Architectural Drawing.pdf

DURING DEMOLITION WORK, THE CONTRACTOR MUST KEEP ALL EMERGENCY SYSTEMS ON-LINE AND IN OPERATION INCLUDING THE EXISTING SECURITY SYSTEM, FIRE ALARM, ETC. SEE ADDITIONAL REQUIREMENTS BY MECHANICAL, ELECTRICAL, AND PLUMBING.

THE SCOPE OF DEMOLITION WORK IS DEFINED BY THE EXISTING BUILDING CONSTRUCTION AS WELL AS THE CONTRACTOR'S ON SITE OBSERVATION OF THE EXISTING CONDITIONS. THE CONTRACTOR SHALL REMOVE EVERYTHING IN THE WAY OF NEW CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF ALL ITEMS INDICATED AND AS REQUIRED FOR RENOVATION SHOWN. WALLS AND PARTITIONS SHALL BE REMOVED FULL HEIGHT, UNLESS INDICATED OTHERWISE.

THE ARCHITECT IS NOT RESPONSIBLE FOR COORDINATING DETAILS RELATING TO EXISTING UNKNOWN CONDITIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE NEW CONSTRUCTION WITH THE EXISTING CONSTRUCTION AND INVESTIGATE AND VERIFY AS NECESSARY REGARDING EXISTING, UNKNOWN CONDITIONS. NO CLAIM FOR EXTRA COMPENSATION WILL BE CONSIDERED DUE TO DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD

SUCH AN EXAMINATION OF THE SITE BEEN MADE.

DEMOLITION WORK IS TO BE COORDINATED WITH THE EXISTING CONDITIONS AND SEQUENCED WITH THE OWNER AND/OR PER THE PROJECT PHASING. WHEN UNFORESEEN CONDITIONS ARE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED AND CONSULTED IF THESE CONDITIONS AFFECT THE NEW DESIGN OR IF THESE CONDITIONS ADVERSELY IMPACT THE

CONSTRUCTION PROGRESS.

ALL EXISTING CONDITIONS THAT ARE TO REMAIN SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. ANY ITEMS TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION BY TRADES CONTRACTED TO THE GENERAL CONTRACTOR SHALL BE REPAIRED TO AN ACCEPTABLE LEVEL NOT LESS THAN EQUAL TO THAT PRIOR TO THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER.

ALL DEMOLISHED MATERIALS THAT ARE NOT SPECIFICALLY REQUIRED TO BE REUSED OR MARKED FOR SALVAGE BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. THE PROJECT SHALL BE POLICED AND

CLEANED AS REQUIRED EACH DAY.

DUST BARRIERS CONSISTING OF TEMPORARY PARTITIONS SHALL BE PROVIDED, WHERE DETERMINED BY THE CONTRACTOR, TO ELIMINATE ANY AND ALL CONSTRUCTION RELATED DUST OR DEBRIS FROM ENTERING ADJACENT OCCUPIED OR

UNOCCUPIED SPACES THAT ARE TO REMAIN UNTOUCHED, PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL COVER ALL EXISTING IN-PLACE EQUIPMENT TO REMAIN WITH NON-STATIC POLYETHYLENE PRIOR TO BEGINNING CONSTRUCTION IN THAT AREA. PROTECTIVE MEMBRANE SHALL REMAIN IN-PLACE UNTIL CONTRACTOR HAS

COMPLETED ANY CONSTRUCTION WHICH COULD POSSIBLY DAMAGE EXISTING EQUIPMENT.

THE CONTRACTOR SHOULD VERIFY ANY REGULATIONS, LAWS AND/OR ORDINANCES AFFECTING THE METHODS OF DEMOLITION AND THE DISPOSAL OF WASTE MATERIALS. THE OWNER ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH APPLICABLE

REGULATIONS.

REMOVE ALL ABANDONED PIPING, CONDUITS, EXPOSED WIRES AND RELATED APPURTENANCES WHICH WOULD BE EXPOSED ON EXTERIOR, BELOW NEW SOFFIT, ABOVE NEW FLOOR OR THROUGH NEW WALL FINISHES, UNLESS INDICATED OTHERWISE.

G.C. SHALL PATCH AND REPAIR ALL AREAS OF DEMOLITION ADJACENT TO REMAINING SURFACES (INCLUDES WALLS, CEILING, DOORS AND FLOOR SURFACES). CONTRACTOR TO PREPARE SURFACES FOR A UNIFORM, FIRM, SMOOTH SURFACE FOR NEW

FINISHES AS SCHEDULED. INSTALL NEW MATERIAL TO MATCH ADJACENT EXISTING.

SEE STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL FOR ADDITIONAL DEMOLITION AND DEMOLITION NOTES.17

ALL EXISTING CEILINGS TO BE REMOVED WHERE NEW CEILING ARE SCHEDULED TO BE INSTALLED. SEE REFLECTED CEILING PLAN FOR AREAS WHERE NEW CEILING TO BE INSTALLED. SEE ELECTRICAL FOR EXISTING LIGHTING TO BE SALVAGED AND

REINSTALLED.

WALLS TO BE REMOVED (SEE LEGEND) MUST BE TORN OUT WITH CAUTION. NOTIFY THE ARCHITECT IF EVIDENCE IS FOUND THAT ANY WALL TO BE REMOVED SUPPORTS STRUCTURAL LOADS. WIRING AND PLUMBING FOUND IN WALLS SCHEDULED TO

BE REMOVED SHALL BE REROUTED TO NEW PARTITIONS AS REQUIRED.

PATCH AND REPAIR ALL EXISTING WALLS & FLOORS (MATCH EXISTING SURROUNDING MATERIALS), WHERE OLD CONSTRUCTION, PLUMBING FIXTURES, DUCTS, CABINETRY, ACCESSORIES, ETC. ARE TO BE REMOVED. PROVIDE UNIFORM, FIRM, SMOOTH SURFACE FOR APPLICATION OF NEW FINISHES. SEE FINISH SCHEDULE.

BCAN O TE: SHO WIN G SW INGO F DO UB LE EG RESSD OO RS.D OU BLE EG RESS D OORFR AM EN O TE: SHOW ING THE SWINGO F DO UB LE EG RESSD OO RS.JAMBJAMBSID ESECTIO NS D OU BLE EG RESSD OORS

