAME ONLY
7'-8 1/4"
2'-1 1/4"3'-5 3/4"2'-1 1/4"
5'- 8 5
/8" 5'-
9 5 /8"
3'- 3 5
/8"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
J H.1J.7
S20 S21
NO GLASS - FRAME ONLY
12'-7" 2'-0" 10'-3 7/8"
2'-3 1/4" 3'-0" 1'-11 7/8" 3'-0" 2'-3 7/8" 1'-5 5/8" 2'-0" 3'-6" 2'-0" 1'-4 1/4"
2'- 6 1
/4" 9'-
0"
3'- 1"
3'- 6"
1'- 2 1
/2" 1'-
2 1 /2"
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
STOREFRONT ELEVATIONS EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-20
503-314
SCALE: 1/4" = 1'-0"1-3-20
2 STOREFRONT WINDOWS - SOUTH - A
SCALE: 1/4" = 1'-0"1-3-20
4 STOREFRONT WINDOWS - EAST
SCALE: 1/4" = 1'-0"1-3-20
1 STOREFRONT WINDOWS - SOUTH - B
SCALE: 1/4" = 1'-0"1-3-20
3 STOREFRONT WINDOWS - WEST
NOTE:
ALL VERTICAL MULLIONS ARE TO ALIGN WITH
THE VERTICAL MULLIONS ON THE 2ND FLOOR
SEE STOREFRONT SCHEDULE ON SHEET 1-3-21
SCALE: 1/4" = 1'-0"
2'-0" 4'-0"0 8'-0"
SCALE: 1/4" = 1'-0"1-3-20
5 STOREFRONT ELEVATIONS - EAST
SCALE: 1/4" = 1'-0"1-3-20
6 STOREFRONT ELEVATION - CORNER
SCALE: 1/4" = 1'-0"1-3-20
7 STOREFRONT ELEVATIONS - NORTH
1163'-1 1/2"
6'- 0"
5'- 3 3
/4"
'-3
3/ 4"
9'-0"
4'-6" 4'-6"
S22
2'-
3/ 4"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6'- 0"
5'- 3 3
/4"
'-3
3/ 4"
7'-0"
3'-2 7/8" 3'-9 1/8"
S23
2'-
3/ 4"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6'- 0"
5'- 3 3
/4"
'-3
3/ 4"
3'-0"
3'-0"
S24
2'-
3/ 4"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
6'- 0"
5'- 3 3
/4"
'-3
3/ 4"
7'-0"
3'-6" 3'-6"
S25
2'-
3/ 4"
1'- 2 1
/2" 1'-
2 1 /2"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
6'- 0"
9'- 0"
10'-0"
2'-6 3/8" 2'-5 5/8" 2'-5 5/8" 2'-4 7/8" i01
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
6'- 0"
9'- 0"
6'-0"
2'-0 1/4" 1'-11 1/2" 2'-0 1/4" i02
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
3'- 0"
6'- 0"
9'- 0"
2'-5 1/4" 2'-4 1/2"
2'-4 1/2"
2'-4 1/2" 2'-5 1/4"
12'-0" i03
1-3-21
A301
A301
OT
GYM
10'-0" A.F.F.
DETAIL TAG
COLUMN LINE
BUBBLE TAG
CEILING
HEIGHT TAG
A-?
DWG NAME
SCALE:
SECTION TAG
ROOM TAG -
NEW WORK
WALL TYPE TAG
TITLE TAG
BREAKLINE
SYMBOL
INTERIOR ELEVATION
EXTERIOR
ELEVATION
ELEVATION MARK
FIRST FLOOR
DOOR TAG
CONSTRUCTION KEY
NOTE TAG
X
311.1
A201
125 SF
STOREFRONT
WINDOW TAG
S05
DETAIL
CALL-
OUT
TAG
A201
BASIC ARCHITECTURAL SYMBOLS
= SPANDREL GLAZING
= CLEAR GLAZING
= AREA OF WINDOW REQUIRING
ROLLER SUN SHADE
09 29 00.B1
09 22 16.C3
09 51 00.A1
09 22 16.C3
09 51 00.A1
06 10 00.E9
09 29 00.B2
12 36 00.A5 09 29 00.B1
09 22 16.B3
08 41 13.B1
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
1-3-21
3'- 6"
2'-5" 2'-5" 2'-5" 1"
9'-10"
2"
2'-5"1" 06 20 00.B2
05 52 00.A1
08 80 00.A1
3/4"3/4" 2'-1 1/2"
3'- 1 1
/4" 1 1
/2" 1 1
/2"
2" 2'-
9 1 /4"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
1"
2 1/4"
06 20 00.B2
3'- 6"
3 1 /2"
2'- 9 1
/4"
WINDOW SHADE BRACKET
TO BE INSTALLED BEFORE
ACOUSTIC CEILING TILE
SYSTEM
WINDOW SHADE SYSTEM
W/ MOTOR TO BE HOUSED
INSIDE SHADE ROLLER.
