S06 Updated Drawings 2224 VA Brockton REV 2 architectural.pdf
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- Solicitation number
- 36C24125R0008
About this file
These architectural drawings detail the upgrade of the VISN 1 Laundry Building 45 located in Brockton, Massachusetts for the Department of Veterans Affairs. The comprehensive set of architectural plans includes equipment plans, floor plans, life safety plans, demolition plans, reflected ceiling plans, exterior elevations, wall sections, window and door schedules, finish plans, and signage plans for both the basement and first floor of the laundry facility.
The drawings specify a full renovation of the laundry building, including upgrades to production areas such as soil textile receiving, washing production, drying production, clean cart staging, and flatwork finishing. The plans indicate new construction, equipment placement, floor finishes, wall treatments, and structural modifications. Key design elements include fully sprinklered spaces, preservation of existing structural systems where possible, new mechanical and electrical systems, and careful coordination between architectural, mechanical, electrical, and structural disciplines. The project appears to be a comprehensive modernization of the VA laundry facility to improve operational efficiency and infrastructure.
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SECURE
STORAGE
B028
MECH &
CHEM
STORAGE
B018
MECHANICAL
SHOP
B023
MECHANICAL
STORAGE
B024
CONTROLLER
ROOM
B022
HAC
B019
WOMEN'S
RESTROOM
B010
LINEN
STORAGE
B026
MECHANICAL
ROOM
B003
CORRIDOR
B006
WOMENS
TOILET
B009A
MEN'S
RESTROOM
B014
MEN'S
LOCKER
ROOM
B013
GAS
METER
AND
REGULATING
ROOM
B002
STORAGE
B001a
STORAGE
B005
STAFF
BREAK
ROOM
B004
WOMEN'S
LOCKER
ROOM
B011
WOMENS
SHOWER
B009
STAIR
B007
SECURITY
OFFICE
B027
CORRIDOR
B012
STORAGE
B015
IT ROOM
B020
MECHANICAL
B017
VESTIBULE
B008
MEN'S
SHOWER
B014A
SERVICE
ELEVATOR
B025
CLOSET
B029
B027B
B028B
B003A
TANK
ROOM
B001b
ELEC
ROOM
E001
-1'-9"
1 TYP.
15'-4"
8'-3 1/2" 26'-0" 8'-0"
8' -0
'-1
1/ 2"
6'-0" 7'-5 1/2"
8'-0"
'-1
10'-0" 4'-6" 10"
5' -2
AE351 4
AE351
ISOLATION PADS FOR HEAVY EQUIPMENT, CORDINATE WITH EQUIPMENT VENDOR ON LOCATION, COUNT AND
DIMENSIONS.
EQUIPMENT PLAN KEY NOTES
FLOOR PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
NOT IN CONTRACT
FLOOR STRIPING FOR
WALKING PATH
NEW CONCRETE FLOOR SLAB TO
REPAIR DAMAGED SLAB - SEE
STRUCTURAL
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
EQUIPMENT PLAN - BASEMENT
LE101
1/8" = 1'-0"LE101
1 BASEMENT EQUIPMENT PLAN
0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
07/18/252 REVISION 02
07-18-2025
SOIL
TEXTILE
RECEIVING
LAUNDRY
SUPERVISOR
OFFICE
RESTROOM
RESTROOM
OFFICE
RECEPTION
CLEAN
TEXTILE
MAKE UP
VESTIBULE
OFFICE
TRAINING
ROOM
100A
SOIL
TEXTILE
SORTING
WASHING
PRODUCTION
AIR LOCK
ROOM
SOIL CART
STAGING
CART
WASHING
CLEAN
CART
STAGING
FLATWORK
FINISHING
CART
MAKE UP
SERVICE
ELEVATOR
B025
EQUIPMENT
SPACE
DRYING
PRODUCTION
1 TYP.
8' -0
2' -0
4'-6" 28'-7 1/2" 4'-0"
3'-6" 7'-3 1/2" 4'-0"
8' -0
8'
-8
/2
4' -0
5' -0
3'-6" 3'-10"
3' -6
4' -0
7'
-7
3'-6"
4'-0" 20'-5 1/2"
3' -6
'-0
/2
4' -0
'-2
/2
4'-6" 24'-2 1/2"
4'- 0"
'-7
'-0
'-2
5' -0
13'-3"
3'- 6"
4' -9
/2
8' -1
1/
2"
'-4
3' -6
4'
-5
/2
3' -6
1'
-3
3'-2" 3'-0" 42'-0 1/2" 3'-6" 6'-4 1/2" 3'-6"
'-7
3' -6
3'- 6"
3'-6"
2'-9 1/2"
12'-9 1/2" 10'-5 1/2"
3' -3
/2
10'-4 1/2"
23'-9 1/2"
3'- 6"
3'-6" 17'-3 1/2"
'-5
/2
"5'-7"
4'-6"
AE351
AE351
ISOLATION PADS FOR HEAVY EQUIPMENT, CORDINATE WITH EQUIPMENT VENDOR ON LOCATION, COUNT AND
DIMENSIONS.
EQUIPMENT PLAN KEY NOTES
FLOOR PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
NOT IN CONTRACT
FLOOR STRIPING FOR
WALKING PATH
NEW CONCRETE FLOOR SLAB TO
REPAIR DAMAGED SLAB - SEE
STRUCTURAL
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
EQUIPMENT PLAN - FIRST FLOOR
LE102
1/8" = 1'-0"LE102
1 1ST FLOOR EQUIPMENT PLAN
0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
07/18/252 REVISION 02 07-18-2025
LIFE SAFETY PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
TOTAL TRAVEL DISTANCE
X'-X"
FIRE EXTINGUISHER CABINETFEC
COMMON PATH OF TRAVEL DISTANCE
X'-X"
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SECURE
STORAGE
B028
MECH &
CHEM
STORAGE
B018
MECHANICAL
SHOP
B023
MECHANICAL
STORAGE
B024
CONTROLLER
ROOM
B022
HAC
B019WOMEN'S
RESTROOM
B010
LINEN
STORAGE
B026
MECHANICAL
ROOM
B003
CORRIDOR
B006
WOMENS
TOILET
B009A
MEN'S
RESTROOM
B014
MEN'S
LOCKER
ROOM
B013
GAS
METER
AND
REGULATING
ROOM
B002
STORAGE
B001a
STORAGE
B005
STAFF
BREAK
ROOM
B004
WOMEN'S
LOCKER
ROOM
B011
WOMENS
SHOWER
B009
STAIR
B007
SECURITY
OFFICE
B027
CORRIDOR
B012
STORAGE
B015
IT ROOM
B020
MECHANICAL
B017
FILL SPACE
FILL SPACE
CRAWL SPACECRAWL SPACE
FILL SPACE
203'
106'
38'
86'
234'
109'
148'
39'
35'
20'16'
15' 97'
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CGCG
CG CG
CG CG
FEC FEC
FECFEC
FEC
FEC
FEC
VESTIBULE
B008
SERVICE
ELEVATOR
B025
MEN'S
SHOWER
B014A
ELEC
ROOM
E001
TANK
ROOM
B001b
36"38 OCC.