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DOORSTOP(B EYON D)H EAD

P LAN

CDOORBADOOR

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8 9 10 11 138.2 12

SMOKE DOORS

1.6

LIMITS OF

CONSTRUCTION

LI

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IT

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CO

NS

TR

UC

TI

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N

F

131313

13131313

13 13

14 14

14 14

141414141414

7 77

777777777

12 12

121212

12 12

8 10

3 3

1 1

1 1

4 5 1

151515

NOT IN

SCOPE OF

WORK

NOT IN

SCOPE OF

WORK

OFFICE

NURSE MGR

4J-108

MEDICATION

4J-121

EQUIPMENT

STORAGE

4J-109

EQUIPMENT

STORAGE

4J-117

ELECTRICAL

CLOSET

4J-119

TELE

4J-106

STAFF TOILET

4J-104

EQUIP

STORAGE

4J-122A

STAFF

LOUNGE

4J-120

DIRTY UTILITY

/ OXYGEN

STORAGE

4J-132

KITCHEN

4J-122B

BPO

4J-138

CLEAN

SUPPLY

4J-122

BATH RM

4J-142B

ANTE RM

4J-142A

SOCIAL

WORKER

4J-143

BATH RM

4J-141A

BATH RM

4J-139A

BATH RM

4J-136A

PATIENT RM

4J-137

BATH RM

4J-131A

EQUIPMENT

STORAGE

4J-133

GENERAL

STORAGE

4J-127

WHCH BATH

RM

4J-125A

BATH RM

4J-123A

MECH RM/SVC

BAY

4J-118

PATIENT RM

4J-114

WHCH BATH

RM

4J-112A

BATH RM

4J-110A

BATH RM

4J-107A

WAITING /

DAY RM

4J-103

PATIENT RM

4J-124

OFFICE

4J-110

PATIENT RM

4J-107

ISOLATION -

PATIENT RM

4J-105

PATIENT RM

4J-139

PATIENT RM

4J-136

PATIENT RM

4J-134

WHCH BATH

RM

4J-134A

PATIENT RM

4J-135

CLEAN LINEN

4J-130

BATH RM

4J-128A

BATH RM

4J-129A

PATIENT RM

4J-126

PATIENT RM

4J-125

BATH RM

4J-105B

PATIENT RM

4J-112

PATIENT RM

4J-113

HAC

4J-116

BATH RM

4J-114A

STAIR

S-1

CORRIDOR

CJ4-5

ISOLATION

RM

4J-142

PATIENT RM

4J-141

PATIENT RM

4J-131

PATIENT RM

4J-128

PATIENT RM

4J-123

CORRIDOR

CJ4-9

CORRIDOR

CJ4-10

NURSE

STATION

CJ4-4

DIETITIAN

4J-144

EQUIPMENT

STORAGE

4J-111

CORRIDOR

CJ4-6

CORRIDOR

CJ4-7

NURSE

STATION

CJ4-4A

NURSE

STATION

CJ4-4B

CORRIDOR

CJ4-3

ANTE RM

4J-105A

PATIENT RM

4J-115

NURSE

STATION

CJ4-8

PATIENT RM

4J-129

EXISTING 2 HR FIRE RATED WALL

EXISTING PARTITION TO BE REMOVED

EXISTING UNRATED PARTITION

LIMITS OF CONSTRUCTION

NOT IN CONTRACT (NIC)

EXISTING 1 HR SMOKE BARRIER

1/8" = 1'-0"

1 DEMOLITION FLOOR PLAN - ZONE J

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AD101

DEMOLITION FLOOR PLAN -

ZONE J

RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

GENERAL DEMOLITION NOTES

GRAPHIC LEGEND

J

KEY PLAN

TRUE

NORTH

H

1. ALL ITEMS SHOWN DASHED INDICATE ITEMS TO BE DEMOLISHED OR SALVAGED. SEE SPECIFIC NOTES BELOW FOR ADDITIONAL INFORMATION. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION NOTES.

2. ALL OPENINGS AND SURFACES MADE BARE BY DEMOLITION AND/OR REMOVAL OF MATERIALS SHALL BE REPAIRED AND/OR PATCHED TO MATCH ADJACENT FINISH. PREPARE SURFACES TO RECEIVE NEW FINISH(S).

3. CONTRACTOR TO DEVELOP AND PUBLISH INFECTION CONTROL PLAN AND SAFETY PLAN FOR APPROVAL BY COR PRIOR TO BEGINNING THEIR WORK. PLAN SHALL INCLUDE MEANS AND METHODS OF DEBRIS STAGING AND REMOVAL, BOTH INTERNALLY AND EXTERNALLY.

4. INSTALL TEMPORARY DUST AND DEBRIS BARRIERS AND VESTIBULES AROUND PROJECT LIMITS IN ACCORDANCE WITH INFECTON CONTROL PLAN. TEMPORARY BARRIERS ARE NOT TO RESTRICT REQUIRED MEANS OF EGRESS

PATHS AND WIDTHS.

5. NOT USED

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

0 4' 8' 16'

1 EXISTING STRUCTURE - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

2 EXISTING EXTERIOR WALL - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

3 EXISTING INTERIOR WALL - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

4 EXISTING CONCRETE WALL - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

5 EXISTING WALL FURRING - TO BE REMOVED

6 EXISTING DOOR & FRAME - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

7 EXISTING EXT WINDOW - TO REMAIN; PROTECT DURING DEMO AND NEW

CONSTRUCTION

8 EXISTING FLOORING AND BASE - TO BE REMOVED, TYP THROUGHOUT

9 EXISTING FLOORING AND BASE - TO REMAIN, TYP THROUGHOUT; PROTECT

DURING DEMO AND NEW CONSTRUCTION

EXISTING CEILING SYSTEM - TO BE REMOVED, TYP THROUGHOUT;

COORDINATE REMOVAL OF ALL SYSTEMS WITHIN WITH EACH RESPECTIVE

TRADE

11 EXISTING CEILING SYSTEM - TO REMAIN, TYP THROUGHOUT; PROTECT

DURING DEMO AND NEW CONSTRUCTION

12 EXISTING PLUMBING FIXTURE - TO BE REMOVED; REF PLUMBING DEMO

SHEETS

13 EXISTING INT DOOR - TO BE REMOVED

14 EXISTING INT WALL - TO BE REMOVED

REMOVE EXISTING FLOORING AT EXISTING DEPRESSED SLAB AND/OR SLAB.

REPAIR ALL FLOOR, FLOOR SUBSTRATE AND SLAB AND PREP TO RECEIVE

NEW FINISHES.

DEMOLITION SHEET NOTES

Revisions: Date:

BCAN O TE: SHO WIN G SW INGO F DO UB LE EG RESSD OO RS.D OU BLE EG RESS D OORFR AM EN O TE: SHOW ING THE SWINGO F DO UB LE EG RESSD OO RS.JAMBJAMBSID ESECTIO NS D OU BLE EG RESSD OORS

A B

DOORSTOP(B EYON D)H EAD

P LAN

CDOORBADOOR

C

E

G

H

I

J

8 9 10 11 138.2 12

J-AE301

J-AE301

1.6

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

4J-142.2 4J-142.1

4J -1

.1

4J-113.1

4J-115.14J-120

4J -1

4J -1

4J -1

4J -1

4J-117

4J-123.1

4J -1

B

4J -1

A

4J -1

S-1

4J -1

.1

4J -1

.1

4J -1

.14J -1

.1

4J -1

.1

4J -1

.1

4J -1

.1

4J-136.1

4J-137.1

4J-139.1

J-AE301

4J -1

POSITIVE

ISOLATION

RM

4J-107

NURSE

STATION

CJ4-4

EXIST MECH

RM/SVC BAY

4J-118

EXIST ELECT

4J-119

STAIR (NIC)