ACT SYSTEM
HEM BAD SEALED INSIDE
SHADE CLOTH
08 41 13.B2 09 51 00.A1
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
5'- 3 3
/4" 6'-
0"
S26
'-3
3/ 4" 2'-
3/
4" 1'-
2 1 /2"
1'- 2 1
/2"
6'-0"
3'-0" 3'-0"
THIRD FLOOR -
NEW WORK
1163'-1 1/2"
S27
5'- 3 3
/4" 6'-
0"
'-3
3/ 4" 2'-
3/
4" 1'-
2 1 /2"
1'- 2 1
/2"
18'-0"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
Project Title
DE
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Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No.
JAMES E. VAN ZANDT
VETERANS ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
RICKERT ENGINEERING, INC.
BUILDING COST CONSULTANTS
COST ESTIMATING
12917 - 30TH AVENUE
PLATTSMOUTH, NEBRASKA 68048
402.298.8260 - FAX 402.298.8290
MECHANICAL / ELECTRICAL CONSULTING
ENGINEERING
6300 BLAIR HILL LANE
BALTIMORE, MARYLAND 21209
410.323.0600 - FAX 410.377.2543
STRUCTURAL ENGINEERING
8813 WALTHAM WOODS ROAD, SUITE 500
BALTIMORE, MARYLAND 21234
410.663.5110 - FAX 410.663.5114
Bel Air, Maryland 21015-1436 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
KEY PLAN
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
KOFFEL ASSOCIATES, INC.
100% CONSTRUCTION
DOCUMENTS
WHITMAN, REQUARDT & ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
ROBERT L. SEYMOUR ASSOCIATES
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
160702D
FULLY SPRINKLERED
2907 PLEASANT VALLEY BLVD. ALTOONA, PA 16602-4377
STOREFRONT ELEVATIONS,
SCHEDULE AND DETAILS
EXPAND FOR SPECIALTY
CLINIC ADDITION ON 3RD
FLOOR
CP/ CAJ JSK/ DGW/ WPH
11/20/2018
1-3-21
503-314
SCALE: 1/4" = 1'-0"1-3-21
1 STOREFRONT ELEVATION - S22
SCALE: 1/4" = 1'-0"1-3-21
2 STOREFRONT ELEVATION - S23
SCALE: 1/4" = 1'-0"1-3-21
3 STOREFRONT ELEVATION - S24
SCALE: 1/4" = 1'-0"1-3-21
4 STOREFRONT ELEVATION - S25
SCALE: 1/4" = 1'-0"1-3-21
7 INTERIOR STOREFRONT ELEV - i01
SCALE: 1/4" = 1'-0"1-3-21
8 INTERIOR STOREFRONT ELEV - i02
SCALE: 1/4" = 1'-0"1-3-21
9 INTERIOR STOREFRONT ELEV - i03
SCALE: 1/4" = 1'-0"
2'-0" 4'-0"0 8'-0"
STOREFRONT SCHEDULE
DESIGNATION SIZE (W x H) SPANDREL CLEAR GLASS TYPE FRAME MATERIAL AND FINISH Comments i01 12'-0" x 3'-0" No Yes 1/4" WHITE ROOM A334 SHARED BREAK/ LKR i02 6'-0" x 3'-0" No Yes 1/4" WHITE ROOM A335 SHARED CONFERENCE i03 16'-0" x 3'-0" No Yes 1/4" WHITE ROOM A340 PULMONARY REHAB AREA/ EXTENDED PULM
FUNCTION/ CONSULT. ROOM/ WAITING/ WHEELCHAIR
S01 13'- 4 3/4 x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S1.1 17'-0 1/2" x 9'-0" Yes No 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING S02 18'-0 3/4" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S03 18'-0" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S04 15'-9 7/8" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S05 17'-8 1/2" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S06 20'-6 1/2" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S07 20'-2 3/4" x 9'-0" Yes No 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING S08 7'-10" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S09 15'-0 7/8" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S10 13'-6" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S11 15'-1" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S12 20'-1 1/2" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S13 18'-6 5/8" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S14 6'-0" x 9'-0" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S15 