S02 Drawing Part3_517-19-302_Addendum 1 - Drawings.pdf

N

A

B

B'

C

E

H

L

K

D

K'

M

109 12 15 Z11 16 17 17' 18 19 20 22 23 24 25 26 27 28 29

NOT IN CONTRACT

ROOF BELOW

ROOF BELOWROOF BELOW

OPEN TO OUTSIDE

NOT IN CONTRACT

R06

R14

R14

R14

R06

R06

R06

R06

R14

R14

R06 R14 R14 R14 R14

R06 R06

R06

R06 R06

R06

R06R06

R06R06 R14R14R14

R06

R06

R06

R06

R06

R06 R06

R06

R06R06

R06

R06

R06

R06 R06

R06R06

R06R06R06 R06

R06

R06

R06

R06

R06

R06

R06 R06 R06 R06

R06

R06

R14

R14

R14

R14R14R14R14

R14R14R14

R14

R14

R14

R14

R14

R02

R02 R02

R02 R02

R02

R02

R02

R02 R02

R02

R02

R02 R02

R02

R02

R02

R02

R02 R02 R02

R02

R02R02

R02R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02

R02 R02

R02 R02

R02R02

R02

R02

R02 R02 R02

R03 R04

R03 R04

R03 R04R03 R04R03 R04

R03

R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04 R03 R04

R03 R04

R03 R04R03 R04

R03 R04

R03 R04R03 R04

R03 R04

R03 R04 R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04

R03 R04R03 R04

R07 R04

R07

R04

R07 R04

R07

R04 R07 R04

R07 R04

R07 R04 R07 R04

R07

R04

R07

R04

R07

R04

R07

R04

R07

R04

R07

R04

R07

R04

R07

R04

R01

R01

R01

R01

R01

R01

R01 R01 R01

R01

R01

R01

R01 R01

R01

R01 R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01 R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01 R01

R01

R01

R01

R01 R01

R01 R01

R01

R01

R01

R02

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01

R01 R01

R01

R01

R01

R01

R05

R11 R11R11

R11

R11

R11

R11

R11

R11R11R11R11

R11 R11

R11 R11 R11

R11

R11

R11

R11

R11 R11

R11

R11

R11

R11 R11 R11

R11R11R11R11

R11

R11

R11

R11

13 13' 14 21

R14

R15

R15

R15

R15

R15

R15

R15

R15 R15

R15

3' -6

/4

R16R16

R17R17

R17

R17

R17

R01

R02

R06

R06

R06

R06

R06

R06

R06

R03 R04

R18

R12

R12

R01

R01

6' -0

R19

R11

EXISTING FLOOR

EXISTING WALL

PORTION OF TERRAZZO

COVE TO BE REMOVED REMOVE COMPLETELY AND

FILL FOR FLUSH FINISH AT

WALLS TO BE REMOVED

1. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL-INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE DESIGN INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. ANY WORK NOT SPECIFICALLY SHOWN OR NOTED, BUT IS

REASONABLY IMPLIED BY THE REMAINING DOCUMENTS WILL BE INCLUDED IN THE CONTRACT.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS AND NOTIFY THE COR IMMEDIATELY IN WRITING OF ANY DEVIATION FROM CONTRACT DOCUMENTS NECESSITATED BY FIELD

CONDITIONS OR ITEMS NOT COVERED.

3. DASHED LINES ON DEMOLITION PLANS REPRESENT WALLS, DOORS, SOFFITS, CEILINGS, CASEWORK, ETC. TO BE

REMOVED.

4. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH, MATCH SURFACES DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES. PROVIDE PATCHING TO MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES, COURSING OF MASONRY AND OTHER CHARACTERISTICS. PATCH SURFACES TO COMPLY WITH FIRE RATINGS, SMOKE- TIGHT RATINGS, ACOUSTICAL CRITERIA AND OTHER PERFORMANCE CRITERIA INDICATED. PREPARE SURFACES AS NECESSARY TO PROVIDE A PROPER SUBSTRATE FOR SPECIFIED FINISH. REFINISH ENTIRE SURFACE CORNER TO CORNER AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISH. ALL WORK SHALL REFLECT

HIGHEST LEVEL OF INDUSTRY STANDARDS FOR EACH TRADE.

5. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND ACCEPTABLE MANNER TO ALL AUTHORITIES HAVING JURISDICTION AND THE OWNER. A FIRE WATCH SHALL BE PROVIDED AS REQUIRED BY VAMC AND APPLICABLE CODES.

6. PROVIDE TEMPORARY PARTITIONS/DUST PROTECTION (RATED AND/OR NON-RATED) AS REQUIRED BY ICRA. REVIEW LOCATIONS OF TEMPORARY PARTITIONS/DUST PROTECTION WITH COR PRIOR TO START OF WORK. REFER TO ICRA &

LIFE SAFETY PLANS.

7. HAZARDOUS MATERIAL NOTE: CONTRACTOR SHALL STOP WORK AND INFORM OWNER IMMEDIATELY IN WRITING OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR THOUGHT TO BE HAZARDOUS. COR, AFTER RECEIVING WRITTEN

NOTICE, SHALL INSTRUCT CONTRACTOR HOW TO PROCEED.

8. ALL WORK SHALL BE DONE IN PROTECTED SPACE. NO DUST, DIRT OR LIQUID SHALL TRAVEL FROM CONSTRUCTION AREA TO ADJACENT AREAS. TEMPORARY ICRA PARTITIONS SHALL BE ERECTED PRIOR TO COMMENCING WORK. REFER

TO ICRA & LIFE SAFETY PLANS.

9. PRIOR TO ANY DEMOLITION THE CONTRACTOR SHALL COORDINATE BRACING AND MAINTAIN THE STRUCTURAL

INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING AND ITS SYSTEMS AS REQUIRED.

10. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL.

THOROUGHLY CLEAN ADJACENT AREAS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION WORK. BEFORE NEW WORK BEGINS, RETURN ADJACENT AREAS TO CONDITION FOUND PRIOR TO START OF DEMOLITION WORK.

11. CONTRACTOR SHALL COORDINATE ARCHITECTURAL DEMOLITION DRAWINGS AND NOTES WITH MEP/FP DRAWINGS AND NOTES. PATCH OR REBUILD ANY AREAS TO REMAIN THAT HAVE BEEN DISTURBED BY MEP/FP DEMOLITION.

12. CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH COR TO IDENTIFY ANY ITEMS TO BE SALVAGED

PRIOR TO START OF DEMOLITION.

13. ALL MATERIALS AND ITEMS REMOVED BY CONTRACTOR, UNLESS OTHERWISE NOTED, BECOME HIS PROPERTY AND ARE TO BE REMOVED FROM THE SITE IN CLOSED CONTAINERS ON A DAILY BASIS OR IN MANNER ACCEPTABLE TO COR.

14. CONTRACTOR SHALL PREPARE FLOOR SLABS PER THE SPECIFICATION SO FINISH FLOORS ARE FLUSH WITH EACH

OTHER AND PREPARED TO ACCEPT NEW FINISH.

15. MAINTAIN ACCESS TO EXITS AND EXIT STAIRS AT ALL TIMES. FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES. PROTECT SMOKE DETECTORS AS REQUIRED AND IN CONFORMANCE WITH CODES

AND LOCAL AUTHORITIES HAVING JURISDICTION.

16. PRIOR TO DEMOLITION, CONTRACTOR SHALL PERFORM A THOROUGH ABOVE-CEILING INSPECTION FOR EXISTING SERVICES THAT ARE TO REMAIN AND NOTIFY COR IMMEDIATELY OF ANY CONFLICTS WITH INSTALLATION OF NEW

WORK.

17. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH PHASING PLANS. MAINTAIN 44" MINIMUM CLEARANCE AT

ALL CORRIDORS AT ANY GIVEN TIME.