S-1

BATH RM

4J-113A

BATH RM

4J-112A

PATIENT RM

4J-112

PATIENT RM

4J-111

PATIENT RM

4J-110

ANTE RM

4J-105A

NEGATIVE

BARIATRIC

RM

4J-105

SOCIAL

WORKERS

WORKSTATION

4J-103

PATIENT RM

4J-113

EXIST HKPG

4J-116

BATH RM

4J-142B

STORAGE 1

4J-114

PATIENT RM

4J-115

BATH RM

4J-115A

BATH RM

4J-123A

PATIENT RM

4J-128

BATH RM

4J-126A

PATIENT RM

4J-126

PATIENT RM

4J-125

BATH RM

4J-125A

BATH RM

4J-128A

BATH RM

4J-131A

BATH RM

4J-135A

BATH RM

4J-134A

PATIENT RM

4J-134

BATH RM

4J-136A

PATIENT RM

4J-137

BATH RM

4J-137A

BATH RM

4J-139A

PATIENT RM

4J-139

PATIENT RM

4J-131

BATH RM

4J-130A

BARIATRIC

RM

4J-130

BATH RM

4J-105B

PATIENT RM

4J-136

PATIENT RM

4J-129

BATH RM

4J-129A

CART /

STRETCHER

ALCOVE

4J-124

PATIENT RM

4J-135

CORRIDOR

CJ4-3B

CORRIDOR

CJ4-7

CORRIDOR

CJ4-9

CORRIDOR

CJ4-6

NURSE

STATION

CJ4-8B

SUPPLY

STORAGE

4J-141

LOUNGE

4J-121

LO

C

K

ER

S 4J

-1

B

TLT 1

4J-120A

TLT 2

4J-120B

TE

LE

M 4J

-1

58 ASST NURSE

MANAGER

4J-108

NURSE

MANAGER

4J-109

N O

U R

IS

H

4J -1

NUTRITIONIST

OFFICE

4J-117

CRASH

MOBILE

CARTS X-RAY

4J-140

LINEN

4J-104

MED GAS

4J-122

EX. IT

4J-106

HALLWAY

CJ4-5

CORRIDOR

CJ4-10

NURSE

STATION

CJ4-8C

NURSE

STATION

CJ4-8A

STORAGE 3

4J-144

NEGATIVE

ISOLATION

RM

4J-142

PH

AR

M

AC

IS

T

O

FF

IC

E

4J -1

OMNI

4J-143

14' - 5" 16' - 2" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 2" 14' - 5"

7'

3"

/2

15' - 9 1/2" 16' - 10" 17' - 6" 15' - 2" 15' - 9 1/2" 14' - 9 1/2"

8' - 0" 8' - 0"

8'

- 0

8'

0"

U

TI

LI

TY

SO

IL

ED

4J

-1

U

TI

LI

TY

C

LE

AN

4J

-1

STORAGE 2

4J-127B

LINEN

4J-159

3'

5" 7'

6"

2'

3"

6'

9" 5'

1/ 2"

8'

0"

OMNI

4J-114B

STORAGE 4

4J-145

4J-116

4J -1

.1

4J -1

4J -1

4J -1

.2

4J -1

.2

4J -1

.3

4J -1

.1

4J-113.2

4J-114

4J-125.2

MECH SHAFT

4J-M1

7' - 3" 23' - 3" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 8' - 0" 5' - 3"

1' - 9" 1' - 9" 1' - 9" 6' - 3"

1'

9" 1'

9"

6'

3" 1'

9"

F

6'

3" 1'

9"

1'

9" 1'

9"

1' - 9"

1' - 9"

20' - 9" 22' - 6" 20' - 9" 1' - 9" 22' - 6" 1' - 9" 6' - 3" 5' - 3"

1'

9"

1'

9"

1'

9" 6'

3"

1' - 9" 22' - 8"

4'

4"

/2

22' - 8" 1' - 9"

6'

8" 6'

1/ 2"

3'

1/

2" 8'

2" 5'

6"

5'

1/

2"

13' - 9" 8' - 1" 9' - 2 1/2" 11' - 8" 8' - 4"

4J-129.2

7'

3" 7'

3"

ANTE RM

4J-107A

BATH RM

4J-107B

BATH RM

4J-111A

4J -1

.1

4J -1

.2

4J-107.3 4J-110.3

4J -1

.1

4J -1

.1

4J-111.2

4J-131.2

4J-135.2

4J-128.2

4J-103

CJ

4-

7'

8" 7'

8"

7'

7'

7'

8"

8'

- 0

ANTE RM

4J-142A

4J -1

.2

D_4A D_4A

K_3

D_4A

B_6A

B_6A

B_6A

D_4A

D_4A

B_6A

D_4AB14B

B_4A

K_2

K_3

K_2

B_4A

B14

B14B

B14 B_4A

B_4A

B_4A

B_6A

K_2

K_2

B_6A

B_4A

4J-118

7'

1/

2" 7'

2"

7'

4J -1

.2

BATH RM

4J-110B

4J -1

.2

4J -1

.2

ST

O

R . 5

4J -1

A

4J-127A

D_4A

B_4A

K_3 D_4A

B_4A

B14

B_4A

B_4A

B14B B_4A

B14B

D_4A

B_4A B_4A K_3

D_4A D_4A

D_4A

K_3

D_4A

K_3

B_4A

B_6A

B14B_4A B_4A

K_3

K_3

D_4A

K_3 B_6A

K_2

K_2

K_3

D_4A

D_4A

B_4A

B_4A

B_4A

B_4A

B_4A

B_4A B_4A

B14

B_4A

K_2

K_3

K_2 K_2

K_3

K_3

K_2

K_2

K_2

K_2

K_3

K_2

B14

K_3

K_4

K_3

B_4A K_3 B_4A

0"

120°

120°

45° 4J-130.2

B_4A

J-AE301

W1

W2

W2

W1

W1W2

TEMPORARY 1 HR

CONSTRUCTION WALL WITH

60 MIN DOOR. SEAL TEMP.

WALL TO STRUCTURAL

ABOVE AND TO ADJACENT

EXISTING WALLS

4J -1

4J -1

4H-100.11 K_3

4H-100.12

B_4A

4H-100.17

B_4A

K_3

6' - 3" 8' - 2" 7' - 6" 8' - 8" 8' - 8" 7' - 8" 7' - 8" 8' - 8" 8' - 8" 7' - 8" 7' - 8" 8' - 8" 8' - 8" 7' - 6" 8' - 2" 6' - 3"

4H-100.24

B_4A

K_3

7' - 3 1/2" 8' - 6" 9' - 2" 7' - 8" 7' - 8" 9' - 10" 7' - 10" 7' - 4" 8' - 8" 7' - 6" 8' - 2" 6' - 3"

J-AE101

Sim

J-AE101

Sim

PATIENT RM

4J-123

J-AE101

Sim

7 1/2" 7 1/2"

13' - 0" 9' - 11"

TY

P

2'

0"

TYP

6"

4' - 6" 5' - 6 1/2" 9' - 1" 9' - 1" 9' - 1" 5' - 1" 8' - 5"

3'

0"

3'

0" 6'

0"

4'

9"

7'

1" 6'

9"

/2

12' - 1" 5' - 3" 6' - 0" 5' - 7"

6' - 0"

1' - 4"

6' - 1" 10' - 5"

1"

/2

3'

4"

1"

1"

/2

1"

/2

1"

/2

8'

0"

2'

6"

3' - 1"

6' - 3"

8'

0"

2'

6" C

LE

AR

5'

0"

10' - 0" 10' - 0"

B_4A

B_4A

NOT IN SCOPE

OF WORK

NOT IN SCOPE

OF WORK

EXISTING WALLS. CONTRACTOR VERIFY

THAT WALL MEET REQUIREMENTS OF A

1 HOUR FIRE/SMOKE BARRIER. SEAL

WALL AT FLOOR AND ROOF DECK

ABOVE. FIRE SEAL ALL OPENINGS. TYP.

