Keller Hall Drawings.pdf
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- Attached to
- WVSDB Keller Hall Updates
- Solicitation number
- CRFQ 0403 DBS2600000008 2
- Issued by
- Hampshire County, West Virginia
About this file
This file comprises construction documents for Keller Hall Renovations at WV Schools for the Deaf and Blind, located at 301 East Main Street in Romney, West Virginia. The project involves comprehensive renovation work across three floors of the residential and educational facility, with construction documents prepared by The Thrasher Group, Inc. as the architecture and engineering firm. The scope encompasses architectural, plumbing, and electrical systems renovation, including demolition of existing finishes and installation of new fixtures, flooring, ceilings, windows, doors, and building systems. The project includes two distinct areas (Areas A and B) across ground, first, and second floors, with detailed floor plans, demolition plans, building elevations, schedules, and system details. The construction documents are dated January 16, 2025, and include specifications for compliance with the 2018 International Building Code, 2018 International Plumbing Code, 2018 International Mechanical Code, 2021 NFPA 101 Life Safety Code, 2020 NFPA 70 National Electric Code, and WV State codes adopted as of May 1, 2024 and August 1, 2022.
The documents specify detailed renovation requirements including removal of existing sheet vinyl flooring and preparation for new epoxy floors with terrazzo flecks, replacement of toilet partitions and doors, window replacements with new single-hung units, new shower installations with pressure-balancing valves, new plumbing fixtures including water closets and lavatories, new electrical outlets and lighting systems, and structural column wrapping with precast concrete. The project architect is Amanda J. Cheuvront (WV License #4653), and the MEP engineer is Ken Smith, PE. Plumbing systems include new water heaters (Vaughn models EWH-1 and EWH-2), expansion tanks, mixing valves, and comprehensive piping modifications throughout all three floors. Electrical work includes new distribution panels, lighting fixtures, receptacles, fire alarm systems, access control systems with card readers and electronic strikes, and emergency lighting. Material specifications detail requirements for copper piping, PVC drainage piping, gypsum board partitions, acoustic ceiling tiles, and various MEP equipment with specific manufacturer requirements and fire-stopping details throughout the building.
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Text version
C
AD
F
IL
E:
THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP, INC. REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON WITHOUT PRIOR WRITTEN PERMISSION IS STRICTLY PROHIBITED. COPYRIGHT © 2025 THE THRASHER GROUP, INC.
VICINITY MAP
FOR AGENCY REVIEW DATE: _________ BY: ________
FOR BIDDING DATE: _________ BY: ________
FOR CONSTRUCTION DATE: _________ BY: ________
GENERAL WV CODE COMPLIANCES
PROJECT INFORMATION
U
SER
PLO
T D
ATE/TIM
E:
OWNER INFORMATIONPROJECT DATA
PROJECT ARCHITECT: ARCHITECTURE
AMANDA J. CHEUVRONT
ARCHITECT WV #4653
ACHEUVRONT@THETHRASHERGROUP.COM
304.343.7601
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL MECHANICAL CODE
2021 NFPA 101 - LIFE SAFETY CODE
2020 NFPA 70 - NATIONAL ELECTRIC CODE
2017 ICC A117.1 STANDARD FOR ACCESSIBLE
AND USABLE BUILDINGS AND FACILITIES
ASHRAE 90.1-2013 ENERGY STANDARD FOR
BUILDINGS
WV STATE FIRE CODE - ADOPTED MAY 1, 2024
WV STATE BUILDING CODE - ADOPTED AUG 1, 2022
1000 CORPORATE LANDING
CHARLESTON, WV 25311
MEP
PROJECT No.
CLIENT
PROJECT ENGINEER:
KEN SMITH, PE
KESMITH@THETHRASHERGROUP.COM
304.343.7601
DESIGN PROFESSIONAL
MAKILA CARR
MCARR@THETHRASHERGROUP.COM
304.343.7601
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\K el le r H al l.r vt M
JC WVSDB KELLER HALL RENOVATIONS
CONSTRUCTION DOCUMENTS
JANUARY 16, 2025
ROMNEY, WV
T60-11228
SHEET INDEX
SHEET NUMBER SHEET NAME
AD1.01 GROUND FLOOR DEMOLITION - AREA A
AD1.02 GROUND FLOOR DEMOLITION - AREA B
AD1.03 FIRST FLOOR DEMOLITION - AREA A
AD1.04 FIRST FLOOR DEMOLITION - AREA B