36"
41 OCC.
72"
36"
5 OCC.
4 OCC.
36" 38 OCC.
36"
38 OCC.
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL LIFE SAFETY PLAN -
BASEMENT
LS101
1/8" = 1'-0"LS101
2 BASEMENT LIFE SAFETY PLAN
0' 4' 8' 16' 24'
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SOIL
TEXTILE
RECEIVING
LAUNDRY
SUPERVISOR
OFFICE
RESTROOM
RESTROOM
OFFICE
RECEPTION
CLEAN
TEXTILE
MAKE UP
VESTIBULE
OFFICE
TRAINING
ROOM
100A
SOIL
TEXTILE
SORTING
WASHING
PRODUCTION
AIR LOCK
ROOM
SOIL CART
STAGING
CART
WASHING
CLEAN
CART
STAGING
FLATWORK
FINISHING
CART
MAKE UP
SERVICE
ELEVATOR
B025
EQUIPMENT
SPACE
DRYING
PRODUCTION
131'
88' 232'
148'
48'
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG CG CG CG
CG CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
68'
FEC
FEC
FEC
FEC
FEC
FEC
FEC
HSKP
104A
36" 38 OCC.
36"
39 OCC.
36"
39 OCC.
36"
38 OCC.
36" 39 OCC.
A
O
R
LIFE SAFETY PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
TOTAL TRAVEL DISTANCE
X'-X"
FIRE EXTINGUISHER CABINETFEC
COMMON PATH OF TRAVEL DISTANCE
X'-X"
TRUE
NORTH
1/8" = 1'-0"LS102
1 FIRST FLOOR LIFE SAFETY PLAN
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL LIFE SAFETY PLAN - FIRST
FLOOR
LS102
0' 4' 8' 16' 24'
DEMOLITION PLAN LEGEND
EXISTING CONSTRUCTION TO
REMAIN
EXISTING CONSTRUCTION TO BE
DEMOLISHED
1-HOUR FIRE BARRIER
AREA OF SLAB REMOVAL
DEMO PLAN GENERAL NOTES
A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE
OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.
B. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED DEMOLITION WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE
COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.
C. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING
PERFORMANCE OF THE WORK.
D. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE
OF THE WORK.
E. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED
VEHICULAR TRAFFIC AND DEMOLITION WORK.
REMOVE AND RETAIN CEILINGS, DIFFUSERS, AND LIGHT FIXTURES TO ALLOW FOR REMEDIATION OF SLAB ABOVE.
RETAIN REMOVED ITEMS FOR REINSTALLATION AFTER REPAIRS. REFINISH WALLS AND OTHER EXISTING FINISHES AS
REQUIRED.
DEMO PLAN KEY NOTES #
LOCKERS TO BE REMOVED AND SALVAGED FOR REINSTALLATION.2
REMOVE EXISTING DAMAGED SLAB.3
DEMOLISH WALL AS INDICATED. 4
DEMOLISH DOOR AS INDICATED. 5
DEMOLISH WALL FOR AN ACCESS PANEL AS INDICATED. 6
DEMOLISH EXISTING RAILS AS INDICATED. 7
EXISTING HOLES IN SLAB, REMOVE ANY RESIDUAL EXISTING DAMAGED CONCRETE OR REBAR TO
PROVIDE A CLEAN AREA FOR REPAIR. COORDINATE WITH STRUCTURAL.
REMOVE EXISTING WOOD TEMPORARY BRACING. COORDINATE WITH STRUCTURAL.9
PUMP OUT STANDING WATER, COORDINATE WITH ARCHITECT.10
11 REMOVE PORTION OF EXISTING SLAB.
12 REMOVE INSULATION IN EXISTING WALL GIRTS IN ROOM.
13 CUT OPENING IN EXISTING WALL AS REQUIRED TO INSTALL WORK. SEE OTHER DISCIPLINES DRAWINGS
FOR ADDITIONAL INFORMATION. 2
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SECURE
STORAGE
B028
MECH &
CHEM
STORAGE
B018
MECHANICAL
SHOP
B023
MECHANICAL
STORAGE
B024
CONTROLLER
ROOM
B022
HAC
B019
WOMEN'S
RESTROOM
B010
LINEN
STORAGE
B026
MECHANICAL
ROOM
B003
C O
R R
ID
O
R B
WOMENS
TOILET
B009A
MEN'S
RESTROOM
B014
MEN'S
LOCKER
ROOM
B013
GAS
METER
AND
REGULATING
ROOM
B002
STORAGE
B001a
STORAGE
B005
STAFF
BREAK
ROOM
B004
WOMEN'S
LOCKER
ROOM
B011
WOMENS
SHOWER
B009
STAIR
B007
SERVICE
ELEVATOR
B025
SECURITY
OFFICE
B027
CORRIDOR
B012
STORAGE
B015
IT ROOM
B020
MECHANICAL
B017
VESTIBULE
B008
MEN'S
SHOWER
B014A
CLOSET
B029
TANK
ROOM
B001b
ELEC
ROOM
E001
4 7
1' -6
4'
-4
24'-5 1/2"
1'-6"
2' -0
8'
-3
/2
1'-6" 32'-9"
6'-0" 11'-8"
1'-6" 12'-2 1/2"
1' -6
9' -1
1/
2"
8"
'-6
1'-6" 9'-8"
2' -0
5'
-3
14'-8 1/2" 1'-6"
1' -6
7'
-7
AS REQ'D
AS REQ'D
AS REQ'D
AS REQ'D
A S
R E
Q 'D
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL DEMOLITION PLAN -
BASEMENT
AD100
1/8" = 1'-0"AD100
1 BASEMENT DEMO PLAN 0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
11/22/241 REVISION 01
07/18/252 REVISION 02
DEMOLITION PLAN LEGEND
EXISTING CONSTRUCTION TO
REMAIN
EXISTING CONSTRUCTION TO BE
DEMOLISHED
1-HOUR FIRE BARRIER
AREA OF SLAB REMOVAL
TRUE
NORTH
DEMO PLAN GENERAL NOTES
A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE
OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.
B. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED DEMOLITION WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE
COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.
C. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING
PERFORMANCE OF THE WORK.
D. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE
OF THE WORK.
E. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED
VEHICULAR TRAFFIC AND DEMOLITION WORK.
REMOVE AND RETAIN CEILINGS, DIFFUSERS, AND LIGHT FIXTURES TO ALLOW FOR REMEDIATION OF SLAB ABOVE.