EXISTING 1 HR FIRE BARRIER

NEW UNRATED PARTITION

EXISTING UNRATED PARTITION

EXISTING 1 HR SMOKE BARRIER

NEW 1 HR SMOKE BARRIER

NEW 1 HR FIRE BARRIER

EXISTING 2 HR

FIRE BARRIER

LIMITS OF

CONSTRUCTION

NOT IN CONTRACT

(NIC)

ALL EXTERIOR WALLS TO BE REPAIRED AS

REQUIRED FROM REMOVAL OF EXISTING

ADJACENT AND/OR CONNECTED DEMO'D

WALLS. ALL EXISTING WALLS SHALL BE

PREPARED IN THEIR ENTIRETY (FROM

EXISTING FLOOR DECK TO EXISTING ROOF

DECK ABOVE TO RECEIVE NEW FINISHES AS

SCHEDULED. SEE SPECIFICATIONS,

SCHEDULE AND DRAWINGS. ANY INSULATION,

CAULKING AROUND WINDOWS, SEALANTS,

WALL PENETRATIONS, ETC AND RELATED

APPURTENANCES SHALL BE

REPAIRED/REPLACED IF DAMAGED TO

MAINTAIN THE INTENDED FUNCTION OF THE

EXISTING EXTERIOR WALLS AND

RELATED/CONNECTED ELEMENTS.

CONTRACTOR TO VERIFY 3RD FLOOR

BEAM LOCATIONS PRIOR TO

CONSTRUCTION. CONDITIONS IN FIELD

MAY VARY FROM RECORD DRAWINGS.

VERIFY WALL PLACEMENTS AND

PLUMBING FIXTURE / PIPING

PLACEMENT WITH BEAMS BELOW.

FIELD VERIFY

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

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B

C

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E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE101

NEW FLOOR PLAN - ZONE J RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1/8" = 1'-0"

1 NEW FLOOR PLAN - ZONE J

ROOM # ROOM NAME AREA

4J-103 SOCIAL WORKERS WORKSTATION 123 SF

4J-104 LINEN 18 SF

4J-105 NEGATIVE BARIATRIC RM 244 SF

4J-105A ANTE RM 71 SF

4J-105B BATH RM 63 SF

4J-106 EX. IT 15 SF

4J-107 POSITIVE ISOLATION RM 279 SF

4J-107A ANTE RM 66 SF

4J-107B BATH RM 57 SF

4J-108 ASST NURSE MANAGER 97 SF

4J-109 NURSE MANAGER 123 SF

4J-110 PATIENT RM 361 SF

4J-110B BATH RM 64 SF

4J-111 PATIENT RM 292 SF

4J-111A BATH RM 61 SF

4J-112 PATIENT RM 262 SF

4J-112A BATH RM 65 SF

4J-113 PATIENT RM 332 SF

4J-113A BATH RM 71 SF

4J-114 STORAGE 1 41 SF

4J-114B OMNI 36 SF

4J-115 PATIENT RM 271 SF

4J-115A BATH RM 96 SF

4J-116 EXIST HKPG 37 SF

4J-117 NUTRITIONIST OFFICE 90 SF

4J-118 EXIST MECH RM/SVC BAY 518 SF

4J-119 EXIST ELECT 56 SF

4J-120 NOURISH 90 SF

4J-120A TLT 1 42 SF

4J-120B TLT 2 34 SF

4J-121 LOUNGE 146 SF

4J-121B LOCKERS 61 SF

4J-122 MED GAS 47 SF

4J-123 PATIENT RM 270 SF

4J-123A BATH RM 96 SF

4J-124 CART / STRETCHER ALCOVE 75 SF

4J-125 PATIENT RM 332 SF

4J-125A BATH RM 71 SF

4J-126 PATIENT RM 262 SF

4J-126A BATH RM 65 SF

4J-127A STOR. 5 26 SF

4J-127B STORAGE 2 20 SF

4J-128 PATIENT RM 308 SF

4J-128A BATH RM 64 SF

4J-129 PATIENT RM 336 SF

4J-129A BATH RM 57 SF

4J-130 BARIATRIC RM 337 SF

4J-130A BATH RM 59 SF

4J-131 PATIENT RM 318 SF

4J-131A BATH RM 64 SF

4J-132 UTILITY CLEAN 108 SF

4J-133 UTILITY SOILED 113 SF

4J-134 PATIENT RM 263 SF

4J-134A BATH RM 65 SF

4J-135 PATIENT RM 332 SF

4J-135A BATH RM 71 SF

4J-136 PATIENT RM 245 SF

4J-136A BATH RM 60 SF

4J-137 PATIENT RM 262 SF

4J-137A BATH RM 60 SF

4J-138 CRASH MOBILE CARTS X-RAY 40 SF

4J-139 PATIENT RM 264 SF

4J-139A BATH RM 60 SF

4J-140 CRASH MOBILE CARTS X-RAY 40 SF

4J-141 SUPPLY STORAGE 157 SF

4J-142 NEGATIVE ISOLATION RM 270 SF

4J-142A ANTE RM 70 SF

4J-142B BATH RM 65 SF

4J-143 OMNI 29 SF

4J-144 STORAGE 3 116 SF

4J-145 STORAGE 4 32 SF

4J-158 TELEM 118 SF

4J-159 LINEN 18 SF

4J-160 PHARMACIST OFFICE 111 SF

4J-M1 MECH SHAFT 27 SF

CJ4-3B CORRIDOR 250 SF

CJ4-4 NURSE STATION 200 SF

CJ4-5 HALLWAY 355 SF

CJ4-6 CORRIDOR 511 SF

CJ4-7 CORRIDOR 574 SF

CJ4-8A NURSE STATION 59 SF

CJ4-8B NURSE STATION 67 SF

CJ4-8C NURSE STATION 56 SF

CJ4-9 CORRIDOR 804 SF

CJ4-10 CORRIDOR 401 SF

13267 SF

NEW WORK AREA SHEDULE - ZONE J

GRAPHIC LEGEND

J

KEY PLAN

TRUE

NORTH

H

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

0 4' 8' 16'