AD1.05 SECOND FLOOR DEMOLITION - AREA A
AD1.06 SECOND FLOOR DEMOLITION - AREA B
A1.01 GROUND FLOOR PLAN - AREA A
A1.02 GROUND FLOOR PLAN - AREA B
A1.03 FIRST FLOOR PLAN - AREA A
A1.04 FIRST FLOOR PLAN - AREA B
A1.05 SECOND FLOOR PLAN - AREA A
A1.06 SECOND FLOOR PLAN - AREA B
A1.11 ENTRY PORCH RCP DEMOLITION & NEW WORK
A2.01 BUILDING ELEVATIONS
A2.02 BUILDING ELEVATIONS
A6.01 SCHEDULES & DETAILS
P1.01 LEGENDS & GENERAL NOTES
P1.02 SCHEDULES - PLUMBING
PD2.01 DEMOLITION GROUND FLOOR PLAN "A" - PLUMBING
PD2.02 DEMOLITION GROUND FLOOR PLAN "B" - PLUMBING
PD2.03 DEMOLITION FIRST FLOOR PLAN "A" - PLUMBING
PD2.04 DEMOLITION FIRST FLOOR PLAN "B" - PLUMBING
PD2.05 DEMOLITION SECOND FLOOR PLAN "A" - PLUMBING
PD2.06 DEMOLITION SECOND FLOOR PLAN "B" - PLUMBING
P2.00 BELOW GROUND FLOOR PLAN "A" - PLUMBING
P2.01 GROUND FLOOR PLAN "A" - PLUMBING
P2.02 GROUND FLOOR PLAN "B" - PLUMBING
P2.03 FIRST FLOOR PLAN "A" - PLUMBING
P2.04 FIRST FLOOR PLAN "B" - PLUMBING
P2.05 SECOND FLOOR PLAN "A" - PLUMBING
P2.06 SECOND FLOOR PLAN "B" - PLUMBING
P5.01 DETAILS - PLUMBING
P5.02 DETAILS - PLUMBING
E1.01 LEGEND AND FIXTURE SCHEDULE
E2.01 POWER PLAN GROUND FLOOR - ELECTRICAL
E2.02 POWER PLAN FIRST FLOOR - ELECTRICAL
DESCRIPTION:
IBC CONSTRUCTION TYPE:
IBC OCCUPANCY TYPE:
NFPA CONSTRUCTION TYPE:
NFPA OCCUPANCY GROUP:
FULLY SPRINKLED:
PROJECT LOCATION WV SCHOOLS FOR THE DEAF AND BLIND
301 EAST MAIN ST
ROMNEY, WV 26757
304.822.4800
JACOB BONAR
JACOB.BONAR@K12.WV.US
304.558.2969
01/16/25 AJC
01/16/25 AJC
WV SCHOOLS FOR THE DEAF AND BLIND
301 EAST MAIN ST
ROMNEY, WV 26757
304.822.4800
UP
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.
A2.01
A2.02
A2.02 1
A6.01
8' -0
'-4
'-0
8'
-0
5'-0" 8'-0" 17'-4" 8'-0" 5'-0" 14'-3" 8'-0" 8'-11" 8'-0" 15'-3" 21'-2 3/8"
1' -4
1'
-4
1' -4
1'-4"
1'-4"
43'-4" 55'-1"
7'-8" 13'-4" 13'-4" 13'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
4'- 8"
9'- 4"
9'- 4"
4'- 8"
8'- 0"
'-3
8'- 0 1
/8"
'-4
D1
D3
D4
D5 D5 D5 D5
3' -8
D8 D8 D8 D8 D8 D8 D8 D8
D8 D8 D8
29 SF
TLT
157 SF
STAIR
61 SF
ELV
191 SF
STORAGE
72 SF
EQUIP RM
368 SF
DINING
158 SF
STAIR
937 SF
CORRIDOR
72 SF
ELEC
29 SF
TLT
578 SF
PLAY RM
032571 SF
RCS
033319 SF
STORAGE
035159 SF
STAIR
036244 SF
STORAGE
60 SF
MECH
128 SF
DRY FOOD
STOR
688 SF
FOOD PREP
37 SF
TLT
43 SF
JC
90 SF
NON FOOD
STOR
161 SF
SERVERY
1556 SF
CO-ED
RECREATION
179 SF
DISHWASH
133 SF
WALK-IN
COOLER
'-3
1/ 8"
'-0
9'-0" 23'-8" 29'-6 1/2" 16'-8" 40'-0 7/8"
AREA A
AREA B
AREA A
AREA B
A SHEET No.
C
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PROJECT No.
DRAWN:
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
M
U
SE
R
P (304) 624-4108
600 WHITE OAKS BLVD.
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
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MJC 01/16/2025
T60-11228
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GROUND FLOOR
DEMOLITION - AREA A
AJC 01/16/2025
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DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
SCALE: 1/8" = 1'-0"
GROUND FLOOR DEMOLITION - AREA A 1 KEY PLAN
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.
A2.01
A2.01 2
5' -0
/2
8'
-0
'-8
8'
-0
'-6
8'
-0
8' -8
8'
-0
'-1
1/
2"
50'-4"
8'-0" 17'-4" 17'-0" 8'-0"
1'-4" 1'-4"
1'-4"
'-5
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
D4
D4
D4
D5
D5
D5
D5
3'-8"
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
259 SF
INFIRMARY
014 244 SF
INFIRMARY
60 SF
STORAGE
41 SF
TLT
1108 SF
FAMILY &
CONSUMER
SCIENCES
99 SF
TLT
37 SF
STOR
736 SF
MECH
386 SF
NURSE
374 SF
INFIRMARY
40 SF
JC
159 SF
STAIR
972 SF
CORRIDOR
7' -4
'-4
'-1
1/
2"
'-4
'-1
1/
2"
AREA A
AREA B
AREA A
AREA B
B
SHEET No.
C
AD
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CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
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MJC 01/16/2025
T60-11228
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GROUND FLOOR
DEMOLITION - AREA B
AJC 01/16/2025
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DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
GROUND FLOOR DEMOLITION - AREA B 1 KEY PLAN
DN
UP DN
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.