RETAIN REMOVED ITEMS FOR REINSTALLATION AFTER REPAIRS. REFINISH WALLS AND OTHER EXISTING FINISHES AS
REQUIRED.
DEMO PLAN KEY NOTES #
LOCKERS TO BE REMOVED AND SALVAGED FOR REINSTALLATION.2
REMOVE EXISTING DAMAGED SLAB.3
DEMOLISH WALL AS INDICATED. 4
DEMOLISH DOOR AS INDICATED. 5
DEMOLISH WALL FOR AN ACCESS PANEL AS INDICATED. 6
DEMOLISH EXISTING RAILS AS INDICATED. 7
EXISTING HOLES IN SLAB, REMOVE ANY RESIDUAL EXISTING DAMAGED CONCRETE OR REBAR TO
PROVIDE A CLEAN AREA FOR REPAIR. COORDINATE WITH STRUCTURAL.
REMOVE EXISTING WOOD TEMPORARY BRACING. COORDINATE WITH STRUCTURAL.9
PUMP OUT STANDING WATER, COORDINATE WITH ARCHITECT.10
11 REMOVE PORTION OF EXISTING SLAB.
12 REMOVE INSULATION IN EXISTING WALL GIRTS IN ROOM.
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SOIL
TEXTILE
RECEIVING
LAUNDRY
SUPERVISOR
OFFICE
RESTROOM
RESTROOM
OFFICE
RECEPTION
CLEAN
TEXTILE
MAKE UP
VESTIBULE
OFFICE
100 TRAINING
ROOM
100A
SOIL
TEXTILE
SORTING
WASHING
PRODUCTION
AIR LOCK
ROOM
SOIL CART
STAGING
CART
WASHING
CLEAN
CART
STAGING
FLATWORK
FINISHING
CART
MAKE UP
SERVICE
ELEVATOR
B025
EQUIPMENT
SPACE
DRYING
PRODUCTION
7 8
1' -6
6'
-7
1'-6" 21'-7"
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL DEMOLITION PLAN - FIRST
FLOOR
AD101
1/8" = 1'-0"AD101
1 1ST FLOOR DEMO PLAN
0' 4' 8' 16' 24'
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED STRUCTURE EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED
STRUCTURE
EXPOSED STRUCTURE
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
EXP. STR.
E X
P O
S E
D S
TR
U
C
TU
R E
EXP. STR.
E X
P O
S E
D S
TR
U
C
TU
R E
DEMO RCP LEGEND
SUPPLY DIFFUSER/ RETURN AIR GRILLE - SEE
MECHANICAL
ACOUSTICAL CEILING
LAY-IN LIGHT FIXTURE - SEE ELECTRICAL
1-HOUR FIRE BARRIER
AREA NOT IN CONTRACT
DEMO RCP GENERAL NOTES
A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE OTHERWISE
REQUIRED FOR SALVAGE OR RECYCLING.
B. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED DEMOLITION WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION
PRIOR TO PROCEEDING WITH THE WORK.
C. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING PERFORMANCE
OF THE WORK.
D. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE OF THE
WORK.
E. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR
TRAFFIC AND DEMOLITION WORK.
F. SEE STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
G. REMOVE EXISTING FINISHES AS NEEDED TO INSTALL NEW WORK.
H. INCLUDE ALL OVERHEAD DEMOLITION WORK NECESSARY TO FACILITATE INSTALLATION OF STRUCTURAL
REMEDIATION TO FLOOR ABOVE. THIS WILL INCLUDE, BUT IS NOT LIMITED TO, EXISTING ACT CEILINGS HVAC, PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS. MATERIALS REMOVED, TO THE EXTENT POSSIBLE, SHOULD BE RETAINED FOR REINSTALLATION AFTER COMPLETION OF STRUCTURAL REMEDIATION.
CEILING AND LIGHTING TO BE DEMO'D AND SALVAGED.1
DEMO RCP KEY NOTES #
EXISTING DUCTWORK TO BE REMOVED, SEE MECHANICAL.2
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL DEMOLITION REFLECTED
CEILING PLAN - BASEMENT
AD111
1/8" = 1'-0"AD111
1 DEMO BASEMENT REFLECTED CEILING PLAN
0' 4' 8' 16' 24'
AE201
AE201
AE201
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SECURE
STORAGE
B028
MECH &
CHEM
STORAGE
B018
MECHANICAL
SHOP
B023
MECHANICAL
STORAGE
B024
CONTROLLER
ROOM
B022
HAC
B019
WOMEN'S
RESTROOM
B010
LINEN
STORAGE
B026
MECHANICAL
ROOM
B003
CORRIDOR
B006
WOMENS
TOILET
B009A
MEN'S
RESTROOM
B014
MEN'S
LOCKER
ROOM
B013
GAS
METER
AND
REGULATING
ROOM
B002
STORAGE
B001a
STORAGE
B005
STAFF
BREAK
ROOM
B004
WOMEN'S
LOCKER
ROOM
B011
WOMENS
SHOWER
B009
STAIR
B007
AE301
AE301
AE301
'-4
33'-0"
'-1
/2
10'-4 1/2"
'-2
SECURITY
OFFICE
B027
CORRIDOR
B012
STORAGE
B015
IT ROOM
B020
MECHANICAL
B017
17'-2"
'-6
/2
'-1
1"
21'-1"
MC8 MC8
MC8
MC8
17'-9" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 16'-8" 1'-3"
'-1
'-0
3' -3
/2
'-1 0"
3"
'-8
/2
2' -3
/2
'-7
4' -5
9'
-6
4' -7
1' -0
/2
8' -3
18'-1" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 18'-1"
138'-1"
'-7
'-1
'-1
1/
2" 2'
-8
12'-8 1/2" 23'-2 1/2"
29'-10" 15'-7" 5'-1 1/2" 44'-7 1/2" 32'-0" 61'-5"
'-1
1/
2"
'-1
/2
'-1
'-9
5' -6
8"
VESTIBULE
B008
MEN'S
SHOWER
B014A
SERVICE
ELEVATOR
B025
CLOSET
B029
B011A
B027B
B028B
B003A
AE301
AE301
TANK
ROOM
B001b
ELEC
ROOM
E001
GL2
GL2 GL2
GL2
-1'-9"
AE301
AE301
AE351
FFE 109.5'
FFE 111.3'
FFE 109.5'
FFE 109.5'
38'-9"
'-1
1/
2"
B026
B019
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CGCG
CG CG
CG CG
13 13
MC8MC8
AE402
B020
MA8
TYP.