4J-114 STORAGE 1 41 SF

4J-127B STORAGE 2 20 SF

4J-141 SUPPLY STORAGE 157 SF

4J-144 STORAGE 3 116 SF

4J-145 STORAGE 4 32 SF

365 SF

STORAGE AREA TOTALS

FLOOR PLAN KEYED NOTES

1/8" = 1'-0"

2 3RD FLOOR BEAM LOCATIONS - FIELD VERIFY

E

G

H

I

J

8 9 10 11 138.2 12 1.6

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

F

FOR MECHICAL AND

ROOFING WORK ON ROOF -

SEE MECHANICAL

FOR MECHICAL WORK IN

PENTHOUSE - SEE

MECHANICAL

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

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B

C

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A

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE102

NEW WORK ROOF PLAN -

ZONE J

RENOVATE FOR PATIENT

PRIVACY -

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

J

KEY PLAN

TRUE

NORTH

H

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

0 4' 8' 16'

1/8" = 1'-0"

1 EXISTING ROOF PLAN - ZONE J

9"

3' -6

1' -0

LOUVER SIZE AS

REQ'D

1' -9

"C" LABEL

9"9"

SOUND RATED

5' -0

UE PR PATIENT ROOM

ENTRY

7' -0

5'-0"

4'-0" 1'-0"

3' -6

DASHED LINES INDICATE

OPENING REQD BY

MODIFICATION IN

REMARKS

SINGLE PATIENT

ROOM ENTRY

9"

3' -6

1 3 11 19 50

9"

3' -6

7'

0"

9"

3' -6

9"

4'-0"

9" 9"

INTEGRATED DOOR

ASSEMBLY

4"

4"

HOLLOW METAL

DOUBLE EGRESS

DOOR FRAME

4"

4" 2"

2"

HOLLOW METAL -

PATIENT TOILET ROOM

2"

SPLIT HEAD

FOR LIFT

TRACK

SCH.

SCH.

2"

2"

HOLLOW METAL

2"

SCH.

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

DOOR AND FRAME NOTES:

1. ALL DOORS SHALL BE TYPE F-WD 1 3/4" THICK UNLESS NOTED OTHERWISE.

2. TOP AND SIDE RAILS SHALL BE 9" MIN. BOTTOM RAILS SHALL BE 12" MIN.

CLARIFICATION OF GLAZING TYPES:

FG-1: 1/4" CLEAR FLOAT GLASS

FG-3: 1/4" CLEAR TEMPERED FLOAT GLASS

LG-1: 3/4" TEMPERED LAMINATED GLAZING

DOOR SCHEDULE ABBREVIATIONS / MODIFICATIONS

A LAMINATED GLAZING

AG ALL-GLASS ENTRANCE DOOR - LG-1

CR CARD READER ACCESS

D DOUBLE GLAZED TEMPERED GLASS

H ELECTRIC HOLD

L LOUVER

LP LIGHT PROOF LOUVER

M MECHANICAL SEAL FOR LIGHT PROOF AND SOUND RETARDING DOOR

PB PUSH BUTTON ACCESS

SD SLIDING DOOR (3'-6" CLEAR OPENING)

T TEMPERED GLASS

TO TEMPERED OBSCURE

U UNDERCUT 3/4"

UE UNEQUAL

V1 VIEW PANEL 4" x 32" (1/4" TEMPERED GLASS, WIRE GLASS AT FIRE RATED DOORS)

V2 VIEW PANEL 24" x 36" (1/4" THICK TEMPERED GLASS)

V3 VIEW PANEL 10" x 10" (1/4" TEMPERED GLASS, WIRE GLASS AT FIRE RATED DOORS)

W1 VIEW PANEL 10" x 10" (1/4" WIRE GLASS)

DOOR RATINGS

"A" LABEL: 3 HOURS FIRE RATED DOOR

"B" LABEL: 1 1/2 HOURS FIRE RATED DOOR

"C" LABEL: 3/4 HOUR FIRE RATED DOOR

2"

2"

HOLLOW METAL

2"SCH.

3' -1

0" 3'

-4

J-AE501

J-AE501

3'

4"

2' - 0"

3'

4"

2' - 6"

W1 W2

LG-1 LG-1

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

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123456789

B

C

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E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE103

DOOR SCHEDULE & DOOR /

FRAME TYPES

RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

DOOR NO

DOOR FRAME

RATING HW

VA Door

Sign Type REMARKSPAIR WIDTH HEIGHT TYPE MAT'L MAT'L TYPE

4H-100.11 3' - 6" 8' - 6" 1 WD HM 10 2H U

4H-100.12 3' - 6" 8' - 6" 1 WD HM 10 2H U

4H-100.17 3' - 6" 8' - 6" 1 WD HM 10 2H U

4H-100.24 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-103 3' - 0" 7' - 0" 19 WD HM 2 4J V1

4J-105.1 4' - 0" 7' - 0" 3 WD HM 2 4P TO

4J-105.2 4' - 0" 7' - 0" 3 WD HM 2 1K TO

4J-106 3' - 0" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

4J-107.1 4' - 0" 7' - 0" 3 WD HM 2 4P TO

4J-107.2 4' - 0" 7' - 0" 3 WD HM 2 1K TO

4J-107.3 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-107.4 4' - 0" 7' - 0" 3 WD HM 2 1B TO

4J-108 3' - 0" 7' - 0" 19 WD HM 2 4J V1

4J-109 3' - 0" 7' - 0" 19 WD HM 2 4J V1

4J-110.1 4' - 0" 7' - 0" 3 WD HM 2 1B TO

4J-110.3 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-111.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-111.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-112.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-113.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-113.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-114 3' - 0" 7' - 0" 1 WD HM 2 4F W1, U

4J-115.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-115.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-116 3' - 0" 7' - 0" 1 WD HM 2 5D U

4J-117 3' - 0" 7' - 0" 19 WD HM 2 4J V1

4J-118 3' - 10" 7' - 0" 1 WD HM 2 4F W1

4J-119 3' - 0" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

4J-120 3' - 0" 7' - 0" 19 WD HM 2 4E V3

4J-120A 3' - 0" 7' - 0" 19 WD HM 2 4B W1

4J-120B 3' - 0" 7' - 0" 19 WD HM 2 4B W1

4J-121 3' - 0" 7' - 0" 19 WD HM 2 SH-4 V1

4J-122 3' - 6" 7' - 0" 11 WD HM 2 C LABEL 5B W1, U

4J-123.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-123.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-125.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-125.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-126.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-127A 3' - 0" 7' - 0" 1 WD HM 2 4G

4J-128.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-128.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-129.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-129.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-130.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-130.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-131.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-131.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-132 3' - 8" 7' - 0" 11 WD HM 2 C LABEL SH-3C PB, W1

4J-133 3' - 8" 7' - 0" 11 WD HM 2 C LABEL SH-3C PB, W1

4J-134.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-135.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-135.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-136.1 4' - 0" 7' - 0" 3 WD HM 2 1B TO

4J-136.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-137.1 4' - 0" 7' - 0" 3 WD HM 2 1B TO

4J-137.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-139.1 UE PR 5' - 0" 7' - 0" 50 WD HM 2 8Z TO

4J-139.2 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-141 3' - 8" 7' - 0" 11 WD HM 2 C LABEL 4F W1, U

4J-142.1 4' - 0" 7' - 0" 3 WD HM 2 4P TO

4J-142.2 4' - 0" 7' - 0" 3 WD HM 2 1K TO

4J-142.3 3' - 6" 8' - 6" 1 WD HM 10 2H U

4J-144 3' - 0" 7' - 0" 11 WD HM 2 C LABEL 4F W1

4J-145 3' - 0" 7' - 0" 1 WD HM 2 4G

4J-160 3' - 0" 7' - 0" 19 WD HM 2 4J V1

CJ4-6 PR 7' - 0" 7' - 0" 42 HM HM 50 SH-10A V1

E

G

H

I

J

8 9 10 11 138.2 12

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0" A.F.F.