A2.01
A2.02
A2.02 1
1' -4
1'
-4
1' -4
1'-4"
6' -4
8'
-8
6' -2
/8
'-4
8' -0
'-0
'-4
8'
-0
43'-4" 54'-5" 21'-2 3/8"
9'-0" 25'-4" 17'-2 1/2" 10'-8" 16'-8" 10'-8" 14'-6 1/2" 8'-8" 6'-2 3/8"
1'-4"
1'-4"
43'-4" 55'-1"
7'-8" 13'-4" 13'-4" 13'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
4'- 8"
9'- 4"
9'- 4"
4'- 8"
8'- 0"
'-3
8'- 0 1
/8" 3'-
5 1 /2"
'-4
'-2
'-2
'-4
3'- 9 1
/2"
D6 D7
D8 D8 D8 D8 D8 D8 D8 D8
D8
D8 D8 D8 D8 D8 D8
D8 D8
D8
D8
D8
D8
D8 D8
D8
D9
D9
D9
D9
D9
D9
'-0
'-3
1/ 8"
'-3
16'-6"
1'- 6"
'-3
'-3
'-3
'-3
'-3
1'- 6"
D10
D11
260 SF
STUDY
165 SF
LAUNDRY
392 SF
ADA BOY'S
RR
233 SF
KITCHENETTE
37 SF
TLT
159 SF
STAIR
146 319 SF
BED
119 SF
TLT
298 SF
BED
143 298 SF
BED
760 SF
CORRIDOR
119 SF
TLT
141 357 SF
BED
158 SF
STAIR
170 SF
BED
104 167 SF
BED
75 SF
TLT
106 75 SF
TLT
170 SF
BED
108170 SF
BED
97 SF
ELEC
981 SF
LOUNGE
262 SF
DIR. OF
STUDENT LIV
87 SF
VEST
63 SF
WOMEN'S
45 SF
MEN'S
61 SF
ELV
157 SF
STAIR
357 SF
BED
97 SF
ELEC
55 SF
JC
AREA A
AREA B
AREA A
AREA B
D12 D12 D12 D12
D12 D12
D12
D13 D13 D13 D13
D14 D14 D14
D14 D14
D2
D2
A SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
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M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
AD1.03
FI
R
ST
F
LO
O
R D
EM
O
LI
TI
O N
AR
EA
A MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
FIRST FLOOR
DEMOLITION - AREA A
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN DEMOLITION - AREA A 1
KEY PLAN
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.
A2.01
A2.01 2 1'-4"
9' -0
'-4
'-2
/2
'-8
'-8
'-8
8' -2
/2
50'-4"
8'-0" 17'-4" 17'-0" 8'-0"
1'-4"
1'-4"
'-5
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
170 SF
BED
170 SF
BED
75 SF
TLT
119 SF
TLT
298 SF
BED
298 SF
BED
169 SF
BED
75 SF
TLT
286 SF
ADA GIRL'S
RR
319 SF
BED
119 SF
TLT
319 SF
BED
161 SF
STAIR
125165 SF
LAUNDRY
261 SF
STUDY
174 SF
KITCHENETTE
802 SF
CORRIDOR
55 SF
JC
37 SF
TLT
'-9
AREA A
AREA B
AREA A
AREA B
D12
D12
D12
D12
D12
D12
D12
D13
D13
D13
D13
D14
D14
D14
D14
D14
B
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
AD1.04
FI
R
ST
F
LO
O
R D
EM
O
LI
TI
O N
AR
EA
B MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
FIRST FLOOR
DEMOLITION - AREA B
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
FIRST FLOOR PLAN B - DEMOLITION 1 KEY PLAN
EXISTING TO BE DEMOLISHED
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.
A2.01
A2.02
A2.02 1
D8 D8 D8 D8 D8 D8 D8 D8
D8
D8 D8 D8 D8 D8 D8
D8 D8
D8
D8
D8
D8
D8 D8
D8
D8
D8
D9
D9
D9
D9
D9
D9
260 SF
STUDY
201 165 SF
LAUNDRY
387 SF
ADA BOY'S
RR
231 SF
OFFICE
37 SF
TLT
159 SF
STAIR
253 319 SF
BED
119 SF
TLT
298 SF
BED
250 298 SF
BED
915 SF
CORRIDOR
119 SF
TLT
248 357 SF
BED
159 SF
STAIR
170 SF
BED
204 170 SF
BED
75 SF
TLT
206 75 SF
TLT
170 SF
BED
208170 SF
BED
207 341 SF
PLAY ROOM
38 SF
TLT
310 SF
PLAY ROOM
267 SF
LIVING
61 SF
ELV
159 SF
STAIR
357 SF
BED
55 SF
JC
38 SF
TLT
322 SF
SENIOR APT
7'-8" 13'-4" 13'-4" 13'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
8' -0
'-4
'-0
8'
-0
9'-0" 12'-8" 12'-8" 17'-2 1/2" 10'-8" 16'-8" 10'-8" 14'-6 1/2" 8'-8" 6'-2 3/8"
3'- 5 1
/2"
'-4
'-2
'-2
'-4
3'- 9 3
/8"
1' -4
1' -4
1' -4
4'- 8"
9'- 4"
9'- 4"
4'- 8"
43'-4" 55'-1"
43'-4" 54'-5" 21'-2 3/8"
6' -4
8'
-8
6' -2
/8
'-0
8'- 0"
'-3
8'- 0 1
/8"
'-3
1/ 8"
'-3
'-3
'-3
'-3
'-3
15'-0"
'-4
AREA A
AREA B
AREA A
AREA B
D12 D12 D12 D12 D12
D12 D12
D13 D13 D13 D13
D14 D14 D14
D14 D14
A SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
AD1.05
SE
C
O N
D F
LO
O
R D
EM
O
LI
TI
O N
AR
EA
A
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
SECOND FLOOR
DEMOLITION - AREA A
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
SECOND FLOOR DEMOLITION - AREA A 1 KEY PLAN
1. BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL WORK, THE CONTRACTOR
SHALL SECURE ALL NECESSARY PERMITS FOR THE EXECUTION OF THE WORK AND SHALL
PAY ALL FEES IN CONNECTION THEREWITH. THE CONTRACTOR SHALL FURNISH RECEIPT
FOR SUCH PERMITS TO THE OWNER.