NEW 6' WIDE X 90" LONG +/- (VIF) 5" CONC WALK
W/ 6X6 1.4/1.4 WWM.CONTROL JOINTS @ 54"
O.C., LIGHT BROOM FINISH EXISITING
RETAINING WALL
ASSEMBLY
L1
L2
L2
AE351
AE351
Sim
AE351
Sim
FLOOR PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
NOT IN CONTRACT
FLOOR STRIPING FOR
WALKING PATH
NEW CONCRETE FLOOR SLAB TO
REPAIR DAMAGED SLAB - SEE
STRUCTURAL
TRUE
NORTH
FLOOR PLAN GENERAL NOTES
A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE
COTR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.
B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING
PERFORMANCE OF THE WORK.
C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.
D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR
TRAFFIC AND CONSTRUCTION WORK.
E. COORDINATE WORK INDICATED ON THIS DRAWING WITH FIRE PROTECTION, PLUMBING, MECHANICAL, AND
ELECTRICAL SYSTEMS INDICATED BY THOSE RESPECTIVE DOCUMENTS.
F. COORDINATE WORK WITH EQUIPMENT SUPPLIER/INSTALLER CONTRACTED SEPARATELY WITH THE OWNER.
G. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.
WATERPROOFING TO EXISTING WALLS.
NEW CONCRETE SLAB. SEET STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
EYE WASH STATION & SHOWER. SEE PLUMBING FOR ADDITIONAL INFORMATION.
HAND SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
FLOOR STRIPING FOR WALKING PATH, SEE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION.
ACCESS PANEL IN EXISTING OPENING.
ACCESS PANEL IN NEW OPENING.
PLATFORM AND STAIRS, COORDINATE WITH EQUIPMENT VENDOR FOR DIMENSIONS AND LOCATION.
STEEL EXPANSION JOINT COVER, SEE DETAIL S3/AE601.
NEW SLAB IN EXISTING SLAB HOLES. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
OPEN SHELVING
CAP EXISTING UNDERGROUND PIPES AND CONDUITS, APPLY WATER-PROOFING TO PIT INTERIOR, FILLE WITH CLEAN
DRY GRAVEL, INSTALL NEW 6" CONC. SLAB - SEE STRUCTURAL
NEW CIP CONC SUMP PIT, 18" BFF, 5 LOCATIONS. SEE DETAIL PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
HVAC CHASE FROM BELOW.
NEW MOP SINK, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
BOTTLE FILL STATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
PROVIDE STRUCTURAL SUPPORT AND LOUVER. SEE OTHER DISCIPLINES FOR ADDITIONAL INFORMATION
FLOOR PLAN KEY NOTES
1 17
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL FLOOR PLAN - BASEMENT
AE101-A
1/8" = 1'-0"AE101-A
1 BASEMENT FLOOR PLAN
0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
07/18/252 REVISION 02
11/22/241 REVISION 01
TRUE
NORTH
AE201
AE201
AE201
AE201
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
SOIL
TEXTILE
RECEIVING
LAUNDRY
SUPERVISOR
OFFICE
RESTROOM
RESTROOM
OFFICE
RECEPTION
CLEAN
TEXTILE
MAKE UP
VESTIBULE
OFFICE
TRAINING
ROOM
100A
AE301
AE301
AE301
AE301
33'-2"
'-2
119'-0"
'-1
/2
136'-5"
'-6
'-2
'-7
'-7
/2
'-6
/2
SOIL
TEXTILE
SORTING
WASHING
PRODUCTION
AIR LOCK
ROOM
SOIL CART
STAGING
CART
WASHING
CLEAN
CART
STAGING
FLATWORK
FINISHING
CART
MAKE UP
SERVICE
ELEVATOR
B025
EQUIPMENT
SPACE
DRYING
PRODUCTION
4" 21'-1" 31'-4"13 '-9
/2
52'-6"
GA6
GA6
GA6
17'-9" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 16'-8" 1'-3"
'-1
'-0
3' -3
/2
'-1 0"
3"
'-8
/2
2' -3
/2
'-7
4' -5
9'
-6
4' -7
1' -0
/2
8' -3
18'-1" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 18'-1"
4"
'-9
/2
'-9
/2
'-2
/2
27'-4 1/2" 23'-4" 138'-1"
263'-7" 6'
-0
6' -0
8'-4"
'-9
/2
GA6
7A
112C
112B
118A 116A
AE301
AE301
'-1
1/
2" 4'
-7
/2
0"
3' -6
AE301
AE301
AE401
AE401
AE401
AE351
AE351
W1
W1
W1
W1
FFE 120.5'
FFE 120.5'
FFE 120.5'
FFE 120.5'
39'-3" 35'-7"
'-9
/2
7'-8" 15'-4"
3'-0" 4'-8"
SB3
GA6
GK4
GK4
GK4
W1
W1 W1 W1 W1 W1 W1 W1GA6
3'-0"
W1
W1
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG
CG CG CG CG CG
CG CG
CG
CG
CG
CG CG
CG
CG
CG
CG
7'-8"
1'-0"
113'-0"
5' -9
4'
-0
HSKP
104A
104B
GK6
GA6
3'-0"
'-0
4'-0" 9'-1" 6'-3"
AE451
AE451
AE401
4' -0
9'
-0
AE402
4"
AE451
4A
4B
5A
5B
2 2
FLOOR PLAN LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
1-HOUR FIRE BARRIER
NOT IN CONTRACT
FLOOR STRIPING FOR
WALKING PATH
NEW CONCRETE FLOOR SLAB TO
REPAIR DAMAGED SLAB - SEE
STRUCTURAL
FLOOR PLAN GENERAL NOTES
A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE
COTR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.
B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING
PERFORMANCE OF THE WORK.
C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.
D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR
TRAFFIC AND CONSTRUCTION WORK.
E. COORDINATE WORK INDICATED ON THIS DRAWING WITH FIRE PROTECTION, PLUMBING, MECHANICAL, AND
ELECTRICAL SYSTEMS INDICATED BY THOSE RESPECTIVE DOCUMENTS.
F. COORDINATE WORK WITH EQUIPMENT SUPPLIER/INSTALLER CONTRACTED SEPARATELY WITH THE OWNER.
G. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.
WATERPROOFING TO EXISTING WALLS.
NEW CONCRETE SLAB. SEET STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
EYE WASH STATION & SHOWER. SEE PLUMBING FOR ADDITIONAL INFORMATION.
HAND SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
FLOOR STRIPING FOR WALKING PATH, SEE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION.
ACCESS PANEL IN EXISTING OPENING.
ACCESS PANEL IN NEW OPENING.
PLATFORM AND STAIRS, COORDINATE WITH EQUIPMENT VENDOR FOR DIMENSIONS AND LOCATION.
STEEL EXPANSION JOINT COVER, SEE DETAIL S3/AE601.