GYP-01

9' - 0"

1.6

4J-107

CJ4-4

4J-119

J -1

A

J -1

A

4J-112 4J-111

4J-110

J -1

A

4J-105

4J-103

4J-113

4J-142B

4J-114

J -1

4J-115A

4J-123A

4J-128

J -1

A

4J-126

4J-125

J -1

A

J -1

A

J -1

A

J -1

A

J -1

A

4J-134

J -1

A

4J-137

J -1

A

J -1

A

4J-139

4J-131 4J-130

J -1

B

4J-136

4J-129

J -1

A

4J-124

4J-135

CJ4-3B

CJ4-7

CJ4-6

CJ4-8B

4J-141

J -1

J -1

B

4J-120A 4J-120B

4J-158

J -1

J -1

J -1

J -1

74J-140

4J-104

4J-122

4J-106

C J -5

CJ4-10

CJ4-8C

CJ4-8A

A.F.F.

AT-01

9' - 0"A.F.F.

AT-01

9' - 0" A.F.F.

AT-01

9' - 0"A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0" A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

8' - 6"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0" A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0" A.F.F.

AT-01

9' - 0"

A .F

.F

A T

-0

A .F

.F

A T

-0

A.F.F.

AT-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

AT-02

8' - 0"

A.F.F.

AT-01

8' - 6"A.F.F.

AT-01

8' - 6"

A.F.F.

AT-01

8' - 6"

A.F.F.

AT-01

8' - 6"

A.F.F.

AT-01

8' - 0"

A.F.F.

AT-01

8' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-02

8' - 0"

A .F

.F

A T

-0

A.F.F.

AT-01

9' - 0"A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A.F.F.

AT-02

8' - 0"

A.F.F.

GBH-01

7' - 10"

CJ4-9

CJ4-10

A.F.F.

AT-02

8' - 0"

J -1

A

4J-144

J -1

4J-142 4J-142A

4J-145

J -1

4J-133

4J-132

4J-127B

F

A.F.F.

GYP-01

9' - 0"A.F.F.

GYP-01

9' - 0"A.F.F.

GYP-01

9' - 0" A.F.F.

GYP-01

9' - 0"

A.F.F.

GYP-01

9' - 0"

A .F

.F

A T

-0

J -1

B

A.F.F.

AT-01

9' - 0"

A.F.F.

AT-01

9' - 0"

A.F.F.

GYP-01

9' - 0"A.F.F.

GYP-01

9' - 0"

J -1

A

J -1

J -1

A

J -1

B

A.F.F.

AT-02

8' - 0"

4J-159

S-1

4J-118

J -M

J -1

S S

S S

S S

S S

S S

S S

A.F.F.

AT-02

8' - 0"

J -1

B

S S

S S

4J-127A

A.F.F.

GBH-01

7' - 10"

A.F.F.

AT-01

8' - 0"

A.F.F.

GBH-01

7' - 10"

A.F.F.

GBH-01

7' - 10"

A.F.F.

GBH-01

7' - 10"

A.F.F.

GBH-01

7' - 10"

A.F.F.

AT-01

9' - 0"

EXISTING WALLS. CONTRACTOR VERIFY

THAT WALL MEET REQUIREMENTS OF A

1 HOUR FIRE/SMOKE BARRIER. SEAL

WALL AT FLOOR AND ROOF DECK

ABOVE. FIRE SEAL ALL OPENINGS. TYP.

24" x 24" RETURN AIR OUTLET

24" x 24" AIR SUPPLY DIFFUSER

EXHAUST GRIELLE

24" x 24" LIGHT FIXTURE

RECESSED DOWNLIGHT

S CEILING PATTERN ORIGIN

PATIENT LIFT MOTOR AND TRACK

24" x 48" LIGHT FIXTURE

AT-01 24" x 24" ACOUSTICAL CEILING TILE

AT-02 24" x 48" ACOUSTICAL CEILING TILE

GYP-01 SUSPENDED GYPSUM BORAD CEILING

GBH-01 GYPSUM BOARD BULKHEAD

WALL MOUNTED STRIP LIGHT FIXTURE

24" x 24" EXHAUST AIR OUTLET

24" x 24" LIGHT FIXTURE ON EMERGENCY CIRCUIT

24" x 48" LIGHT FIXTURE ON EMERGENCY CIRCUIT

SURFACE MOUNTED LIGHT FIXTURE

EXIT FIXTURE

DESIGN/BUILD

o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t 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, OCT 1978

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

V e te ra n s

A ff a ir s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

/3

/2

:2 :2

A

M

Sheet of

AE111

REFLECTED CEILING PLAN RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1/8" = 1'-0"

NEW - RCP - ZONE J

J

KEY PLAN

TRUE

NORTH

H

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

0 4' 8' 16'

RCP GRAPHIC LEGEND

RCP GRAPHIC LEGEND

REFER TO SHEET GI002 FOR FLOOR PLAN GENERAL NOTES, SHEET NOTES, SYMBOL

LEGENDS, AND ABBREVIATIONS.

REFER TO SHEET IN103 FOR CEILING FINISH SELECTIONS.

Fourth Floor 0' - 0"

Penthouse Floor 14' - 0"

8 9 10 11 138.2 12

PATIENT RM

4J-128

BATH RM

4J-126A

PATIENT RM

4J-126

PATIENT RM

4J-125

BATH RM

4J-134A

PATIENT RM

4J-134

PATIENT RM

4J-131

BARIATRIC

RM

4J-130

PATIENT RM

4J-129

PATIENT RM

4J-135

Fourth Floor 0' - 0"

Penthouse Floor 14' - 0"

E G H I J

NEGATIVE

BARIATRIC

RM

4J-105

PATIENT RM

4J-131

BATH RM

4J-105B

CORRIDOR

CJ4-9

CORRIDOR

CJ4-6

CORRIDOR

CJ4-10

F

Fourth Floor 0' - 0"

Penthouse Floor 14' - 0"

EGHIJ

EXIST ELECT

4J-119

PATIENT RM

4J-110

PATIENT RM

4J-129

BATH RM

4J-129A

CORRIDOR

CJ4-9

CORRIDOR

CJ4-6

LOCKERS

4J-121B

NURSE

MANAGER

4J-109

HALLWAY

CJ4-5

STORAGE 2

4J-127B

LINEN

4J-159

F

Fourth Floor 0' - 0"

9 10

NURSE

STATION

CJ4-4CORRIDOR

CJ4-10

TELEM

4J-158

J-AE502

SIM.