2. ALL ELEMENTS TO THE DRAWING ARE TO BE VERIFIED IN THE FIELD.
3. THE CONTRACTOR SHALL CONFORM TO APPLICABLE BUILDING CODES FOR DEMOLITION
OF EQUIPMENT, SAFETY OF ADJACENT STRUCTURES AND EQUIPMENT, DUST CONTROL,
AND MATERIAL DISPOSAL.
4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN
DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS..
5. IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR PROPERTY, ON OR ADJOINING THE
SITE, THE CONTRACTOR SHALL ACT TO PREVENT SUCH THREATENED LOSS OR INJURY.
6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS,
WARNING LIGHTS, AND OTHER PROTECTION AS REQUIRED TO ADEQUATELY PROTECT THE
WORK, ADJACENT AREAS AND THE PUBLIC AT ALL TIMES.
7. PROTECT EXISTING STRUCTURE, FINISHES, AND OTHER SUCH ITEMS WHICH ARE
INDICATED TO REMAIN.
8. ALL EXISTING EXTERIOR MASONRY WALLS, ROOFING SYSTEMS, AND BUILDING SHELL
STRUCTURE INCLUDING STRUCTURAL COLUMNS, BEAMS, BAR JOISTS, CROSS BRACING,
ROOF DECKING, BEARING WALLS, AND CONCRETE FLOOR SLABS SHALL REMAIN UNLESS
OTHERWISE NOTED, TYPICAL.A2.01
A2.01 2
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
D8
170 SF
BED
170 SF
BED
75 SF
TLT
119 SF
TLT
298 SF
BED
298 SF
BED
169 SF
BED
75 SF
TLT
283 SF
ADA GIRL'S
RR
319 SF
BED
119 SF
TLT
319 SF
BED
159 SF
STAIR
223165 SF
LAUNDRY
260 SF
STUDY
220 SF
OFFICE
759 SF
CORRIDOR
55 SF
JC
37 SF
TLT
8'-0" 17'-4" 17'-0" 8'-0"
50'-4"
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
'-5
9' -0
'-8
'-8
'-2
'-8
/2
'-8
'-8
8'
-2
/2
'-9
AREA A
AREA B
AREA A
AREA B
D12
D12
D12
D12
D12
D12
D12
D13
D13
D13
D13
D14
D14
D14
D14
D14
B
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
AD1.06
SE
C
O N
D F
LO
O
R D
EM
O
LI
TI
O N
AR
EA
B
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
SECOND FLOOR
DEMOLITION - AREA B
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
DEMOLITION NOTES
NOTE # DESCRIPTION
D1 REMOVE EXISTING SHEET VINYL FLOORING. PREPARE SLAB FOR NEW EXPOXY
FLOOR.
D2 REMOVE EXISTING TOILET PARTITION.
D3 REMOVE EXISTING DOOR. ENLARGE OPENING AS REQUIRED FOR NEW 4'-0" DOOR.
D4 REMOVE EXISTING A/C UNIT AND ALL OTHER EXTENTS IN OPENING. PREPARE
OPENING FOR NEW INFILL PANEL AND REINSTALLATION OF EXISTING A/C UNIT.
D5 REMOVE EXISTING COPING STONE.
D6 REMOVE EXISTING DOOR. DOOR FRAME TO REMAIN FOR NEW DOOR.
D7 REMOVE EXISTING HARDWARE. PREP DOOR FOR NEW PRIVACY LOCK HARDWARE.
D8 REMOVE EXISTING WINDOW. PREPARE OPENING FOR NEW WINDOW.
D9 REMOVE EXISTING PRECAST STONE. STRUCTURAL STEEL COLUMN UNDERNEATH TO
REMAIN. PREPARE COLUMN FOR NEW PRECAST STONE WRAP.
D10 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW TRANSACTION WINDOW.
D11 REMOVE EXISTING WOOD DOOR FRAME. PREPARE OPENING FOR NEW ALUM DOOR
D12 REMOVE EXISTING SHOWER INSERT, FIXTURES & TILE. PREPARE AREA FOR NEW
INSERT. SEE PLUMBING DWGS.
D13 REMOVE EXISTING CMU & TILE. PREPARE FLOOR FOR NEW WORK.
D14 REMOVE EXISTING CMU WALL AS REQUIRED FOR NEW SHOWER VALVE & ACCESS
PANEL. SEE PLUMBING DWGS.