18. AFTER DEMOLITION IS COMPLETED AND PRIOR TO THE START OF CONSTRUCTION WORK, THE CONTRACTOR SHALL LEVEL THE ENTRIE SLAB IN THE PROJECT AREA WITH CEMENTITIOUS UNDERLAYMENT. IT IS ASSUMED THAT APPROXIMATELY 6,415 SQ. FT. WILL REQUIRE UNDERLAYMENT TO ACHIEVE A LEVEL SUBSTRATE FILL/PLUG ALL HOLES

WATER TIGHT PRIOR TO INSTALLING UNDERLAYMENT.

REMOVE PIPE, SEE

PLUMBING DWGS

16 GA POUR STOP

FLR TOPPING

FLR FINISH

1. A PRE-RENOVATION ASBESTOS SURVEY WAS NOT COMPLETED IN THE WORK AREA. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CREDENTIALED ASBESTOS PROFESSIONAL TO SURVEY AND SAMPLE MATERIALS FOR ASBESTOS. REFER TO SPECIFICATION SECTION 02 82 11 TRADITIONAL ASBESTOS ABATEMENT FOR ESTIMATED QUANTITIES OF MATERIALS ASSUMED TO CONTAIN ASBESTOS. THE CONTRACTOR SHALL SATISIFY THEMSELVES OF THE ACTUAL QUANTITIES REQUIRING ABATEMENT. MATERIALS CONTAINING ASBESTOS REQUIRE SPECIAL

HANDLING AND DISPOSAL.

2. SAMPLING OF PAINTED AND COATED MATERIALS WAS NOT COMPLETED IN THE WORK AREA. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CREDENTIALED LEAD PROFESSIONAL TO INSPECT AND SAMPLE SURFACES FOR LEAD. REFER TO SPECIFICATION SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR ADDITIONAL INFORMATION. OSHA LEAD REGULATIONS WILL APPLY TO ANY DEMOLITION OPERATION THAT WOULD DISTURB PAINTED SURFACES WHICH CONTAIN LEAD. OCCUPATIONAL EXPOSURE TO LEAD IS REGULATED BY OSHA REGULATION 29 CFR 1926.62, LEAD IN CONSTRUCTION. DISPOSAL OF MATERIALS COATED WITH PAINT CONTAINING LEAD IS SUBJECT TO THE USEPA RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) REGULATIONS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

A WING

AREA

OF WORK

NORTH3RD FLOOR KEYPLAN

AD-101

DEMOLITION FLOOR PLAN & DETAILS

SCALE: 1/8" = 1'-0"

F1

REMOVALS FLOOR PLAN

KEYED NOTES-DEMOLITION

NUMBER COMMENT

R01 REMOVE MASONRY, TILE, & PLASTER WALL SYSTEM, PATCH/REPAIR ANY FLOOR,WALLS, AND/OR CEILING SUBSTRATE TO REMAIN THAT IS DAMAGED BY REMOVAL. PREPARE EXISTING SUBSTRATE TO REMAIN AS REQUIRED TO RECEIVE NEW FINISH WORK. INFILL SLAB W/ CONC TO FLUSH W/ EXIST AT WALL REMOVALS. ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. CONSULT WITH COR PRIOR TO REMOVAL TO DETERMINE WHAT ACCESSORIES ARE TO BE SALVAGED. COORDINATE WITH ENG DWGS FOR AREAS

WHERE THESE MATERIALS REQUIRE SPECIAL HANDLING.

R02 REMOVE DOOR, HM DOOR FRAME, HARDWARE AND ALL ASSOCIATED FASTENERS IN THEIR ENTIRETY.

R03 REMOVE VCT AND MASTIC FROM FLOOR SUBSTRATE, PATCH/REPARE ANY DAMAGE ASSOCIATED WITH REMOVAL AND PREPARE EXISTING SUBSTRATE TO RECEIVE NEW FINISH WORK. REFER TO GENERAL HAZARDOUS MATERIAL NOTES FOR MORE INFORMATION.

R04 REMOVE ACOUSTICAL CEILING TILE, ASSOCIATED GRID, GWB SOFFITS, SUPPORT HANGERS, AND ALL CEILING MOUNTED EQUIPMENT INCLUDING PATIENT LIFT TRACK AND EQUIPMENT. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL AT EXISTING WALLS TO REMAIN. PREPARE WALLS TO RECEIVE NEW FINISH WORK AT EXISTING WALLS TO REMAIN. COORDINATE LIGHTING, DETECTORS, HVAC DUCTS & DIFUSERS, ETC.

R05 REMOVE REINFORCED CONCRETE RAMP & RAILING SYSTEM, INCLUDING REBAR, DOWN TO THE STURCTURAL SLAB. ASSURE NOT TO CUT OR DAMAGE THE EXISTING STRUCTURAL SLAB IN ANY WAY DURING REMOVAL. REMOVE GROUTED DOWELS FROM EXISTING CONCRETE SLAB. INFILL DRILL HOLES IN THE SLAB AND LEVEL THE FLOOR PER GENERAL REMOVAL NOTE #18.

R06 WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. VERIFY WITH COR PRIOR TO REMOVAL

TO DETERMINE WHAT ACCESSORIES THE OWNER WOULD LIKE TO SALVAGE.

R07 REMOVE FLOOR TILE AND SETTING BED, INFILL CONCRETE SLAB TO BE LEVEL WITH SURROUNDING SLAB.

R08 REMOVE WALL TILE AND SETTING MATERIAL ON WALLS TO REMAIN. PREPARE WALL FOR NEW FINISH.

R09 REMOVE CASEWORK AND ASSOCIATED HARDWARE & FASTENERS.

R10 REMOVE WALL BASES AND ANY ADHESIVES AND RESIDUES.

R11 CUT/GRIND EXISTING COVED TERRAZZO BASE TO BE SQUARE AND FLUSH W/ EXIST FLOOR & WALL TO REMAIN. SEE DRAWING B8/AD-101

FOR PORTION OF TERRAZZO COVE TO BE REMOVED.

R12 REMOVE DOOR & HARDWARE

R13 REMOVE DOOR & HARDWARE COMPLETELY. DOOR FRAME TO REMAIN. DOOR FRAME TO BE REPAIRED AND PREPARED TO BE PAINTED.

R14 REMOVE MARBLE WINDOW SILL AND PREP SURFACES TO RECEIVE NEW SILL.

R15 REMOVE 2" CONCRETE TOPPING IN PREPARATION FOR NEW FULL SET TILE.

R16 REMOVE EXIST PLAS & CLAY TILE AS REQ'D TO INSTALL J-BOXES FOR HEAD WALL & BED LOCATOR GAS & ELECTRIC SERVICES.

R17 REMOVE PLASTER AND OUTER WYTH OF WALL TO GAIN PIPING SPACE.

R18 REMOVE WINDOW AND SILL.

R19 REMOVE 6'-0" WIDE, FULL HEIGHT SECTION OF SHAFT WALL TO ALLOW PLUMBING ACCESS. PREPARE WALL TO REMAIN FOR 2 HOUR

RATED SHAFT WALL INFILL ONCE PLUMBING WORK IS COMPLETED.