NEW SLAB IN EXISTING SLAB HOLES. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
OPEN SHELVING
CAP EXISTING UNDERGROUND PIPES AND CONDUITS, APPLY WATER-PROOFING TO PIT INTERIOR, FILLE WITH CLEAN
DRY GRAVEL, INSTALL NEW 6" CONC. SLAB - SEE STRUCTURAL
NEW CIP CONC SUMP PIT, 18" BFF, 5 LOCATIONS. SEE DETAIL PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
HVAC CHASE FROM BELOW.
NEW MOP SINK, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
BOTTLE FILL STATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
FLOOR PLAN KEY NOTES
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL FLOOR PLAN - FIRST FLOOR
AE101-B
0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
1/8" = 1'-0"AE101-B
1 1ST FLOOR PLAN
GC to verify distance required
GC to verify distance required
AE201
AE201
A.1
A.1
A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
AE301
AE301
AE301
AE301
EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED STRUCTURE EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED STRUCTURE
EXPOSED
STRUCTURE
EXPOSED STRUCTURE
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
E X
P O
S E
D S
TR
U
C
TU
R E
EXP. STR.
E X
P O
S E
D S
TR
U
C
TU
R E
EXP. STR.
E X
P O
S E
D S
TR
U
C
TU
R E
AE301
AE301
AE301
AE301
AE451
AE451
AE351
AE351
Sim
AE3514
AE351
Sim
AE351
Sim
REFLECTED CEILING PLAN LEGEND
SUPPLY DIFFUSER/ RETURN AIR GRILLE - SEE
MECHANICAL
ACOUSTICAL CEILING
EXIT LIGHTING - SEE ELECTRICAL
LAY-IN LIGHT FIXTURE - SEE ELECTRICAL
1-HOUR FIRE BARRIER
AREA NOT IN CONTRACT
FUTURE OVERHEAD RAIL SYSTEM
(BY OTHERS)
RCP GENERAL NOTES
A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE
COTR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.
B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING
PERFORMANCE OF THE WORK.
C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.
D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR
TRAFFIC AND CONSTRUCTION WORK.
E. COORDINATE WORK INDICATED ON THIS DRAWING WITH FIRE PROTECTION, PLUMBING, MECHANICAL, AND
ELECTRICAL SYSTEMS INDICATED BY THOSE RESPECTIVE DOCUMENTS.
F. COORDINATE WORK WITH EQUIPMENT SUPPLIER/INSTALLER CONTRACTED SEPARATELY WITH THE OWNER.
G. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.
H. INCLUDE ALL OVERHEAD CEILING WORK NECESSARY TO RESTORE EXISTING CEILINGS AFTER STRUCTURAL
REMEDIATION TO FLOOR ABOVE. THIS WILL INCLUDE, BUT IS NOT LIMITED TO, REPLACEMENT OF EXISTING ACT CEILINGS HVAC, PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS. MATERIALS TO BE REMOVED, TO THE EXTENT POSSIBLE, SHOULD BE RETAINED FOR REINSTALLATION AFTER COMPLETION OF STRUCTURAL
REMEDIATION.
REPLACE CEILING WHEN STRUCTURAL REMEDIATION HAS BEEN COMPLETED.
RCP KEY NOTES
FLOOR SUPPORTED TRACK SYSTEM, COORDINATE WITH EQUIPMENT VENDOR.2
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL REFLECTED CEILING PLAN -
BASEMENT
AE111-A
1/8" = 1'-0"AE111-A
1 BASEMENT REFLECTED CEILING PLAN
0' 4' 8' 16' 24'
TRUE
NORTH
AE201
AE201
AE201
AE201
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7
6.2
2.1
2.2
3.2
4.1
5.1
A B C D E F G H I
AE301
AE301
AE301
AE301
AE301
AE301
AE301
AE301
AE121
TYP.
AE451
AE121
TYP.
ROOF PLAN GENERAL NOTES
A. REPAIR ALL ROOF PENETRATIONS AS NEEDED TO
INSTALL NEW WORK.
B. APPROXIMATE LOCATION OF ROOF LEAKS,
COORDINATE REPAIRS WITH ROOF WARRANTY
HOLDER.
EXHAUST FANS, SEE MECHANICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
ROOF PLAN KEY NOTES
METAL ROOF DECK ON STEEL
STRUCTURE- SEE STRUCTURAL
COVER BOARD
R-20 MIN POLYISO INSULATION
COVER BOARD
TPO ROOF SYSTEM
TURN ROOFING UP UNDER FLASHING
1/2" SHEATHING ON 2x4 PT FRAMING @ 16" OC
W/ BATT INSULATION
METAL FLASHING
METAL COUNTERFLASHING
ROOFTOP EQUIPMENT
METAL FLASHING
CONTINUOUS PRE-
FABRICATED CURB SLOPE TO
MATCH EXISTING ROOF
- SEE MECHANICAL
METAL
COUNTERFLASHING
SCREW
FASTEN WATERTIGHT
TO DUCT
EXIST METAL ROOF DECK
MECHANICAL DUCTWORK
- SEE MECHANICAL
" M
IN
OPENING
SLOPE
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL ROOF PLAN
AE121
1/8" = 1'-0"AE121
1 ROOF PLAN
0' 4' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
1 1/2" = 1'-0"AE121
2 TYPICAL EQUIPMENT CURB DETAIL
1 1/2" = 1'-0"AE121
3 TYPICAL ROOF CURB DETAIL
BASEMENT
0"
1ST FLOOR
11'-0"
LOW PARAPET
23'-6"
A.1A.8B.8C.8D.8E.8F.8G.8H.7 ABCDEFGHI
AE301
SUB-BASEMENT
-1'-9"
HI ROOF DECK
28'-6"
HI PARAPET
29'-10"
EXISTING METAL CORRUGATED
PANELS TO REMAIN
ALL EXISTING
FENESTRATION TO
HAVE NEW SEALANT.
AE301
3' -0
8"
3' -0
8" 2'
-0
F.
V
6'
-5
/2
F.
V
5'
-3
/2
L2 L1
AE351
BASEMENT
0"
1ST FLOOR
11'-0"
LOW PARAPET
23'-6"
8 7 6.2 6 5 4 3 2.12.23.24.15.1
AE301
SUB-BASEMENT
-1'-9"
HI ROOF DECK
28'-6"
HI PARAPET
29'-10"
EXISTING METAL CORRUGATED
PANELS TO REMAIN
ALL EXISTING
FENESTRATION TO HAVE
NEW SEALANT.
AE301
BASEMENT
0"
1ST FLOOR
11'-0"
LOW PARAPET
23'-6"
876.265432.1 2.2 3.2 4.1 5.1 3
AE301
SUB-BASEMENT
-1'-9"
HI ROOF DECK
28'-6"
HI PARAPET
29'-10"
1 2
EXISTING METAL CORRUGATED
PANELS TO REMAIN
ALL EXISTING
FENESTRATION TO HAVE
NEW SEALANT.
AE301
F.