J-AE502

SIM.

SCH. AT

SCH. AT

J-AE505

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE301

BUILDING SECTIONS RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1/4" = 1'-0"

1 BUILDING SECTION 1 - ZONE J

1/4" = 1'-0"

2 BUILDING SECTION 2 - ZONE J

1/4" = 1'-0"

3 BUILDING SECTION 3 - ZONE J

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

0 2' 4' 8'

3/8" = 1'-0"

4 BUILDING SECTION 4 - ZONE J

B

C

A

DOUBLE EGRESS DOOR

FRAME

NOTE: SHOWING THE SWING

OF DOUBLE EGRESS

DOORS.

JAMBJAMB

SIDE

SECTIONS DOUBLE EGRESS

DOORS

A B

DOOR

STOP

(BEYOND)

HEAD

PLAN

C

DOOR

BA

DOOR

C

09.029

DECK

1/2" GAP MAX. FILL w/

FIRESTOP SEALANT

SCH. PTN - DO NOT SECURE

GWB AND VERTICAL STUDS TO

TOP TRACK. RE: DEFLECTION

TRACK DETAIL

Z CLIPS @ 24" O.C. MAX.

EXISTING SPRAY-APPLIED

FIREPROOFING ON BEAM

NEW SPRAY-APPLIED

FIREPROOFING ON BEAM

1/ 2"

VARIES

(3) #8 PAN HEAD

SCREWS @ EACH

STUD

6" x 18GA. UNPUNCHED TRACK w/ MIN. 1

1/4" LEGS NOTCHED AT EACH STUD.

ATTACH TO MIN. (3) STUDS AND

EXTEND TO (1) STUD BEYOND

EQUIPMENT ATTACHMENT POINT

09.002

WALL BACKING TYPE B

USE FOR:

- BULLETIN BOARDS

- BULLETIN BOARDS w/ GLASS

LOCKING DOORS

- BUMPER GUARDS

- DOOR STOPS

- DOOR HOLDERS

- MIRRORS

- LIQUID CHALK BOARDS

- SIGNAGE

- BATH AND TOILET ACCESSORIES

(EXCEPT GRAB BARS)

- TELEPHONES

- LITERATURE / MAGAZING RACKS

- HAND RAILS

- CRASH RAILS

- CHART RACKS

- DIRECTORIES

ALLOWABLE LOADS:

VERTICAL: 90 LBS

LATERAL: 45 LBS

FASTEN AT EACH END WITH

MIN. 4 TAPPING SCREWS

CUT HORIZONTAL MEMBER

FROM STUD AS ONE PIECE

WALL FINISH

NOTE: CONTRACTOR SHALL

COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS

ISOMETRIC

09.002

WALL BACKING TYPE A

USE FOR:

- GRAB BARS (NOT SWING-UP

TYPE)

- CABINETS

- SHOWER SEATS

HOLLOW METAL FRAME

PROVIDE FRAME ANCHOR AT

OPENINGS > 6'-4" IN WIDTH

SCHED. DOOR

CAULK - ENTIRE PERIMETER

BOTH SIDES

08.003

SEE SEE DET. 8 FOR

HEADER FOR HEADER

SCHEDULED PARTITION

@ UNRATED AND 1 HOUR PARTITIONS

2"

1/2"

VARIES

M

IN

1/ 2"

LINE OF STOP AND GLASS @ WINDOW

ACOUST. INSUL. @ STC-RATED

PARTITIONS

HOLLOW METAL FRAME

PROVIDE FRAME ANCHOR AT

OPENINGS > 6'-4" IN WIDTH

SCHED. DOOR

CAULK - ENTIRE PERIMETER

BOTH SIDES

08.005

SEE DET. 8 FOR

HEADER

SCHEDULED PARTITION

4"

1/2"

VARIES

2"

HOLLOW METAL CASED

OPENING FRAME JOINED TO

JAMB MEMBERS TO CREATE

STRUCTURAL FRAME

LINE OF CEILING

PROVIDE 2" SLOT IN HEAD FOR

PATIENT LIFT TRACK PASSAGE

09.006

ATTACH TRACK TO

HEADER w/ #10 SMS @ 16" O.C.

20 GA. NESTED STUD.

ATTACH RUNNER TRACK TO

NESTED STUD w #10 SMS @

12" O.C. - TYP EACH FLANGE

LINE OF OPENING FRAME

@ OPENINGS TO 3'-4" WIDE @ OPENINGS FROM 3'-4" TO 12'-0" WIDE

ATTACH TRACK TO

HEADER w/ #10 SMS @ 16" O.C.

DBL STUD BOX HEADER:

4"x20 GA @ OPNGS TO 6'-4" WIDE 6"x20 GA @ OPNGS TO 8'-4" WIDE 8"x20 GA. @ OPNGS TO 12'-0" WIDE

EXTEND WEB & ATTACH TO JAMB

STUD BEYOND

HEADER ATTACHMENT

TO JAMB BEYOND

LINE OF OPENING FRAME

HEADER ATTACHMENT

TO JAMB BEYOND

20 GA. NESTED STUD

HEADER - FOLD BACK 90

DEG. & FASTEN TO JAMB

STUD w (3) #10 SMS @

EACH STUD FLANGE

CUT NESTED STUD

FLANGE SHORT OF JAMB

STUD

PAIRED 16 GA JAMB

STUDS

EXTEND WEB OF BOX

STUDS OVER JAMB

STUDS & ATTACH w/ (3) #

10 SMS @ 6" HEADERS

AND (2) #10 SMS @ 4"

HEADERS

PAIRED 16 GA JAMB

STUDS

TRACK

TRACK

09.007

LINE OF FINISHES

@ OPENINGS TO 3'-4" WIDE @ OPENINGS FROM 3'-4" TO 12'-0" WIDE

NESTED STUD. ATTACH TO

TRACK w/ #10 SMS @ 12"

O.C. EACH FACE

16 GA. TRACK - FOLD

BACK 90 DEG. & FASTEN

TO JAMB STUD w (3) #10

SMS @ EACH STUD

FLANGE

CRIPPLE STUD

PAIRED 16 GA JAMB

STUDS

NESTED STUD

TRACK

ATTACH RUNNER TO

CRIPPLE STUDS BELOW

w/ (1) #10 SMS EACH

FACE

CRIPPLE STUD

PAIRED 16 GA JAMB

STUDS

LINE OF FINISHES

ATTACH RUNNER TO

CRIPPLE STUDS BELOW

w/ (1) #10 SMS EACH

FACE

09.013

DOOR

OPENING

WINDOW

OPENING

DUCTEQ

EQ

M

AX

0'