SCALE: NO SCALE

E8

GENERAL REMOVAL NOTES

SCALE: NO SCALE

A8

REMOVAL KEYED NOTES

SCALE: 1 1/2" = 1'-0"

B8

TERRAZZO COVE REMOVAL AT EXTERIOR WALLS

SCALE: 1 1/2" = 1'-0"

E7

FLOOR PIPE PENETRATION INFILL

R01

SCALE: 1/4" = 1'-0"

F7

GENERAL HAZARDOUS MATERIAL NOTES

ADDENDUM 1 6/1/20231

N N

A A

B B

B' B'

C C

E E

F

F

G G

H

H

L L

K K

D D

K' K'

M M

10 12 1511 16

N1

M1

L1

K1

H1

17 17' 18 19 20 22 23 24 25 26 27 28 29

PT 7

3A-135

PT 6

3A-133

T/R 3A-131B

T/R 3A-133A

T/R 3A-137B

T/R 3A-135A

PT 8

3A-137

PT 9

3A-139

PT 5

3A-131

S T

A

IR

T/R 3A-139B

NURSE

STATION

3A-143

EQUIPMENT

STORAGE

3A-129

PT 10

3A-147

T/R 3A-112B

CLEAN

HOLDING

3A-114

SOILED

UTILITY

3A-119

STAFF

3A-121

STAIR #5

PT 2

BARIATRIC

3A-122

T/R 3A-122B

T/R 3A-124B

PT 3

3A-124

CLEAN

LINEN

3A-125

STAIR #6

NURSE

SATELLITE

3A-134

STAIR #3

ELEVATOR

PS-2

ELEVATOR

PS-1

MECHANICAL

ROOM

ALCOVE

3A-123

PHYSICIAN

3AB-106

NURSE

SATELLITE

3A-140

PT 4

3A-127

T/R 3A-127B

PT 11

3A-103

T/R 3A-103B

HAC

3A-116

T/R 3A-120A

SCI/D 1

3A-120

FAMILY

ROOM

3A-149

PT 12

ISOLATION

3A-112

ANTEROOM

3A-113

NURSE

SATELLITE

3A-148

NURSE

SUPER

3A-141

NURSE

MGR

3A-142

NUTRITION

3A-106

STAFF T/R

3A-102

T/R 3A-147B

ELEVATOR

P-1

ELEVATOR

P-3

ELEVATOR

P-2

STAFF

WORK

3AB-104A

T/R

3AB-103

CLINIC

RECEPTION/FLOOR

GREETING

3AB-104

T/R

3AB-102

WASTE

COLLECTION

3AB-127

NURSE

SATELLITE

3A-117

ALCOVE

3A-118

NOT IN CONTRACT

EQUIPMENT

ALCOVE

3A-126

WOUND

CARE

3A-145

PHYSICIAN

3AB-105

PHARMACY

3A-146

OXG

3A-104

ALCOVE

3A-138

ALCOVE

3A-128

ALCOVE

3A-109

ELEC

3A-115

ELEC

3A-105

ALCOVE

3A-136

ALCOVE

3A-132

ELEC

3A-130

CORRIDOR

3A-100A

CORRIDOR

3A-100B

CORRIDOR

3A-100D

CORRIDOR

3A-100E

CORRIDOR

3A-100F

CORRIDOR

3A-100

MED RM

3A-144

NOT IN CONTRACT

13 13' 14 21

PHYSICIAN

3A-108

NURSE

SATELLITE

3A-110

PT 13

3A-111

CORRIDOR

3A-100C

AS-102

F1

AS-103

F1

AS-104

F1

SOCIAL

DIETARY

3AB-107

C8

AS-601

AS-103B5

AB104A MIDLEVEL

TEAM

MEETING

3A-107

T/R 3A-111B

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF ALL NEW

WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH ADJACENT SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN

CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK.

GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED

TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN CEILING WITH EXISTING

MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL & HAZARDOUS

MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND PROCEDURES ALL

PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION. CONTRACTOR TO VERIFY ALL

DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION

MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. ALL PARTITIONS TO BE TYPE 1A UNLESS NOTED OTHERWISE.

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

A WING

AREA

OF WORK

NORTH3RD FLOOR KEYPLAN

AS-101

3RD FLOOR - OVERALL FLOOR PLAN

SCALE: 1/8" = 1'-0"

F1

3RD FLOOR PLAN - A WING - MED/SURG

SCALE: NO SCALE

B8

GENERAL PLAN NOTES

B'

C

E

F

G

H

D

10 12 15

K1

H1

17 17' 18 19

AS-401

D1

D4 D2

D5

AS-404

F1

AS-404

E1

13 13' 14

F3

AS-404E7

STAIR #3

ELEVATOR

P-1

ELEVATOR

P-3

ELEVATOR

P-2 PT 10

3A-147

PHYSICIAN

3AB-106

PT 11

3A-103

T/R 3A-103B

FAMILY

ROOM

3A-149

NURSE

SATELLITE

3A-148

STAFF T/R

3A-102

T/R 3A-147B

STAFF

WORK

3AB-104A

T/R

3AB-103

CLINIC

RECEPTION/FLOOR

GREETING

3AB-104

T/R

3AB-102

WASTE

COLLECTION

3AB-127

PHYSICIAN

3AB-105

CORRIDOR

3A-100A

CORRIDOR

3A-100B

CORRIDOR

3A-100

UTILITY

SHAFT

AB102 AB103 AB105 AB106

AB107 A149 A147

A147B

A103B

A102

A103

E550

AB104B

A103A

A147A

A100

NURSE

SERVER

NOT IN CONTRACT

NOT IN CONTRACT

R A

M P

3 A

3 A

1 A

3 A

3 A

3 A

1 A

8 A

8 A

1 A

2 C

1 A

2 C

3 A

3 A3 A

3 A

1 C

1 C

3 A

3 A

1 C

3 A

3 A

1 A

S

E E

F

A S

-1

5 A

5 A

± 7'-11 1/4" 11'-3 1/8" 8'-4 1/2" 11 1/2" 13'-11"

7' -1

1/

2" 1'

-1

/4

7' -7

/4

7'

-4

/8

± 9'-11" 15'-3 7/8"

± 6'-2 1/16" 6'-11 5/16" 16'-1 7/8" 1'-4 5/8"

ALIGN

'-1

1/ 4"

1' -4

'-3

/4

SOILED

CART

M A

T C

H L

IN

E

B M

A T

C H

L

IN

E B

8' -0

/8

7' -1

1"

A

LI

G N

7' -1

1/

2"

ALIGN NEW PARTITION W/

EXISTING WINDOW JAMB

AS-403

D9

R A

M P

U P

:2

RAMP UP @ 1:20

LINE OF SOFFIT

ABOVE

EQEQ

1' -1

/2

3'

-6

BRACKETS

WP-703, ALL SIDES.

SSM-501 @ 2'-6" AFF

10'-2 1/8"

SSM-501 AT 2'-10" AFF

6'-5"

AS-401

E1

E5

E3

E2

SIM

AS-401

E1

E5

E3

E2

OPH

AS-401

C7

LIT METAL CHANNEL

ACRYLIC ACR-804

CORNER GUARD

CORNER GUARD CORNER GUARDCORNER GUARD

8'-2 3/4" 5" ± 14'-0" 6'-0"

C8

AS-601

TYP

C8

AS-601

TYP

AS-403

D7

LOW

F9

AS-404

D8

AS-102

AS-102

E9

AB104A

(0'-0")

(+0'-3 1/2" ±)(+12" ±)

EQ 4 7/8" EQ 4 7/8" EQ

1'

-2

/8

6' -2

/8

D O

O R

4' -0

4'

-0

/2

CLEAT AT WALL, TYP.

CORNER GUARD

CORNER GUARDCORNER GUARD

CORNER GUARDCORNER GUARD

S S

M -5

2' -0

CORNER GUARD

6' -4

/4

6'

-0

9' -8

/4

RELOCATE

TACK

BOARD.

EXISTING DOOR TO

REMAIN. PAINT DOOR

AND FRAME TO

MATCH NEW

EXISTING DOOR TO REMAIN.

REFINISH DOOR AND PAINT

FRAME TO MATCH NEW

EXISTING DOOR TO REMAIN.