V
6'
-6
/2
L2
1ST FLOOR
11'-0"
LOW PARAPET
23'-6"
A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7A B C D E F G H I
AE301
HI ROOF DECK
28'-6"
HI PARAPET
29'-10"
EXISTING METAL CORRUGATED
PANELS TO REMAIN
ALL EXISTING
FENESTRATION TO HAVE
NEW SEALANT.
AE301
ELEVATION GENERAL NOTES:
A. NO WORK TO BE DONE TO EXISTING EXTERIOR WALLS.
B. APPLY NEW SEALANT TO ALL WINDOWS, DOORS,
LOUVERS, PIPE PENETRATIONS AND ATTACHMENT
POINTS OF STAIRCASE & LANDINGS.
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL EXTERIOR ELEVATIONS
AE201
1/8" = 1'-0"AE201
1 EAST ELEVATION
1/8" = 1'-0"AE201
2 NORTH ELEVATION
1/8" = 1'-0"AE201
3 SOUTH ELEVATION
1/8" = 1'-0"AE201
4 WEST ELEVATION
0' 4' 8' 16' 24'
1ST FLOOR
11'-0"
F
HI ROOF DECK
28'-6"
EXISTING ROOF SYSTEM
EXISTING STRUCTURAL SYSTEM
5/8" GWB
6" MTL STUDS
EXISTING FLOOR
STRUCTURE
STOREFRONT,
SEE SHEET AE601
1ST FLOOR
11'-0"
6.2
EXISTING ROOF SYSTEM
EXISTING STRUCTURAL SYSTEM
EXISTING 6" MTL STUDS AND 5/8"
GYP WALL
5/8" GWB
6" MTL STUDS
EXISTING FLOOR
STRUCTURE
NEW CEILING, SEE FINISH
SCHEDULE
BASEMENT
0"
APPLY WATERPROOFING TO
EXISTING WALLS AND EXTEND TO
EXISTING FLOOR SLAB
EXISTING CONCRETE
FOUNDATION WALL
EXISTING CONCRETE SLAB
BASEMENT
0"
1ST FLOOR
11'-0"
SUB-BASEMENT
-1'-9"
EXISTING STEEL WALL
PANEL SYSTEM
(PEMB)
2' -8
5/8" GYPSUM BOARD
4" METAL STUD
6' -7
REGLET FLASHING, BACKER ROD AND
SEALANT W/ METAL TERMINATION BAR
AND COUNTERFLASHING.
PROVDE METAL DUCT
CLOSURE & WATER TIGHT
SEAL AS REQUIRED-4 SIDES
DRIP EDGE AT BOTTOM SIDE
DUCT AND INSULATION -
SEE MECHANICAL
DUCT STRUCTURAL
SUPPORT,
SEE STRUCTURAL
BASEMENT
0"
1ST FLOOR
11'-0"
SUB-BASEMENT
-1'-9"
O P
E N
IN
G
3' -4
LOUVER
F.
V
EXISTING STEEL WALL
PANEL SYSTEM
(PEMB)
5/8" GYPSUM BOARD
4" METAL STUD
MECHANICAL
DUCTWORK,
SEE
MECHANICAL
LOUVER
STRUCTURAL
SUPPORT,
SEE
STRUCTURAL
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL WALL SECTIONS
AE351
3/4" = 1'-0"AE351
1 WALL SECTION AT WASHING PRODUCTION
3/4" = 1'-0"AE351
2 WALL SECTION AT WASHING PRODUCTION
3/4" = 1'-0"AE351
5 BASEMENT WATERPROOFING DETAIL
3/4" = 1'-0"AE351
3 WALL SECTION AT DUCTWORK WALL PENETRATION
07/18/252 REVISION 02
3/4" = 1'-0"AE351
4 WALL SECTION AT LOUVER WALL PENETRATION
F.8 G.8 H.7
6.2
F G H
I
NN
OO
AE301
AE451
AE351
AE351
WASHING
PRODUCTION
DRYING
PRODUCTION
GA6
GA6
GA6
112B
AE4514
AE401
AE401
AIR LOCK
ROOM
SB3
W1
W1
W1
W1
W1
W1
W1 W1 W1 W1 W1 W1 W1 W1
4' -0
1'
-0
E Q
U
IP
M E
N T
O P
E N
IN
G
7' -4
2'
-8
4' -0
1'
-0
4' -0
1'
-0
4' -0
2'
-6
4' -0
5'
-0
1' -1
/2
6"
10 1/2" 7'-6" 3'-0" 10'-3"
EQUIPMENT OPENING
7'-1"
2'-10"
EQUIPMENT OPENING
7'-1"
2'-4 1/2" 4'-0" 1'-0" 4'-0" 1'-0" 4'-0" 8'-0" 4'-0" 1'-0" 4'-0" 3'-1" 4'-0" 1'-0" 4'-0" 1'-0" 4'-0" 2'-1"
112C
OVERHEAD TRACK SUPPORT
COLUMNS BY OTHERS
C
LR
1'
-6
CLR.
1'-6"
SB3
SB3
SB3
SB3
G.8
6.2
H
7 1/2"
7"
3'-0"
5"
1'-0"
112C
GA6
2.1
F G H I
CLEAN
CART
STAGING
FLATWORK
FINISHING
NEW SLAB IN EXISTING
SLAB HOLES. SEE
STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION.
NEW SLAB IN EXISTING TRENCH.
SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION. 5'-4" 3'-4" 3'-4" 5'-4"
114A 114B 115A 115B
A
AE4016
AE401
AE401 9
FLATWORK
FINISHING
CART
MAKE UP
3' -2
EQ EQ EQ EQ
15'-4 1/2"
1ST FLOOR
11'-0"
1st Floor 120' - 6"
5'-5"
3' -2
15'-4 1/2"
3'-11" 3'-9 1/2" 3'-9 1/2" 3'-11"
3' -2
A.1
2.1
A
104B
GK6
GA6
GK6
GK6
HSKP
104A
RESTROOM
CART
MAKE UP
4'-1"
9' -9
1' -1
0"
AE451 5
TRUE
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL ENLARGED FLOOR PLANS &
DETAILS
AE401
1/4" = 1'-0"AE401
5 1ST FLOOR ENLARGED PLAN - WASHING PRODUCTION
1/2" = 1'-0"AE401
2 1ST FLOOR ENLARGED PLAN - WASHING PRODUCTION MECHANICAL CHASE
1/2" = 1'-0"AE401
3 1ST FLOOR ENLARGED PLAN - WASHING PRODUCTION DOORWAY
1/4" = 1'-0"AE401
4 1ST FLOOR ENLARGED PLAN 4
1/4" = 1'-0"AE401
8 1ST FLOOR ENLARGED PLAN - STAIR
3/8" = 1'-0"AE401
6 RAILING ELEVATION EAST
3/8" = 1'-0"AE401
7 RAILING ELEVATION SOUTH
3/8" = 1'-0"AE401
9 RAILING ELEVATION WEST
1/4" = 1'-0"AE401
1 HSKP ENLARGED PLAN
B
SEE SCHED
S E
E S
C H
E D
U
LE
9"
3' -6
" MG-1
A
SEE SCHED
S E
E S
C H
E D
U
LE
3"
2' -9
DOOR TYPES
NTS
FRAME TYPES
NTS
S E
E S
C H
E D
U
LE
2" SEE SCHED
2"
2" 2" SEE SCHED
2"
EQ 2"
S E
E S
C H
E D
U
LE
2"
5'-0"
C
SEE SCHEDULE
S E
E S
C H
E D
U
LE
9"
3' -6
" MG-1
3"
2' -9
CMU
FRAME PER SCHEDULE -
GROUT SOLID
DOOR PER SCHEDULE
CMU LINTEL
FRAME PER SCHEDULE -
GROUT SOLID
DOOR PER SCHEDULE
FRAME PER SCHEDULE
DOOR PER SCHEDULE
TRANSITION STRIP AS
APPROPRIATE
FLOOR FINISH PER
SCHEDULE
PARTITION PER TYPE
SEALANT, EACH SIDE
FRAME PER SCHEDULE
DOOR PER SCHEDULE
DOUBLE METAL TRACK
PARTITION PER
TYPE
SEALANT, EACH SIDE
FRAME PER SCHEDULE
DOOR PER SCHEDULE
DOUBLE METAL STUD
JAMB ANCHOR
FRAME PER SCHEDULE
DOOR PER SCHEDULE
TRANSITION STRIP AS
APPROPRIATE
FLOOR FINISH PER
SCHEDULE
SILL DETAIL
SCALE: 3"=1'-0"
S1
JAMB DETAIL
SCALE: 3"=1'-0"
J1
HEAD DETAIL
SCALE: 3"=1'-0"
H1
HEAD DETAIL
SCALE: 3"=1'-0"
H2
JAMB DETAIL
SCALE: 3"=1'-0"
J2
SILL DETAIL
SCALE: 3"=1'-0"
S2
SILL DETAIL
SCALE: 3"=1'-0"
S3
FLOOR FINISHES AS
SCHEDULED
FASTEN ONE SIDE ONLY TO
ACCOMMODATE ANY MOVEMENT IN
EXPANSION JOINT
STEEL TREAD PLATE TO
COVER 16" EXPANSION
JOINT GAP
WINDOW TYPES
NTS
W1
4'-0"
6' -0
A
FF
2'
-8 " G-1
H5
J5
J5
LOUVER TYPES
NTS
9'-6"
5' -0
E
LE
V
S E
E
J6
H6
L1
4'-9" 3'
-0 " J6
H6
S6
E
LE
V S
E E
L2
S6
GLAZING TYPE:
G1 : 1/4" CLEAR TEMPERED GLASS
SIMILAR
FRAME PER SCHEDULE
DOOR PER SCHEDULE
TRANSITION STRIP AS
APPROPRIATE
FLOOR FINISH PER
SCHEDULE
EXISTING METAL
PANEL EXTERIOR
SEALANT, EACH SIDE
FRAME PER SCHEDULE
DOOR PER SCHEDULE
8" METAL GIRT
SEALANT, EACH SIDE
FRAME PER SCHEDULE
SIDELIGHT GLAZING
JAMB ANCHOR
SILL DETAIL
SCALE: 3"=1'-0"
S4
JAMB DETAIL
SCALE: 3"=1'-0"
J4
HEAD DETAIL
SCALE: 3"=1'-0"
H4
EXISTING METAL
PANEL EXTERIOR
8" METAL GIRT
METAL FLASHING
METAL FLASHING
ROOM FINISH SCHEDULE GENERAL NOTES:
A. PROVIDE TRANSITION STRIP AT FLOORING FINISH CHANGE.
B. FINISH COLOR SELECTIONS AND THEIR LOCATIONS TO BE VERIFIED AND APPROVED BY COR.
ROOM FINISH SCHEDULE REMARKS:
1. REPAIR EXISTING FINISHES AS REQUIRED BY NEW WORK.
2. NO NEW FINISHES.
3. PAINT STAIRS, RAILINGS, & PLATES P-2.
FINISH LEGEND (BASIS OF DESIGN)
PAINT (P & P(SC))
BENJAMIN MOORE
(P1) TYPICAL WALLS; BM# HC-81 MANCHESTER TAN
(P2) CORRIDOR WALLS; BM# HC-172 REVERE PEWTER
(P3) TYPICAL CEILINGS; BM# OC-131 WHITE DOWN
LUXURY VINYL TILE (LVT#)
(LVT1) TYPICAL; MATCH EXISTING
EPOXY RESINOUS FLOOR (ERF-#)
(ERF-1) TYPICAL; MATCH EXISTING
(ERF-2) SW CERAMIC CARPET #341 SAHARA
(ERF-3) SW CERAMIC CARPET #341 SAHARA OVER CEMENTITOUS
LEVELING COMPOUND
RESILIENT BASE (RB)
(RB-1) JOHNSONITE TRADITIONAL WALL BASE; SHORELINE 280
WALL PROTECTION (WP)
(WP-1) PLYWOOD TO 8'-0" AFF, PAINTED BM# HC-172 REVERE PEWTER
(WP-2) PLYWOOD TO 4'-0" AFF, PAINTED BM# HC-172 REVERE PEWTER
(WP-3) METAL PANELS TO MATCH EXISTING
HANDRAIL & STAIR RAILS (HR)
(HR-1) TYPICAL: STEEL PIPE RAIL, PAINTED BM# HC-172 REVERE
PEWTER
CRASH RAIL
N/A
CORNER GUARD (CG)
(CG-1) 3X3X3/16 STEEL L TO 4' AFF, PAINTED, BM# HC-172 REVERE
PEWTER
MIRROR (MR)
N/A
ACOUSTICAL CEILING TILE - AT, AT(SP),
(AT) MATCH EXISTING
SCHEDULED FRAME
SCHEDULED LOUVER TYPE
METAL FLASHING
METAL PLATE
EXIST STEEL WALL
PANEL SYSTEM
(PEMB)
HEAD DETAIL
SCALE: 3"=1'-0"
H6
BACK ROD AND SEALANT
SCHEDULED
LOUVER TYPE
EXIST STEEL WALL
PANEL SYSTEM
(PEMB)
JAMB DETAIL
SCALE: 3"=1'-0"
J6
METAL PLATE
METAL CAP FLASHING
COUNTER FLASHING
METAL ANCHOR PLATE
SILL DETAIL
SCALE: 3"=1'-0"
S6
BACK ROD AND SEALANT
NOTE: ALL ANCHORAGE PER MANUFACTURE REQUIREMENTS
NOTE: ALL ANCHORAGE PER MANUFACTURE REQUIREMENTS
NOTE: ALL ANCHORAGE PER MANUFACTURE REQUIREMENTS
PARTITION PER TYPE
SEALANT, EACH SIDE
WINDOW PER TYPE
DOUBLE METAL TRACK
JAMB DETAIL
SCALE: 3"=1'-0"
J5
HEAD DETAIL
SCALE: 3"=1'-0"
H5
DOUBLE METAL STUD
PARTITION PER TYPE
SEALANT, EACH SIDE
WINDOW PER TYPE
GLAZING PER TYPE
GLAZING PER TYPE
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
DATE:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
100% SUBMITTAL
512 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date CheckedFULLY SPRINKLERED
STAMP
STE. 400
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
DN/SV SV/ZN
UPGRADE VISN 1 LAUNDRY BLDG. 45
523A5-10-316
BROCKTON, MA
08-21-2024 REVISIONS:
MECHANICAL, ELECTRICAL, &
PLUMBING ENGINEERING SERVICES:
CLARKNEXSEN
3920 ARKWRIGHT ROAD SUITE 385
MACON, GA 31210
478.314.1206 DIRECT
478.743.8415 OFFICE
GEORGE SIMPSON
STRUCTURAL ENGINEERING
SERVICES:
INNOVATIVE ENGINEERING, INC.