17'-0" x 9'-0" Yes No 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING S16 16'-6 1/2" x 9'-0" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S17 11'-10 1/4" x 9'-0" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S18 6'-10" x 9'-0" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S19 7'-8 1/4" x 5'-8 5/8" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S20 12'-7" x 9'-0" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S21 10' 3 7/8" x 9'-0" No No NONE BRONZE ANODIZED TO MATCH EXISTING NO GLASS - FRAME ONLY S22 9'-0" x 5'-3 3/4" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S23 7'-0" x 5'-3 3/4" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S24 6'-0" x 5'-3 3/4" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED S25 7'-0" x 5'-3 3/4" Yes Yes 1" INSULATED BRONZE ANODIZED TO MATCH EXISTING WINDOW SHADES REQUIRED
SCALE: 1 1/2" = 1'-0"1-3-21
INTERIOR STOREFRONT - TYPICAL
HEAD AND SILL DETAIL
SCALE: 1 1/2" = 1'-0"1-3-21
INTERIOR STOREFRONT - TYPICAL
JAMB DETAIL
SCALE:1 1/2"=1'-0"
4" 8"0 16"
CONSTRUCTION KEYNOTES
No NOTES
05 52 00.A1 ALUMINUM RAILING WITH GLASS PANEL
06 10 00.E9 2 X 4 WOOD STUDS - FIRE TREATED
06 20 00.B2 HARDWOOD RAIL - WITH CHERRY STAIN AND CLEARCOAT FINISH
08 41 13.B1 1 3/4" X 4" ALUMINUM STOREFRONT SYSTEM - NON THERMAL
08 41 13.B2 2" X 5" ALUMINUM STOREFRONT SYSTEM WITH THERMAL BREAK - TO MATCH EXISTING
08 80 00.A1 TEMPERED GLASS
09 22 16.B3 3 5/8" METAL STUD @ 16" OC
09 22 16.C3 3 5/8" METAL RUNNER TRACK
09 29 00.B1 5/8" GYPSUM WALLBOARD - 1 LAYER
09 29 00.B2 5/8" GYPSUM WALLBOARD - 1 LAYER EACH SIDE
09 51 00.A1 ACT 2'-0" X 2'-0"
12 36 00.A5 SILL - SOLID SURFACE WITH TRIM
SCALE: 3/4" = 1'-0"1-3-21
12 GLASS PARTITION ELEVATION
SCALE: 3/4" = 1'-0"1-3-21
13 GLASS RAIL - SECTION
SCALE: 1 1/2" = 1'-0"1-3-21
14 WINDOW SHADE DETAIL
NOTE:
1. CONTRACTOR TO COORDINATE ROUGH OPENINGS WITH STOREFRONT MANUFACTURER.
2. STOREFRONT MANUFACTURER TO CONFIRM SIZES PRIOR TO INSTALLATION.
3. ALL INTERIOR AND ALL CLEAR EXTERIOR GLAZING TO BE TEMPORED GLASS.
3. SEE ELEVATIONS ON SHEETS 1-3-20 AND 1-3-21 FOR INTENT OF SPANDREL/ CLEAR GLAZING LAYOUT.
4. SEE SHEET 1-3-22 AND SPECIFICATION SECTION 12 24 92 FOR WINDOW SHADE INFORMATION.
SCALE: 1/4" = 1'-0"1-3-21
5 STOREFRONT ELEVATION - S26
SCALE: 1/4" = 1'-0"1-3-21
6 STOREFRONT ELEVATION - S27
Soiled Utility
7"
3/4" 3/4"
3/4
3/4
1" 1 1
/4" 1/4
1/4
1 3
/4" 5/8
1/4
5/8
1"
7"
SURFACE
APPLIED
NUMBERS
GRADE 2
BRAILLE
SILK
SCREENED
GRAPHICS
7"
3/4" 3/4"
3/4
3/4
1" 1 1
/4" 1/4
1/4
1 1 /2"
3/4
1/4
3/4
1"
7" 1/2" 1/2"
O.T. TREATMENT
NAME
9"
3/4" 3/4"3/4
3/4
1" 4 1
/2" 1 1
/4" 3/4
" 1/4
1/4
1"
9"
RESTROOM
SIGN TYPE BSIGN TYPE A SIGN TYPE C
3 1/2" 5 1/2"
= YOU ARE HERE
SIGN TYPE D
9"
9" 3/4
1/2
2"
5'- 0"
Soiled Utility
1" 1 1
/2" 1/4
1/4
7"
1/32" LPP NUMBERS
GRADE 2 BRAILLE
.080" ACRYLIC
.060" ACRYLIC
.125" ACRYLIC
1" 1 1
/2" 1/4
1/4
7"
1/32" LPP NUMBERS
GRADE 2 BRAILLE
.080" ACRYLIC
.100" ACRYLIC
DEDUCT ALTERNATE NOTE:
BID ITEMS:
BASE BID: ALL WORK SHOWN.
DEDUCT ALTERNATE-1: DELETE PHOTOVOLTAIC ARRAY,
ALL PANELS, SUPPORTS, WIRING, RELATED EQUIPMENT
AND LABOR.
DEDUCT ALTERNATE-2: DELETE ALL WORK TO BE DONE IN
ROOM E300A CLERICAL STAFF.
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8
A B
C D
E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re…
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