REFINISH DOOR AND PAINT

FRAME TO MATCH NEW

EXISTING DOOR TO

REMAIN. PAINT DOOR

AND FRAME TO

MATCH NEW

CR

CR

S5

S3S3

S7

S2

S2 S3

TYP 3

SIDES

TYP 3

SIDES

EMHO

CRP

S2

S2 S2 S2

S1

S2

S3

S2

S10

S6

S6

S11

S9

S9

S8

S4

S7

GROMMET

GROMMET

7 A7 A

8 A

8 A

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH

ADJACENT SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. REFER TO 600 SERIES DWGS FOR FLOOR FINISH PATTERNS.

16. PROVIDE CORNER GUARDS PER D9/AS603 AT ALL OUTSIDE CORNERS (TYP).

17. REFER TO AS-603 FOR SIGN CALL OUTS.

CONT HANDRAIL

SHOWN DASHED

FLUSH

RAMP SLAB EDGE

1/4" GAP

5 1/4"

PLAM-501 ON 3/4" SUBSTRATE

PANEL ON 1/4" Z CLIPS.

3 5/8" METAL STUDS.5/8" GWB.

1/

4"

5/

8"

/1 6"

(0

7"

V A

R

IE

SM

IN

3"

XPS INSUL BLOCKS TO

GENERATE SLOPE

9/

VTT AS SCHEDULED

2 11/16"

CLEAR ANODIZED

CORNER TRIM.

EASED EDGE.

S.S. CLAD SHOE BASE

1/2" GLASS

3 1/2"

ANCHOR BY SHOE

MANUFACTURER

CONC. PER STRUC.

DWGS.

VTT-301

CONT BEAD OF COLOR

MATCHED SEALANT.

4 7/8"

CR

P

PO

EMHO

CARD READER

PUSH TO OPEN

POWER OPERATED SLIDE

ELECTROMAGNETIC HOLD OPEN

(CONNECTED TO FIRE ALARM A100)

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

NORTH3RD FLOOR KEYPLAN

AS-102

ENLARGED PLAN & DETAILS

SCALE: 1/4" = 1'-0"

F1

ENLARGED 3RD FLOOR PLAN - A WING - MED/SURG - ZONE 1

SCALE: NO SCALE

B8

GENERAL NOTES

SCALE: 1 1/2" = 1'-0"

E9

PLAN DTL - GLASS RAILING

SCALE: 1 1/2" = 1'-0"

D8

SECTION DTL - GLASS RAILING

SCALE: NO SCALE

C8

DOOR POWER KEY

H

L

K

K'

M

20 22 23 2421

AS-402D4

AS-401

C1

AS-401C3

AS-401

C2

PT 7

3A-135

PT 6

3A-133

T/R 3A-131B

T/R 3A-133A

T/R 3A-137B

T/R 3A-135A

PT 8

3A-137

PT 9

3A-139

PT 5

3A-131

T/R 3A-139B

NURSE

STATION

3A-143

EQUIPMENT

STORAGE

3A-129

PT 3

3A-124

NURSE

SATELLITE

3A-134

NURSE

SATELLITE

3A-140

PT 4

3A-127

T/R 3A-127B

NURSE

SUPER

3A-141

NURSE

MGR

3A-142

WOUND

CARE

3A-145

ALCOVE

3A-138

ALCOVE

3A-128

ALCOVE

3A-136

ALCOVE

3A-132

ELEC

3A-130

CORRIDOR

3A-100E

CORRIDOR

3A-100F

MED RM

3A-144

A145

A144

A141

A127

A127B

A129A139B

A139

A130

A137 A131

A131BA137B

A135A

A135 A133

A133A

A142

A132

A139A

NURSE

SERVER

NURSE

SERVER

NURSE

SERVER

EQUIPMENT

ALCOVE

3A-126

3 A

1 C 1 C 3 A

3 A 3 A

2 A

2 A

1.1 A

2 A

2 A

3 A

1.1 A

3 A

3 A

1.1 A

2 A

2 A

1.1 A

2 A

2 A

1.1 A

1.1 A

1.1 A

6 A 3 A

1.1 A

1.1 A 1.1 A

1 A

1 A

3 A

1 A

1 A

1.1 A

2 A2 A

1 C

1.1 A

1.1 A

1 C

1.1 A

1.1 A

1 C

1 A

1 A

1.1 A

1.1 A1.1 A

1 A 3 A

3 A

1 C

1 C

1 C

3 C

3 A

3 A

3 A

3 A

3 A

1.1 A

2 A

2 A

1 A

1 A

1 A

1 A

1 A

1 A 1 A

3 A

/SEE F1 AS-104

EJ

5' -9

/8

8'

-3

/8

8' -3

/8

5'

-8

7' -4

± 14'-6 5/16"

7/

8" 5'

-1 0"

4' -2

/4

'-0

/4

9' -2

/8

'-5

/4

'-4

/8

8'

-3

/8

'-8

/8

17'-10 5/8"

6' -1

3/

8" 1'

-2

/4

9' -0

/2

4'

-6

/8

2' -0

/8

'-9

/8

'-5

/2

ALIGN

AS-404B1 AS-404 D1

AS-402

E1

7'-9"

7'-9"

7'-9"

8'-0"

8'-0"

8'-0" 8'-0"

AS-401 A2

AS-401A2

OPH

A137A A131A

A127A

C8

AS-601

TYP

16'-1 3/4"

7'-0 5/8" 7'-5 3/8"

2' -1

1/

4"

2'-6" 1'-4 3/4"

AS-103B5

G W

B S

O F

F

IT

A B

O V

E

16x14 DUCT. SEE MEP

56X14 DUCT. SEE MEP

24x24 DUCT. SEE MEP

S T

A

IR

C8

AS-601

TYP

1.1 A

1.1 A

1.1 A

CR

CR

CR

CR

CR

S5

S2 S2

S2 S2

S2

S2

EMHO

CR

6 A

6 A

S3S3

S3 S3

S2

S4

S2

S3

S2

S2

S3

S2

S2

S2

S6

S7

GROMMET

GROMMET

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH

ADJACENT SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. REFER TO 600 SERIES DWGS FOR FLOOR FINISH PATTERNS.

16. PROVIDE CORNER GUARDS PER D9/AS603 AT ALL OUTSIDE CORNERS (TYP).

17. REFER TO AS-603 FOR SIGN CALL OUTS.

TO SLAB - 3RD FLR

25'-0"

K K'

C8

AS-601

'-4

/2

2' -4

3/

4"

1' -5

/8

1/

8"

7' -0

CONCRETE BEAM

WINDOW

INFILL

EXISTING L7 x 3 1/2 x 3/8 ANGLE

24x24

56x14

16x14 1'-0"

5/8" GWB SOFFIT

OVER 2-1/2" MTL

STUDS INSIDE

VERTICAL CHASE

C5

AS-103

EXISTING BRICK VENEER

METAL CLOSURE ANGLE

EXISTING WINDOW

TO BE REMOVED

EXISTING CMU BACKUP

8'-3" VIF

FO EXIST WALL

DUCT INSULATION

METAL HOOD FLSH'G,

SEE MECH DWGS

DUCT

TERM BAR & SLNT

FILL VOID w/ MINERAL

WOOL INSULATION

NEW MASONRY WALL

OPNG, COORD w/

STRUCT & MECH DWGS

MASONRY INFILL @

WDW REMOVAL

EXISTING INTERIOR

WALL (TILE & PLASTER)

NEW GWB SOFFIT

SEALANT

EXISTING BRICK VENEER

EXISTING CMU BACKUP

REMOVE EXG

BRICK VENEER TO

INSTALL SUPPORT

INFILL BRICK AFTER

STEEL INSTALL

NEW DUCT SUPPORT

FRAME & PLATE, COORD

w/ STRUCT DWGS

BACKER ROD & SLNT

CR

P

PO

EMHO

CARD READER

PUSH TO OPEN

POWER OPERATED SLIDE

ELECTROMAGNETIC HOLD OPEN

(CONNECTED TO FIRE ALARM A100)