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
DEMOLITION PLAN LEGEND
GENERAL DEMOLITION NOTES
PLAN
N
SECOND FLOOR B - DEMOLITION 1 KEY PLAN
NEW CONSTRUCTION PLAN LEGEND
EXISTING TO REMAIN
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.02
A2.01
A2.01
A2.02
A2.02 1
A6.01
5'-0" 8'-0" 17'-4" 8'-0" 5'-0" 14'-3" 8'-0" 8'-11" 8'-0" 15'-3" 21'-2 3/8"
1' -4
1'
-4
1' -4
1'-4"
1'-4"
43'-4" 55'-1"
4'- 8"
9'- 4"
9'- 4"
4'- 8"
8'- 0"
'-3
8'- 0 1
/8"
'-4
8' -0
'-0
'-4
8'
-0
7'-8" 13'-4" 13'-4" 13'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
'-3 1/
8"
11 1 1 1 1 1 1
'-0
29 SF
TLT
157 SF
STAIR
61 SF
ELV
191 SF
STORAGE
72 SF
EQUIP RM
368 SF
DINING
158 SF
STAIR
937 SF
CORRIDOR
72 SF
ELEC
29 SF
TLT
578 SF
PLAY RM
032571 SF
RCS
033319 SF
STORAGE
035159 SF
STAIR
244 SF
STORAGE
60 SF
MECH
128 SF
DRY FOOD
STOR
688 SF
FOOD PREP
37 SF
TLT
005 43 SF
JC
90 SF
NON FOOD
STOR
161 SF
SERVERY
1556 SF
CO-ED
RECREATION
179 SF
DISHWASH
133 SF
WALK-IN
COOLER
9'-0" 23'-8" 29'-6 1/2" 16'-8" 40'-0 7/8"
A
A
A AA
A A A
A A A A A
AREA A
AREA B
AREA A
AREA B
TYP.
3'-4"
A SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.01
G R
O U
N D
F
LO
O R
P
LA
N
AR
EA
A
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
GROUND FLOOR PLAN -
AREA A
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
PLAN
N
GENERAL NOTES CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
SCALE: 1/8" = 1'-0"
GROUND FLOOR PLAN - AREA A 1
KEY PLAN
NEW CONSTRUCTION PLAN LEGEND
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.024
A2.01
A2.01 2
5' -0
/2
8'
-0
'-8
8'
-0
'-6
8'
-0
8' -8
8'
-0
'-1
1/
2"
50'-4"
1'-4" 1'-4"
1'-4"
'-5
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
8'-0" 17'-4" 17'-0" 8'-0"
1 1
2259 SF
INFIRMARY
014 244 SF
INFIRMARY
60 SF
STORAGE
41 SF
TLT
1108 SF
FAMILY &
CONSUMER
SCIENCES
99 SF
TLT
37 SF
STOR
736 SF
MECH
386 SF
NURSE
374 SF
INFIRMARY
40 SF
JC
159 SF
STAIR
972 SF
CORRIDOR
W2
A
A
A
A
A
A
A
A
A A
A
7' -4
'-4
'-1
1/
2"
'-4
'-1
1/
2"
AREA A
AREA B
AREA A
AREA B
3' -4
3'
-4
3' -4
B
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.02
G R
O U
N D
F
LO
O R
P
LA
N
AR
EA
B
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
GROUND FLOOR PLAN -
AREA B
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
PLAN
N
GENERAL NOTES CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
GROUND FLOOR PLAN - AREA B 1 KEY PLAN
UP DN
NEW CONSTRUCTION PLAN LEGEND
EXISTING TO REMAIN
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.02
A2.01
A2.01
A2.02
A2.02 1
A6.01
1 1 1 1 1 1 1 1
1 1 1 1 1 1
1 1
8' -0
'-0
'-4
/8
8'
-0
'-4
43'-4" 55'-1"
7'-8" 13'-4" 13'-4" 9'-0" 4'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
1' -4
43'-4" 54'-5" 21'-2 3/8"
9'-0" 25'-4" 17'-2 1/2" 10'-8" 16'-8" 10'-8" 14'-6 1/2" 8'-8" 6'-2 3/8"
1' -4
1' -4
3'- 9 1
/2"
'-4
'-2
'-2
'-4
3'- 5 1
/2"
4'- 8".