3380 TRICKUM ROAD
BLDG 500 SUITE 100
WOODSTOCK, GA 30188
678-883-5862 DIRECT
770-517-5508 FAX
STEPHEN MORGAN
COST ESTIMATING SERVICES:
AXIAS, INC.
225 REINEKERS LANE, SUITE 200
ALEXANDRIA, VA 22314
703-706-0400
GEORGE SHIELDS
LAUNDRY EQUIPMENT VENDOR
SERVICES:
LAUNDRY DESIGN GROUP, LLC
5940 S RAINBOW BLVD, LAS
VEGAS NV USA 89118
1-855-226-3500
BOB CORFIELD
ARCHITECTURAL WINDOW, DOOR AND FRAME
TYPES, SCHEDULES AND DETAILS
AE601
ROOM FINISH SCHEDULE
ROOM NO. ROOM NAME FLOOR BASE EAST WALL NORTH WALL SOUTH WALL WEST WALL WAINSCOT WAINSCOT HT. CEILING CLG. HT. REMARKS
100 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
100A TRAINING ROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
101 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
102 RECEPTION EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
103 CLEAN TEXTILE MAKE UP EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 11'-0" 2
104 CART MAKE UP ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST EXIST 12'-0" 1
104A HSKP EXIST EXIST P-1 P-1 P-1 P1 FRP PANEL 4'-0" P-3 8'-0"
105 EQUIPMENT SPACE ERF-3 EXIST WP-3 EXIST WP-3 P1 EXIST P-3 15'-0"
106 FLATWORK FINISHING ERF-3 EXIST P-1 P-1 P-1 P1 WP-1 (NORTH) 4'-0" P-3 16'-8"
107 RESTROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
108 RESTROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
109 LAUNDRY SUPERVISOR OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 8'-0" 2
110 VESTIBULE ERF-1 RB-1 P-1 P-1 P-1 P1 EXIST ACT (EXIST) 10'-10"
111 CLEAN CART STAGING ERF-3 EXIST P-1 P-1 P-1 P1 EXIST P-3 10'-10"
112 DRYING PRODUCTION ERF-3 EXIST P-1 WP-3 (EXIST) EXIST P1 EXIST P-3 15'-0"
113 WASHING PRODUCTION ERF-3 EXIST P-1 P-1 P-1 P-1 WP-1 4'-0" P-3 16'-8"
114 CART WASHING ERF-3 EXIST P-1 EXIST P-1 P-1 EXIST P-3 10'-10"
115 SOIL CART STAGING ERF-3 EXIST P-1 P-1 EXIST P-1 EXIST P-3 10'-10"
116 SOIL TEXTILE SORTING ERF-3 EXIST P-1 P-1 P-1 P-1 EXIST P-3 16'-6"
117 SOIL TEXTILE RECEIVING EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"
118 AIR LOCK ROOM ERF-3 EXIST P-1 P-1 P-1 P-1 WP-1 (WEST) 4'-0" P-3 10'-6"
B001a STORAGE EXIST EXIST P-1 EXIST P-1 P-1 WP-2 (S & W) 8'-0" P-3 10'-6"
B001b TANK ROOM EXIST EXIST P-1 P-1 EXIST P-1 WP-2 (N & W) 8'-0" P-3 8'-0"
B002 GAS METER AND REGULATING ROOM ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 8'-3"
B003 MECHANICAL ROOM ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 8'-6"
B004 STAFF BREAK ROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0" 1
B005 STORAGE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 8'-6" 2
B006 CORRIDOR ERF-2 RB-1 P-2 P-2 P-2 P-2 EXIST P-3 8'-6"
B007 STAIR ERF-2 EXIST P-2 P-2 P-2 P-2 EXIST P-3 8'-6" 3
B008 VESTIBULE ERF-2 RB-1 P-2 P-2 P-2 P-2 EXIST P-3 8'-6"
B009 WOMENS SHOWER ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0" 1
B009A WOMENS TOILET ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0" 1
B010 WOMEN'S RESTROOM ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0" 1
B011 WOMEN'S LOCKER ROOM ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0"
B012 CORRIDOR ERF-2 EXIST P-2 P-2 P-2 P-2 EXIST P-3 8'-8"
B013 MEN'S LOCKER ROOM ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0"
B014 MEN'S RESTROOM ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0"
B014A MEN'S SHOWER ERF-1 EXIST EXIST EXIST EXIST EXIST EXIST ACT (EXIST) 7'-0"
B015 STORAGE ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 8'-0"
B017 MECHANICAL EXIST EXIST EXIST EXIST EXIST EXIST EXIST P-3 10'-6" 1
B018 MECH & CHEM STORAGE EXIST EXIST EXIST EXIST EXIST EXIST EXIST P-3 10'-6" 1
B019 HAC ERF-1 EXIST EXIST EXIST EXIST EXIST FRP PANEL 4'-0" P-3 8'-6"
B020 IT ROOM ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 10'-6"
B022 CONTROLLER ROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 8'-0" 2
B023 MECHANICAL SHOP ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 8'-0"
B024 MECHANICAL STORAGE ERF-2 EXIST P-1 P-1 P-1 P-1 EXIST P-3 8'-0"
B025 SERVICE ELEVATOR EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 31'-6" 2
B026 LINEN STORAGE ERF-2 RB-1 P-1 P-1 P-1 P-1 EXIST P-3 10'-6"
B027 SECURITY OFFICE…
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