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

NORTH3RD FLOOR KEYPLAN

AS-103

ENLARGED PLAN AND DETAILS

SCALE: 1/4" = 1'-0"

F1

ENLARGED 3RD FLOOR PLAN - A WING - MED/SURG - ZONE 2

SCALE: NO SCALE

B8

GENERAL NOTES

SCALE: 1/4" = 1'-0"

B5

EXT ELEV - DUCT PENETRATIONS THROUGH 3A-129 WALL

SCALE: 1 1/2" = 1'-0"

C5

DUCT PENETRATION

SCALE: 1 1/2" = 1'-0"

E5

STEEL ANCHOR @ BRICK

SCALE: NO SCALE

C8

4"

1'-0"

1"

2' -1

0" S

E E

E

LE

V A

T

IO

N

4"

S E

E E

LE

V

A T

IO

N

SSM-504 COUNTER SEE

FINISH SCHEDULE

SEE INTERIOR ELEVATION

AS TO FUNCTION OF BASE

CABINET SEE FINISH

SCHEDULE

PLYWOOD TOE

KICK W/

SCHEDULED BASE

FINISH

MELAMINE INTERIORS AND

ADJUSTABLE SHELVES

SCHEDULED

FLOORING

FIN FLOOR

+0"

+34"

AFF

SEE ELEVATIONS

WALL CABINETS SEE

ELEVATIONS

+7'-1"

FILLER

S E

E E

LE

V

A T

IO

N

S

1 / 4

1"

1/

2"

2' -3

M

IN 2'

-1

0"

FIN FLOOR

+0"

+34"

AFF

SCHEDULED FLOORING

1/2" THICK 4" HEIGHT SSM

SEE FINISH SCHEDULE

SST SINK

SSM-504 COUNTER

SEE FINISH SCHEDULE

VB

FIXED FRONT PANEL

FACE SCREWED IN

PLACE.

+7'-1"

WALL CABINETS SEE

ELEVATIONS

FILLER

PIPE COVERS ON

SUPPLIES AND DRAIN

RAKKS SYSTEM

BRACKETS

A

B

B'

C

E

F

G

H

D

20 22 23 24 25 26 27 28 29

AS-404 D1

A1

C1

AS-403F7

AS-401

F2

F4

F1

AS-401

C5

AS-404B1

AS-401C3

AS-401 F5

AS-401

E3

E5

E1

E2

NURSE

STATION

3A-143

T/R 3A-112B

CLEAN

HOLDING

3A-114

SOILED

UTILITY

3A-119

STAFF

3A-121

PT 2

BARIATRIC

3A-122

T/R 3A-122B

T/R 3A-124B

PT 3

3A-124

CLEAN

LINEN

3A-125

ALCOVE

3A-123

T/R 3A-127B

T/R 3A-103B

HAC

3A-116

T/R

3A-120A SCI/D 1

3A-120

PT 12

ISOLATION

3A-112

ANTEROOM

3A-113

NURSE

MGR

3A-142

NUTRITION

3A-106

STAFF T/R

3A-102

NURSE

SATELLITE

3A-117

EQUIPMENT

ALCOVE

3A-126

WOUND

CARE

3A-145

PHARMACY

3A-146

OXG

3A-104

ALCOVE

3A-109

ELEC

3A-105

CORRIDOR

3A-100D

PHYSICIAN

3A-108

NURSE

SATELLITE

3A-110

PT 13

3A-111

T/R 3A-111B

A146

A145

A144

A127

A127B

A121

A114

A124B

A122B

A125

A103B

A102

A112B

A113A

A142

A107

A108

A119

A122

A120

A124

A112

A111

A113B

A120A

A115

A105

A104

A111B

A111A

A124A

A116

NURSE

SERVER

RECESSED

PPE

RECESSED PPE

NURSE

SERVER

NURSE

SERVER

RECESSED PPE

CORRIDOR

3A-100C

UTILITY

SHAFT

3 A

1 A

3 A

1 A

3 A

1 A

1 A 1 A

1 A

1 A

3 A

1 A

1.1 A

1.1 A

1.1 A

1 A

3 A

3 A

3 A

3 A

3 A

3 A

3 A

3 A

2 A2 A

2 A

2 A

1 A

3 A

3 A

3 A

2 A

1 A

1 A

1 C

1 C

1 C

1 A

1 A

1 A

1 A

1 A

1 A 3 A

1 A

1.1 A

1 A

1.1 A

1 A

1 C

3 A 1 A

3 A

2 A

2 A

3 A

3 A

1 C

1 C

3 A

3 A 2 A

/SEE F1 AS-103

S

E E

F

A S

-1

EJ

EJ

9'-3 5/8" 7'-4 3/8" 1'-0 3/8" 6'-9" 15'-5 3/8" 8'-2 1/2" 15'-5 1/4"

5' -3

/2

2'

-1

/8

8' -6

/4

1'

-4

/8

" 6'

-3

/4

'-6

3' -0

7'

-8

/2

8' -5

/4

2'

-3

/4

5' -7

/2

9'

-9

/8

'-0

/2

8'

-5

5' -1

1/

2"

ALIGN

ALIGN

± 7'-9 1/4" 8'-2 11/16" 8'-5 3/8" 9'-2 1/4" ± 8'-4 1/8"

'-0

/8

'-4

/8

1'-0 3/8" 11'-5 3/4" 5'-4 13/16" 8'-4 7/8" 8'-4 1/8" ± 15'-0"

EJ

EJ

ALIGN

ALIGN ALIGN

± 2'-1"

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

REF.

AS-603

F2

AS-403

D1

LINE OF SOFFIT

OVERHEAD @

7'-2" AFF

LINE OF BULKHEAD

AS-403

F1 7' -1

1/

2"

7' -1

1/

2"

9' -9

8'-11"

7'-11"

MATCH LINE A

M A

T C

H L

IN

E

B

MATCH LINE A

M A

T C

H L

IN

E

B

'-3

/4

7'

-9

8'-0"

TYP

A112A

2 A

3 A

A122A EJ

EJ

HIGH

LOW

STAIR #5

STAIR #6

C8

AS-601

TYP

C8

AS-601

TYP

SUSPENDED TV FROM

STRUCTURE ABOVE -

SEE CEILING PLAN

E9

AS-504

MIDLEVEL

TEAM

MEETING

3A-107

3'-4 1/4"

3' -0

EXISTING DOOR TO REMAIN.

REFINISH DOOR AND PAINT

FRAME TO MATCH NEW

A100D

CR

CRCR

CRCR

S5

S3

S2

S2

S2

S2 S2

S2S4

S4

S5

S2

S4

REF.

REF.

CR

EMHO

PO

CR

6 A

6 A

6 A

6 A 6 A

S2

S2

S2

S2

S2

S2

S2 S2

S2

S2

S2

S2

S2

S2

S2

S3

S3

S6

S6 S6

S10

S3

S3

S2

S9

S9

S11

GROMMET

GROMMET

3 A

3 A

1 A

1 A

1 A

BRACKETS

3 A

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH

ADJACENT SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. REFER TO 600 SERIES DWGS FOR FLOOR FINISH PATTERNS.

16. PROVIDE CORNER GUARDS PER D9/AS603 AT ALL OUTSIDE CORNERS (TYP).

17. REFER TO AS-603 FOR SIGN CALL OUTS.

TO STRUCTURE ABOVE

4"

PROVIDE BLOCKING

4"

4"

TO STRUCTURE ABOVE

UNDER CABINET LIGHT.