9'- 4"
9'- 4"
4'- 8"
'-0
260 SF
STUDY
101 165 SF
LAUNDRY
392 SF
ADA BOY'S
RR
233 SF
KITCHENETTE
37 SF
TLT
159 SF
STAIR
146 319 SF
BED
119 SF
TLT
298 SF
BED
143 298 SF
BED
760 SF
CORRIDOR
119 SF
TLT
141 357 SF
BED
158 SF
STAIR
170 SF
BED
104 167 SF
BED
75 SF
TLT
106 75 SF
TLT
170 SF
BED
108170 SF
BED
97 SF
ELEC
981 SF
LOUNGE
262 SF
DIR. OF
STUDENT LIV
87 SF
VEST
63 SF
WOMEN'S
45 SF
MEN'S
61 SF
ELV
157 SF
STAIR
357 SF
BED
97 SF
ELEC
55 SF
JC
6' -4
/4
8'
-8
6' -2
/8
1'- 6"
'-3
'-3
'-3
'-3
'-3
1'- 6"
'-3
"16'-6"
8'- 0"
'-3
8'- 0 1
/8"
'-3
1/ 8"
A
A
A
A A A A
A
A
A
A
AA
AAA
AA
A
A
A
A A A A A
AREA A
AREA B
AREA A
AREA B
9 9
9 9
10 10
10 10
B
B B B B
B B
A
SE
C
TI
O
N
PL
AN
SE
C
TI
O
N
SUSPENDED CEILING
BASE BOARD 4" HIGH
TOP OF SLAB
5/8" MOISTURE RESISTANT TYPE X
GYPSUM BOARD
1/2" ACOUSTIC SEALANT (BOTH SIDES)
6" METAL STUDS
FLOOR RUNNER
MINERAL WOOL BATT INSULATION
A
6" 5/8" 5/8"
7 1/4"
HEAD
STAGGER GWB JOINTS
ON SEPARATE STUDS
TOP RUNNER
SE
C
TI
O
N
PL
AN
SE
C
TI
O
N
SUSPENDED CEILING
TOP OF SLAB
1/2" BACKER BOARD
1/2" RESILIENT CHANNEL
B
HEAD
EXISTING CMU WALL
B.O. STRUCTURE
B.O. STRUCTURE
T.O. SHOWER INSERT
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:5
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.03
FI
R
ST
F
LO
O
R P
LA
N
AR
EA
A
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
FIRST FLOOR PLAN -
AREA A
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
GENERAL NOTES
PLAN
N
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A 1
KEY PLAN
SCALE: 1 1/2" = 1'-0"
PARTITION TYPES 2
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.024
A2.01
A2.01 2
1 1 1
8'-0" 17'-4" 17'-0" 8'-0"
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
170 SF
BED
170 SF
BED
75 SF
TLT
115 119 SF
TLT
298 SF
BED
298 SF
BED
169 SF
BED
75 SF
TLT
286 SF
ADA GIRL'S
RR
319 SF
BED
119 SF
TLT
319 SF
BED
161 SF
STAIR
125165 SF
LAUNDRY
261 SF
STUDY
121 174 SF
KITCHENETTE
802 SF
CORRIDOR
55 SF
JC
37 SF
TLT
9' -0
'-4
'-2
/2
'-8
'-8
'-8
8' -2
/4
'-5
50'-4"
A
A
A
A
A
A
A
A
A AA
A
A
A
A
A
A
'-9
AREA A
AREA B
AREA A
AREA B
B
B
B
B
B
B
B
B
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:0
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.04
FI
R
ST
F
LO
O
R P
LA
N
AR
EA
B
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
FIRST FLOOR PLAN -
AREA B
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
GENERAL NOTES
PLAN
N
FIRST FLOOR PLAN - AREA B 1 KEY PLAN
EXISTING TO REMAIN
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.02
A2.01
A2.01
A2.02
A2.02 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1
1 11
260 SF
STUDY
201 165 SF
LAUNDRY
387 SF
ADA BOY'S
RR
231 SF
OFFICE
37 SF
TLT
159 SF
STAIR
253 319 SF
BED
119 SF
TLT
298 SF
BED
250 298 SF
BED
915 SF
CORRIDOR
119 SF
TLT
248 357 SF
BED
159 SF
STAIR
170 SF
BED
204 170 SF
BED
75 SF
TLT
206 75 SF
TLT
170 SF
BED
208170 SF
BED
207 341 SF
PLAY ROOM
38 SF
TLT
310 SF
PLAY ROOM
267 SF
LIVING
61 SF
ELV
159 SF
STAIR
357 SF
BED
55 SF
JC
38 SF
TLT
322 SF
SENIOR APT
8' -0
'-0
'-4
/8
8'
-0
'-4
43'-4" 55'-1"
7'-8" 13'-4" 13'-4" 9'-0" 4'-4" 8'-4" 12'-0" 12'-0" 12'-0" 6'-5"
9'-0" 12'-7 7/8" 12'-8" 17'-2 1/2" 10'-8" 16'-8" 10'-8" 14'-6 1/2" 8'-8" 6'-2 3/8"
43'-4" 54'-5" 21'-2 3/8"
1' -4
1' -4
6' -4
/4
8'
-8
6' -2
/8
'-3
'-3
'-3
'-3
'-3
3'- 5 1
/2"
'-4
'-2
'-2
'-4
3'- 9 3
/8"
8'- 0"
'-3
8'- 0 1
/8"
'-3
1/ 8"
15'-0"
4'- 8"
9'- 4"
9'- 4"
4'- 8"
'-0
A
A
A
A A A
AAAA
AA
A
A
A
A
A
A A A A A
AA A
A
A
A
A
A
AREA A
AREA B
AREA A
AREA B
9 9
9 9
10 10
10 10
10B
B B B B
B B
A SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:0
AM
R :\0
\T
-1
-W V
D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.05
SE
C
O N
D F
LO
O
R P
LA
N
AR
EA
A
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
SECOND FLOOR PLAN -
AREA A
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
GENERAL NOTES
PLAN
N
SECOND FLOOR PLAN A 1 KEY PLAN
PROJECT BOUNDARY
NEW CONSTRUCTION
1. THE SCOPE OF THE WORK IS GENERALLY LIMITED TO THE
AREAS SHOWN ON THESE PLANS.
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCEMENT OF ANY ON SITE ACTIVITIES.