SEE ELEC DWGS

PROVIDE BLOCKING

CR

P

PO

EMHO

CARD READER

PUSH TO OPEN

POWER OPERATED SLIDE

ELECTROMAGNETIC HOLD OPEN

(CONNECTED TO FIRE ALARM A100)

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

NORTH3RD FLOOR KEYPLAN

AS-104

ENLARGED PLAN & DETAILS

SCALE: 1/4" = 1'-0"

F1

ENLARGED 3RD FLOOR PLAN - A WING - MED/SURG - ZONE 3

SCALE: NO SCALE

B8

GENERAL NOTES

SCALE: 1" = 1'-0"

E8

TYP COUNTER DTL

SCALE: 1" = 1'-0"

F7

TPY COUNTER DTL @ SINK

SCALE: NO SCALE

C8

4A-108

4A-109

4A-111

4A-110

4A-113

4A-112

4A-114

4A-115

HSKG

4A-115A

TLT

TLT

OPEN TO BELOW

(1ST FLOOR ROOF)

N

A

B

B'

C

E

F

G

H

L

K

D

K'

M

N1

M1

L1

K1

H1

17' 18 19 20 22 23 24 25 26 27 28 2921

5TH FLOOR ROOF

4TH FLOOR ROOF

5TH FLOOR ROOF

6TH FLOOR ROOF

PENTHOUSE ROOF

5TH FLOOR ROOF

6TH FLOOR ROOF

EXISTING

MECHANICAL

EQUIPMENT

DN TO RETURN MAIN ON

LOWER LEVEL ROOF. SEE

MECHANICAL DWG

ROOF BELOW

EXISTING

MECHANICAL

EQUIPMENT

ABANDONED/CAPPED

OPENING

EXISTING

MECHANICAL

EQUIPMENT

EXISTING

MECHANICAL

EQUIPMENT

BY OTHERS

EXISTING MECHANICAL

EQUIPMENT BY OTHERS

EXISTING MECHANICAL

EQUIPMENT BY OTHERS

1ST FLOOR MECH ROOM ROOF

HEPA FILTER BAG. SEE

MECHANICAL DWG.

HEPA FILTER BAG. SEE

MECHANICAL DWG.

SUPPORT POST

SEE DTL A1/AS-105

HORIZ SUPPORT &

POST SEE DTL

D1/AS-105

HORIZ SUPPORT &

POST SEE DTL

D1/AS-105

HORIZ SUPPORT & POST

SEE DTL C1/AS-105

HORIZ SUPPORT & POST

SEE DTL A1/AS-105

EQUIPMENT SUPPORT

SEE DTL C1/AS-105

EQUIPMENT SUPPORT

SEE DTL C1/AS-105

EXISTING 2" CONCRETE

ROOF PLANK

EXISTING CONCRETE

STRUCTURE

EXISTING INSUL & ROOFING

SYSTEM TO REMAIN

BUILT-UP ROOF FLSH'G

& FLSH'G CEMENT

FILL VOID w/ NON-

SHRINK GROUT

2x BLOCKING

INSUL INFILL TO

MATCH EXISTING

NEW PLATE & POST PER

STRUCTURAL DWGS

PLANK SUPPORT

PER STRUCT DWGS

CLAMPING RING & CONTINUOUS

BEAD OF SEALANT

EXISTING 2" CONCRETE

ROOF PLANK

EXISTING CONCRETE

STRUCTURE

EXISTING INSUL & ROOFING

SYSTEM TO REMAIN

BUILT-UP ROOF FLSH'G

& FLSH'G CEMENT

2x BLOCKING

INSUL INFILL TO

MATCH EXISTING

NEW PLATE & POST PER

STRUCTURAL DWGS

PLANK SUPPORT

PER STRUCT DWGS

CLAMPING RING & CONTINUOUS

BEAD OF SEALANT

HORIZ POST SUPPORT &

ANCHORS PER STRUCT DWGS

HORIZ POST SUPPORT

& ANCHORS PER

STRUCT DWGS

DUCT PENETRATION

THROUGH EXTERIOR WALL

OVER EXITING WINDOW.

SEE MECHANICAL DWGS.

C5

AS-103

SIM

EXG INSUL & ROOFING SYSTEM

EXG CONC ROOF PLANK & BEAM

PRESSURE TREATED WD

BLOCKING

LAP NEW EPDM FLASHING OVER EXISTING

STEEL ANGLE; SEE

STRUCTURAL DRAWINGS

MECH

EQUIPMENT

CONTINUE EPDM FLASHING

UP TO NEW ANGLE

STEEL BEAM; SEE

STRUCTURAL DRAWINGS

ANGLE FRAME @ NEW ROOF

OPNG PER STRUCT DWGS

CONTINUOUS 3/4" FIRE RATED

EXTERIOR GRADE PLYWOOD

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

A WING

AREA

OF WORK

NORTH3RD FLOOR KEYPLAN

AS-105

ROOF PLAN & DETAILS

SCALE: 1/8" = 1'-0"

E4

ROOF PLAN

SCALE: 1 1/2" = 1'-0"

A1

DTL - ROOFTOP MECH SUPPORT

SCALE: 1 1/2" = 1'-0"

D1 DTL - ROOF HORIZ SUPPORT 8x8

SCALE: 1/8" = 1'-0"

F1

ENLARGED 4TH FLOOR PLAN - DUCT PENETRATION

SCALE: 1 1/2" = 1'-0"

C1

DTL - NEW ROOFTOP EQUIPMENT SUPPORT STRUCTURE

GWB PNT-902

CORNER GUARD

WHITE

BOARD

GWB PNT-902

2' -6

6"

2' -0

/4

1'-0"

WHITE

BOARD

GWB PNT-902

2' -6

6"

2' -0

/4

1'-0"

GWB PNT-906

A121

GWB PNT-902

TRIPLE TIER

PHENOLIC LOCKERS

GWB PNT-902

C8

AS-601

B34B34

U30

EXISTING LAUNDRY

CHUTE DOOR

OPEN FRONT

W/ PIPE COVER

GWB PNT-901

BRACKET

SUPPORT

2' -1

0" 4"

1' -1

0" 6"

2' -0

6"U33 U30

UNDERCOUNTER

REFREGERATOR

OPEN FRONT

W/ PIPE COVER

PTDSD

GLOVE

DISPENSER

F7

AS-104

SIM

BRACKET

SUPPORT

1' -2

2'

-0

2' -0

4"

2' -6

U36 U36

5' -2

4"

2' -6

DRYING

PEGBOARD

BRACKET

SUPPORT

1'-0"

U42 U34 U42

PTDSD

GLOVE

DISPENSER

1' -0

2'

-0

6" 1'

-8

2' -1

0" GWB PNT-904

SCHEDULE-TOILET ROOM ACCESSORIES

I.D.

NO.

EQUIPMENT DESCRIPTION

JSN

NUMBER

MANUFACTURER

MODEL

NO.