3. DIMENSIONS SHOWN ON THESE PLANS ARE TYPICALLY
FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL UNLESS NOTED OTHERWISE.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
A2.024
A2.01
A2.01 2
1 1 1
170 SF
BED
170 SF
BED
75 SF
TLT
119 SF
TLT
298 SF
BED
298 SF
BED
169 SF
BED
75 SF
TLT
283 SF
ADA GIRL'S
RR
319 SF
BED
119 SF
TLT
319 SF
BED
159 SF
STAIR
223165 SF
LAUNDRY
260 SF
STUDY
220 SF
OFFICE
759 SF
CORRIDOR
55 SF
JC
37 SF
TLT
8'-0" 17'-4" 17'-0" 8'-0"
50'-4"
7' -8
'-4
'-4
'-4
8' -4
'-0
'-0
'-0
6' -5
'-5
9' -0
'-8
'-8
/8
'-2
/2
'-8
'-8
/8
'-8
8'
-2
/4
A
A
A
A
A
A
A
A
A AA
A
A
A
A
A
A
A
AREA A
AREA B
AREA A
AREA B
'-9
B
B
B
B
B
B
B
B
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
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D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.06
SE
C
O N
D F
LO
O
R P
LA
N
AR
EA
B
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
SECOND FLOOR PLAN -
AREA B
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 INSTALL NEW MANUAL WINDOW SHADE.
2 METAL INFILL PANEL. SEE DETAIL 8/A6.01
3 NEW INTERIOR DOOR. SEE DOOR SCHEDULE
4 PATCH EXISTING FLOOR. NEW CONCRETE TO INCLUDE FLECKS TO MATCH EXISTING
TERAZZO.
5 NEW INTERIOR DOUBLE DOOR. SEE DOOR SCHEDULE.
6 INSTALL NEW DOOR HARDWARE ON EXISTING DOOR. SEE SPECIFICATION SECTION
087100. SAND & REFINISH EXISTING DOOR.
7 NEW TRANSACTION WINDOW. SEE DETAIL 5/A6.01.
8 CLEAN & REGALVANIZE STEEL COLUMNS. INSTALL NEW PRECAST CONCRETE COLUMN
WRAP TO MATCH EXISTING COLUMN FORM.
9 NEW SHOWER BASIN. INSTALL NEW WALL FURRING W/ BACKER BOARD OVER EXISTING
CMU.
10 INSTALL NEW SHOWER VALVE & 18" X 18" ACCESS PANEL. SEE PLUMBING DWGS FOR
MORE INFORMATION. PATCH CMU WALL AS REQ'D BY NEW WORK.
GENERAL NOTES
PLAN
N
SECOND FLOOR PLAN - AREA B 1 KEY PLAN
D15
D16
1 22
2'x2' LAY-IN CEILING TILE
REFLECTED CEILING PLAN LEGEND
NOTE: CONTRACTOR TO COORDINATE RCP BETWEEN ARCHITECTURAL AND MEP DRAWINGS
2'x4' LIGHT FIXTURE
WALLS BELOW
1. CEILING EQUIPMENT SHALL BE POSITIVELY ATTACHED TO
STRUCTURE. NO CEILING EQUIPMENT SHALL BE
SUPPORTED FROM PLUMBING OR OTHER EQUIPMENT.
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:0
AM
R :\0
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D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A1.11
EN
TR
Y
PO
R C
H R
C P
D
EM
O
LI
TI
O
N
N
EW
W O
R K
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
ENTRY PORCH RCP
DEMOLITION & NEW
WORK
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
SCALE: 1/4" = 1'-0"
ENTRY PORCH RCP - DEMOLITION 1
SCALE: 1/4" = 1'-0"
ENTRY PORCH RCP - NEW WORK 2
RCP DEMOLITION NOTES
NOTE # DESCRIPTION
D15 REMOVE EXISTING ACT CEILING. EXISTING 2X4 LIGHT FIXTURES TO REMAIN.
D16 REMOVE EXISTING LIGHT FIXTURE. ELECTRICAL SERVICE ABOVE CEILING TO REMAIN.
RCP CONSTRUCTION NOTES
NOTE # DESCRIPTION
1 NEW 2X2 ACT CEILING. MATCH EXISTING CEILING HEIGHT.
2 EXISTING 2X4 FIXTURE.
RCP GENERAL NOTES
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1
G3 G3
G6 G4G4
G6 G4G4
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
G3 G3 G3 G3 G3 G3 G3 G3
G4 G4 G4 G6 G6 G4 G4 G4
G4 G4 G4 G6 G6 G4 G4 G4
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1 1
1 1 1 G4G4 G4
G4G4 G4
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
G3 G3 G3 G3 G3 G3 G3 G3
G4 G4 G4 G4 G6 G6 G4 G4
G4 G4 G4 G4 G6 G6 G4 G4
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
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D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A2.01
BU
IL
D
IN
G E
LE
VA
TI
O
N S
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
BUILDING ELEVATIONS
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
SCALE: 1/8" = 1'-0"
NORTH ELEVATION 1
SCALE: 1/8" = 1'-0"
WEST ELEVATION 2SCALE: 1/8" = 1'-0"
NORTHWEST ELEVATION 3
SCALE: 1/8" = 1'-0"
NORTH ELEVATION 4
ELEVATION NOTES
NOTE # DESCRIPTION
1 NEW SINGLE HUNG WINDOW.
2 NEW COPING STONE. EXISTING BRICK TO BE CLEANED AND REPOINTED.
3 CLEAN EXISTING PRECAST STONE.
4 NEW A/C UNIT & METAL INFILL PANEL. SEE DETAIL 8/A6.01
5 NEW PRECAST CONCRETE COLUMN WRAP. MATCH EXISTING COLUMN WRAP FORM.
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1
G3 G3
G4 G4G6
G4 G4G6
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
2 2
2 2
G3 G3
G3
G4 G4 G2 G3 G3 G2 G3 G3
G4 G4G4 G6 G6G4 G4 G4 G4
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1 1 1 1
5 5 5 5 5 5 G3 G3
G4 G4 G4 G4 G4
FIRST FLOOR PLAN
840' - 4"
02 SECOND FLOOR
850' - 4"
GROUND FLOOR PLAN
829' - 8"
TOP OF JOISTS MIN.