DEPARTMENT

(ROOM NAME)

H W D POWER WATERDATA DRAIN V V V C C CAIR COMMENTS

LOGISTICSUTILITIESSIZEPLAN

1-1 SOAP DISPENSER A5075 T/R - - - - - - - - V C

1-2 PAPER TOWEL DISPENSER A5080 T/R - - - - - - - - V C

1-3 METAL FRAMED MIRROR T/R - - - - - - - - C C

1-4 SANITARY NAPKIN

DISPOSAL

T/R - - - - - - - -

1-5 COAT HOOK T/R - - - - - - - -

1-6 GRAB BARS T/R - - - - - - - -

C C

C C

C C 18" VERTICAL, 36" HORIZONTAL, 42" HORIZONTAL

1-7 TOILET TISSUE DISPENSER T/R - - - - - - - - V C

1-8 FLIP DOWN GRAB BARS T/R - - - - - - - - C C PATIENT TOILET ROOMS

1-9 HORIZONTAL SHOWER

GRAB BAR

T/R - - - - - - - - C C PATIENT TOILET ROOMS

PCT-202

PCT-403

1-2 1-1

1-3

1-6

1-7

PNT-904

PCT-202

PCT-403

1-1

1-2

PNT-904

3' -6

A102

PCT-202

PCT-403

1-6

1-5

PNT-904

3' -6

PCT-202

PCT-403

1-6 1-6

1-7

PNT-904

3' -6

SOAP

DISH

MIRROR

(R E

C O

M M

3' -6

2' -6

M

IN

2' -1

0"

CL

* WHEN WALL SPACE PERMITS

SANITARY

NAPKIN

DISPOSAL

SIDE WALL GRAB BAR

FOR WATER CLOSET

REAR WALL GRAB BAR

FOR WATER CLOSET

PAPER TOWEL

DISPENSERS

NOTE:

MOUNTING HEIGHTS MAY VARY DEPENDING ON REACH RANGE CONDITION. FIXTURES AND ACCESSORIES SHOWN ARE FOR GRAPHIC PURPOSES ONLY, REFER TO SPECS FOR ACTUAL PROJECT MODEL NUMBERS.

12" MAX 42" MIN

54" MIN

16"-18"

24" MIN

36" MIN* CL

M

IN

M

IN

M A

X

TOILET PAPER

DISPENSER LOCATION

O P

E R

A T

IN

G

H W

M A

X T

O

HAND

DRYER

SANITARY

NAPKIN

DISPENSER

ROBE

HOOK

5' -0

2' -0

M

IN

39"-41"

BLOCKING

AREA

3' -4

S E

A T

H T

F

G

H

AS-401

A1

A147

A147B

A147A

3 A

3 A

1 C

3 A

PT 10

3A-147

7' -1

1/

2" 8'

-1

/8

NURSE SERVER UNIT RECESSED PPE

14'-5 1/8"

AS-401

B5

ALIGN

S1

S7

BRACKET

SUPPORT

PTDSD

GLOVE

DISPENSER

SHARPS DISPENSER

A147 PNT-904

RB-402

PATIENT LIFT

OPEN FRONT

W/ PIPE COVER

U42

B20

BRACKET

SUPPORT

U30 U30

OPEN FRONT

W/ PIPE COVER

PTD SD

GLOVE

DISPENSER

SHARPS

DISPENSER

A135

PNT-904

RB-402

PATIENT LIFT

B30

F7

AS-104

SIM

BRACKET

SUPPORT

TO SLAB - 3RD FLR

25'-0"

LINEN/TRASH

CARTS

REMOVABLE BASKETS

(AVAILABLE IN 2", 6", 8" DEEP)

FOOD TRAY COMPARTMENTS

(CLEAN AND DIRTY)

4"1'-4 1/2"4"

WALL OPENING

2'-0 1/2"

1' -1

/4

1"

2' -6

/8

1/ 2"

1/

2" 1"

3' -4

/8

8' -0

B26OPEN FRONT

W/ PIPE COVER

REF.

B26

U26U26U26

REF.

GWB PNT-902

TRIPLE TIER

PHENOLIC LOCKERS

SIM

PTD

SD

E8

AS-104

_________F7

AS-104

SIM

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

NORTH

AS-401

ENLARGED PLANS & ELEVATIONS

SCALE: 3/8" = 1'-0"

D1

INT ELEV - NURSE SATELLITE - EAST

SCALE: 3/8" = 1'-0"

D2

INT ELEV - NURSE SATELLITE - NORTH

SCALE: 3/8" = 1'-0"

D4

INT ELEV - NURSE SATELLITE - SOUTH

SCALE: 3/8" = 1'-0"

D5

INT ELEV - NURSE SATELLITE - WEST

SCALE: 3/8" = 1'-0"

F2

INT ELEVATION - STAFF ROOM - EAST

SCALE: 3/8" = 1'-0"

F4

INT ELEVATION - STAFF ROOM - WEST

SCALE: 3/8" = 1'-0"

C5

SOILED UTILITY ELEVATION

SCALE: 3/8" = 1'-0"

C1

INT ELEV - MED ROOM - EAST

SCALE: 3/8" = 1'-0"

C3

INT ELEV - WOUND CARE

SCALE: 3/8" = 1'-0"

C2

INT ELEV - MED ROOM - NORTH

SCALE: 3/8" = 1'-0"

F5

INT ELEV - ANTEROOM

SCALE: 12" = 1'-0"

E7

SCHEDULE-TOILET ACCESSORIESSCALE: 3/8" = 1'-0"

E1

INT ELEV-STAFF TR-3A-102 - EAST

SCALE: 3/8" = 1'-0"

E2

INT ELEV-STAFF TR-3A-102 - SOUTH

SCALE: 3/8" = 1'-0"

E3

INT ELEV-STAFF TR-3A-102 - WEST

SCALE: 3/8" = 1'-0"

E5

INT ELEV-STAFF TR-3A-102 - NORTH

SCALE: 1/4" = 1'-0"

F7

TYPICAL ACCESSORY MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"

C7

ENLARGED PT ROOM 10

SCALE: 3/8" = 1'-0"

A1

INT ELEV - PT ROOM 10 - CORRIDOR WALL

SCALE: 3/8" = 1'-0"

A2

INT ELEV - PT ROOM 7 - CORRIDOR WALL

SEE PATIENT TOILET ROOMS ON AS-402

SCALE: 3/4" = 1'-0"

B5

INT ELEVATION - CORRIDOR - NURSE SERVE - SINGLE

SCALE: 3/8" = 1'-0"

F1

INT ELEVATION - STAFF ROOM - SOUTH

AS-402

B4

A139B

8' -0

GWB PNT-904

RB-402

10"

6" 7'

-6

8' -0

GWB PNT-904

RB-402

AS-402

F8

GWB PNT-906

RB-402

VWC-704

AS-402

D6

PTD SD

A139

GLOVE

DISPENSER

GWB PNT-904

RB-402

B5

AS-503

PATIENT LIFT

PCT

1-61-6

SHOWER HEAD

1-9

PATIENT LIFT

A139B

PCT

1-1

1-2 1-5

10"

PATIENT LIFT

PCT

PATIENT LIFT

CABINET

6' -0

2'

-0

2'-0"

1-6

1-7

WALL LIGHT. SEE

ELECTRICAL

1-3

1-8 3'

-0

PATIENT LIFT

PCT

1-6 1-6

SHOWER HEAD

1-8

1-9

LIGHT FIXTURE

GAS OUTLETS

TACKBOARD

NURSE CALL

AUX. JACK

BED LOCATOR

SIGN S1

BED CONNECTIONS

EE

E

D

EE

E

D

LIGHT SWITCH

V A

OUTLINE OF BED

SL

1'-7 1/2" 4'-6" 1'-7 1/2"

7'-9"

O

COORIDOR SIDE

WINDOW SIDE

EEEEE D

EE = EMERGENCY POWER

E = NORMAL POWER

D = DATA/VOICE OUTLET

A = AIR

O = OXYGEN

V = VACUUM

SL = SLIDE

PLAM-502 PANEL

RETURN LAMINATE AT ALL EDGES.

METAL EDGE TRIM AT

PERIMITER

1/4" GAP AT

PANEL

TRANSITIONS. 1'

-7

/2

1' -6

PLAM-502

PANEL.

PLAM-502

PANEL

4' -7

7"

2' -4

6"

PLAM-501

ACCENT PANEL

WALL BASE, SEE FINISH SCHEDULE.

EQ EQ

E Q

E Q

VA SLO

LIGHT SWITCH

QUAD OUTLET/USB

LIGHT SWITCH

APPLY VWC-704

DIRECTLY TO WALL

PLAM-502 PANEL

LIGHT FIXTURE

TO SLAB - 3RD FLR

25'-0"

TV

MARKER BOARD

TACKBOARD

2' -6

1'

-4

1' -4

8' -0

WARDROBE

PLAM-501

COUNTER TOP SSM-504

1/

2"

3' -1

0" 2'

-2

HANGER

ROD

ADJ SHELF

1'-4"4'-0"

6"

COUNTER SUPPORT BRACKET.