860' - 1"
TOP OF JOISTS MAX.
860' - 6 1/8"
MAXIMUM ELEVATION
864' - 3"
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
2 2 4 4
G3
G4G4G2G3G3G2G3G3
G4 G4G4G6 G6G4 G4G4 G4
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:1
AM
R :\0
\T
-1
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D ea f & B lin d
Sc ho ol s-
M ai nt en an ce
B ld g
Ke lle r H al l R en o\
- D R
AW
IN
G S\
AR
C H
\K el le r H al l.r vt
JA
N
U
AR
Y
, 2
M
JC
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
A2.02
BU
IL
D
IN
G E
LE
VA
TI
O
N S
MJC 01/16/2025
T60-11228
W
VS
D B
K
EL
LE
R
H
AL
L R
EN
O
VA
TI
O N
S
R O
M N
EY
, W
V
BUILDING ELEVATIONS
AJC 01/16/2025
W V
SC
H
O O
LS
F
O R
T H
E D
EA
F
BL
IN
D
SCALE: 1/8" = 1'-0"
WEST ELEVATION 1
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION 2
SCALE: 1/8" = 1'-0"
SOUTHEAST ELEVATION 3
SCALE: 1/8" = 1'-0"
EAST ELEVATION 4
ELEVATION NOTES
NOTE # DESCRIPTION
1 NEW SINGLE HUNG WINDOW.
2 NEW COPING STONE. EXISTING BRICK TO BE CLEANED AND REPOINTED.
3 CLEAN EXISTING PRECAST STONE.
4 NEW A/C UNIT & METAL INFILL PANEL. SEE DETAIL 8/A6.01
5 NEW PRECAST CONCRETE COLUMN WRAP. MATCH EXISTING COLUMN WRAP FORM.
2"
SCHEDULE
SEE
2"SC
H
ED
U
LE
SE
E 2"
2"
SCHEDULE
SEE
2"
SC
H
ED
U
LE
SE
E 4"
F
FLUSH
FG
FULL GLASS
0'
0'
5"
0' - 5" 5"
5"
3'
7" 0'
5"
0' - 9" 9"
5"
HG
HALF GLASS
CAULK
PERIMETER - TYP.
H.M. FRAME
HEAD
JAMB
GROUT CORES @
JAMBS - TYP.
CAULK
PERIMETER - TYP.
H.M. FRAME
CAULK
PERIMETER - TYP.
CAULK
PERIMETER - TYP.
EX 6" CMU
INSTALL NEW STEEL
LINTEL AS REQ'D BY NEW
WORK.
EX 6" CMUNEW
PERIMETER
CAULKING
NEW PERIMETER
SEALANT
& BACKER ROD
EX WALL ASSEMBLY
TO REMAIN
NEW SINGLE HUNG WINDOW OPENING BEYOND
NEW PERIMETER
CAULKINGNEW PERIMETER
SEALANT
& BACKER ROD
EX WALL ASSEMBLY TO REMAIN.
NEW SINGLE HUNG
WINDOW
NEW PERIMETER
SEALANT
& BACKER ROD
NEW PERIMETER
CAULKING
NEW SINGLE HUNG
WINDOW OPENING BEYOND
EX WALL ASSEMBLY
TO REMAIN
NEW BULLET RESISTANT
TRANSACTION WINDOW. INSTALL
PER MANUF. REQ.
EX WALL ASSEMBLY
TO REMAIN
INSTALL NEW STEEL
LINTEL AS REQ'D BY NEW
WORK.
HEAD
JAMB
GROUT CORES @
JAMBS - TYP.
APPLIED DOOR STOP
CONTINUOUS CAULKING
STANDARD ALUMINUM FRAMING
CONTINUOUS
CAULKING EACH SIDE
EX 6" CMU
INSTALL NEW STEEL
LINTEL AS REQ'D BY NEW
WORK.
EX 6" CMU
GLAZING TYPE LEGEND
G1: LAMINATED
G2: INSULATED LAMINATED W/ TRANSLUCENT FILM
G3: INSULATED LAMINATED
G4: INSULATED
G5: TEMPERED
G6: INSULATED W/ TRANSPARENT FILM
2' -8
4'
-8
3'-4"
A
GROUND FLOOR PLAN
829' - 8"
EX WALL ASSEMBLY
TO REMAIN
OPENING BEYOND
NEW METAL INFILL PANEL
2' -8
4'
-0
3-5/8" MTL FRAMING
NEW A/C UNIT. INSTALL
PER MANUF. REQ
SHEET No.
C
AD
F
CHECKED:
DATE:
DATE:
LA
YO
U T
TA
B:
PL
O
T D
AT
E/
TI
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
N O
BY
D
AT
E D
ES
C
R
IP
TI
O
N
THE INFORMATION CONTAINED HEREIN IS
THE SOLE PROPERTY OF THE THRASHER
GROUP, INC. REPRODUCTION OF THESE
DOCUMENTS IN WHOLE, OR IN PART FOR
ANY REASON WITHOUT PRIOR WRITTEN
PERMISSION IS STRICTLY PROHIBITED.
COPYRIGHT © 2026
THE THRASHER GROUP, INC.
1/
/2
9:
:1
AM
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