CONT WALL CLEAT.

BACK PANEL

PLAM-501

NOTE: FACES OF PANELS, MARKER AND

TACKBOARDS TO BE FLUSH.

K

K'

AS-402E3

E4

E5

E6

AS-402

F1

F2

F4

F6

T/R 3A-139B

PT 9

3A-139

3 A

1 A

3 A 1 A

1 A

6 A

AS-402D4

FD

A139

A139A

A139B

1/4"/FT

1/8"/FT

1/ 8"

/F T

1/ 4"

/F T

D8

AS-402

1 A 2 A

2 A

'-0

VARIES BY ROOM

+/- 4'-1 1/2" 3'-10 1/2" 3'-10 1/2" 1'-11 3/8" UNO

LINE OF FLOORING ACCENT

ALIGN FLOORING INSET WITH EDGE

OF HEADWALL PANEL.

HEADWALL

2' -0

10"

2' -1

1" 5'

-9

/4

2'-1 1/2" 4'-2 3/4"

1' -8

1' -0

1'-4" 3'-0" 1'-0"

1'-6"

NURSE SERVER UNIT

1-9

1-6

1-6

1-8

1-6

1-7

1-3

1-11-2

S1

S3

GROMMET; TYP

TO SLAB - 3RD FLR

25'-0"

D8

AS-402

1' -1

/4

1"

2' -6

/8

1/ 2"

3/

8"

1/ 8"

1" 3'

-4

/8

8' -0

6"

LINEN/TRASH

CARTS

LINEN/TRASH

CARTS

REMOVABLE BASKETS

(AVAILABLE IN 2", 6", 8" DEEP)

FOOD TRAY COMPARTMENTS

(CLEAN AND DIRTY)

6 1/4" 6 1/4"

TO SLAB - 3RD FLR

25'-0"

D8

AS-402

NURSE SERVER UNIT:

REMOVABLE BASKETS 15-3/4"x23-5/8"

(AVAILABLE IN 2", 4", 8" DEEP)

LINEN/TRASH

CARTS

LINEN/TRASH

CARTS

7" 1'-4 5/8" 1 1/4" 1'-4 5/8" 7"

3' -1

1/ 2"

3' -5

/8

FOOD TRAY COMPARTMENTS

(CLEAN AND DIRTY)

WALL OPENING

4'-0 1/2"

W A

LL

O

P E

N

IN

G

6' -1

1/

8"

TO SLAB - 3RD FLR

25'-0"

C O

R R

ID

O

R C

E

IL

IN

G

8' -0

A

.F .F

3' -5

/8

1/ 2"

3/ 4"

3/

4" 2'

-6

/4

1' -1

/8

REMOVABLE

BASKETS

LINEN/TRASH

CARTS

1 A

CABINET DOORS

& PULLS W/

SELF CLOSING

HINGES

2 1/2" MTL STUDS

@ 12" O.C.

LATCHING

ACROVYN DOORS

IN HM FRAME

FOOD TRAY

COMPARTMENT

1"

1/ 2"

1"

3/4" PLAM PANEL.

SHIM FLUSH W/

T.O. STOP

NURSE SERVER

UNIT

1.1A 1.1A

1/

4"

PLASTIC LAMINATE PANEL FACE OF WALL

A

PLAN

BED LOCATOR

NOTE: RETURN LAMINATE AT ALL PANEL EDGES.

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A Se rv ic e D i s a b l e d Vet e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

DATE

Date

Project No.

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

RENOVATE

MEDICAL SURGICAL WARD

FOR PATIENT PRIVACY

VAMC BECKLEY, WEST VIRGINIA

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

2023-06-01

517-19-302

SH AE

DESCRIPTIONNO.

CONSULTANT ENGINEER OF RECORD

Phase

FINAL CONTRACT

DOCUMENT SUBMISSION

FULLY SPRINKLERED

NORTH

AS-402

ENLARGED PLANS & ELEVATIONS -

PATIENT ROOM AND BATHROOM

SCALE: 3/8" = 1'-0"

F1

INT ELEVATION-PT ROOM 9-EAST

SCALE: 3/8" = 1'-0"

F2

INT ELEVATION-PT ROOM 9-SOUTH

SCALE: 3/8" = 1'-0"

F4

INT ELEVATION-PT ROOM 9-WEST

SCALE: 3/8" = 1'-0"

F6

INT ELEVATION-PT ROOM 9-NORTH

SCALE: 3/8" = 1'-0"

E3

INT ELEVATION-T/R 9-SOUTH

SCALE: 3/8" = 1'-0"

E4

INT ELEVATION-T/R 9-WEST

SCALE: 3/8" = 1'-0"

E5

INT ELEVATION-T/R-9-NORTH

SCALE: 3/8" = 1'-0"

E6

INT ELEVATION-T/R-9-EAST

SCALE: 3/4" = 1'-0"

F8

TYPICAL PT ROOM HEAD WALL

SCALE: 3/4" = 1'-0"

B4

INT ELEVATION - PT ROOM FOOT WALL

SCALE: 1/2" = 1'-0"

E1

ENLARGED PT ROOM 9

SCALE: 3/4" = 1'-0"

D4

INT ELEVATION - CORRIDOR - NURSE SERVER

SCALE: 3/4" = 1'-0"

D6

INT ELEVATION - PT ROOM - NURSE SERVER

SCALE: 3/4" = 1'-0"

D8

SECTION - NURSE SERVER

SCALE: NO SCALE

B8

NURSE SERVER AXONOMETRIC

FURNITURE SHOWN FOR REFERENCE ONLY

F

B1

AS-403

AS-403

F5

AS-403 F3

AS-403

C3

AS-403D3

2'-7"

3" 2'-1" 3"

4"

'-7

/8

7/

8" 1'

-0

/8

4" 2'-1" +/- 7'-6 1/4" 8 7/8"8 7/8"

VWC-703 TO WRAP COLUMN

COVER.

LINE OF WALL BELOW

2' -0

5'

-1

5/

5" 2'

-1

3"

B5

AS-403

A

LI

G N

ALIGN

B3

AS-403

HIGH COUNTER

FUR OUT WALL AND PROVIDE

BLOCKING AS NEEDED TO

ACHIEVE 7 3/8" RADIUS.

MITER CORNER OF ACR-804

AND MOUNTING FIN.

1/2" RADIUS AT CORNERS, TYP.

1/2" RADIUS AT

CORNERS, TYP. GROMMETGROMMET

GROMMET

8"

3' C

LE

A

R T

O W

A

LL

C L

C L

CL

B1

AS-403

+/- 3'-4 11/16" 6'-6"

4" 4"

1' -7

/2

4"

9"

4" 1 1/2" EQ EQ 1 1/2" 4"

1' -0

1'

-6

3' -6

3FORM FIN

B3

AS-403

SSM-503

WP-706

PLAM-501

MB-404

VWP-703

CL

4"

CL

LINE OF LIGHT FIXTURE

ACR-803

B5

AS-403

_________ 1' -0

2'

-6

2' -6

RB-401

VWP-703

4" 4"

4"

SSM-503, EASED EDGES, TYP.

1 1/2" EQ EQ 1 1/2"

BACK LIT ACR-802 PANEL

MOUNTED ON STAINLESS

STEEL STANDOFFS BEYOND.

MTL-404 METAL REVEAL BASE.

9" 4"

/2

4"

LINE OF LIGHT FIXTURE.

ACR-803

TO SLAB - 3RD FLR

25'-0"

F

1'…