6"

EQ

EQ

DEEP LEG SLOTTED

DEFLECTION TRACK

HORIZONTAL

BRACING

DBL 16GA STUDS

@ EACH OPENING

JAMB - TYP. BACKING PLATE

IN TYPE AND

LOCATION AS

REQ'D

CEILING LINE

HEADER

CONDITION VARIES

BY OPENING WIDTH

BEAM

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

J-AE501

09.005

C

LE

AR

3/ 4"

CONT. LATERAL BRACE: 1-1/2"

CR CHANNEL w/ 1-1/2"x2"x16

GA. CLIP ANGLE @ EACH

STUD - CLIP LENGTH = STUD

WIDTH LESS 1/4"

BTM OF DECK

ACOUSTIC CAULK @

NON-RATED PTNS;

FIRESTOP @ RATED

PTNS

M

AX

0'

6"

VARIES

PTN TYPE

BOARD NUMBERS AND

TYPE VARIES - SEE PTN

TYPE

PROVIDE SLIP-FIT PAN

HEAD SCREW AT EACH

STUD FLANGE IN SLOTS

C

LE

AR

3/ 4"

1. INSTALL GYPSUM BOARD ANCHORS TO

STUD CLEAR OF TRACK

2. WHERE TOP TRACK RUNS PARALLEL TO

DECK FLUTES, INSTALL CONT. 14 GA.

PLATE ACROSS 2 FLUTES MIN. ON DECK

BEFORE TRACK.

3. AT UNRATED PTNS, INSTALL

FIRESTOPPING IN FLUTES ABOVE

PLATE/TRACK. AT RATED PTNS, INSTALL

FIRESTOPPING IN ALL CONCEALED FLUTES

ABOVE PLATE/TRACK

SLOTTED DEFLECTION TRACK

09.011

SC

H

. P

TN

SCH. PTN.

SC

H

. R

AT

ED

P

TN

ATTACH @ 24" O.C. VERT.

SCH. UNRATED PTN.

RATED

UNRATED

09.010

30'-0" MAX.

0' - 0 1/2"

SC

H

P

TN

BOARD NUMBER AND

TYPE VARIES - SEE PTN

TYPE

CONTROL JOINT

09.014

MAX.

0' - 6"

MAX.

0' - 6"

NOTE:

BOARD MUST SPAN 2 STUDS BEFORE

CANTILEVER - REF UL DESIGN

DECK

1/2" GAP MAX. FILL w/

FIRESTOP SEALANT

STUDS

RUNNER TRACK

FILL ENTIRE VOID AND GAPS w/

FORMING MAT'L

09.008

BOARD NUMBER AND

TYPE VARIES - SEE PTN

TYPE

SEALANT :

ACOUSTIC @ NON-RATED

PARTITIONS

FIRESTOP @ RATED

SCH. PTN

0'

1/ 2"

09.012

PLAN SECTION

HSS 3x3x1/4 w/ 1/4" BASE PLATE. ANCHOR TO SLAB w/

(4) 3/8" EXP. BOLTS

ATTACH STUDS TO TUBE

" M

AX

0'

6" M

IN

M

AX

0'

1/

2"

REFER TO DETAILS

FOR TOP OF WALL

CONFIGURATION

ANCHORAGE TO

SLAB TO PROVIDE

RESISTENCE TO 50#

CONCENTRATED

LOAD APPLIED TO

TOP OF PARTITION.

CAULK - ENTIRE PERIMETER

BOTH SIDES

08.004

MIN. (3) ANCHORS PER

JAMB WELDED TO DR.

FRAME -FASTEN

ANCHORS TO STUDS w/

MIN. (2) #10 SMS PER

ANCHOR - FLR. ANCHOR

WELDED TO FRAME

AND FASTENED TO

SLAB w/ (2) 0.14" PAF

20 GA. STUDS FULL HT

TO STRUCT ABOVE. RE:

SCHEDULED PARTITION

SCHED. DOOR

2"

MIN.

4"

1/ 2"

@ UNRATED AND 1 HOUR PARTITIONS

LINE OF STOP AND

GLASS @ WINDOW

ACOUST. INSUL. @ STC-

RATED PARTITIONS

PROVIDE HOSPITAL STOPS @ BOTTOM BOTH SIDES

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE501

WALL - CEILING DETAILS RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

3" = 1'-0"

1 RATED PTN HEAD AT BEAM

1 1/2" = 1'-0"

2 WALL BACKING - TYPE B

1 1/2" = 1'-0"

3 WALL BACKING - TYPE A

3" = 1'-0"

4 TYPICAL DOOR HEAD DETAILS

3" = 1'-0"

5 PATIENT TOILET ROOM DOOR HEAD

3" = 1'-0"

8 HEADER FRAMING @ STUD PTN OPENINGS

3" = 1'-0"

9 SILL FRAMING

1/4" = 1'-0"

7 TYPICAL PARTITION FRAMING

3" = 1'-0"

13 DEFLECTION TRACK (TYP @ FULL HT PTNS)

3" = 1'-0"

10 INTERIOR PTN INTERSECTION

3" = 1'-0"

11 GWB CONTROL JOINT

1" = 1'-0"

14 RATED PTN AT INTERSECTING BEAM

3" = 1'-0"

12 BASE OF STUD PTN

3" = 1'-0"

15 STRUCTURE FOR PARTIAL HGT PTNS

3" = 1'-0"

6 TYPICAL DOOR JAMB DETAILS

3" = 1'-0"

16 DOUBLE EGRESS DOOR DETAILS

09.018

SCH. AT

SYSTEM

REF

RCP

REF

RCP

REF. RCP

CORNER BEAD

0'

4" 0'

2"

VA

R

IE

S

0'

4"

09.017

SCH. AT

SYSTEM

SHADOW MOLD

10.001

2'

SIDE ELEVATION

FRONT ELEVATION

UPSWING GRABBAR

(2) 5"x3"x1/4" ANGLES ANCHORED

TO STRUCTURAL FLOOR. ATTACH

VERT. TUBE w/ 1/2" THROUGH

BOLT IN SLOT

DECK

APPLIED FINISH

HSS 6"x2"x1/4" FROM FLR TO DECK w/ 1/4" x 12" BASE PLATE. ANCHOR TO

SLAB w/ 3/8" EXP. BOLTS

16 GA. METAL STUDS

(4) 1/4" THROUGHBOLTS

PER BAR: PREDRILL

HOLES IN TUBE

PLAN

ANCHORAGE TO PROVIDE

RESISTANCE FOR SUPPORT TUBE AND

PLATES TO A SINGLE 250#

CONCENTRATED LOAD WHEN APPLIED

AT ANY POINT IN ANY DIRECTION TO

GRABBAR.

10.004

SCH. HANDRAIL

WALL BACKING TYPE B

CONCEALED

ANCHOR PLATE

10.005

SCH. HANDRAIL

WALL BACKING TYPE B

CONCEALED

ANCHOR PLATE

1 1/2"

11.001

REF

RCP

SUPPORTS TO DECK PER

MFR'S RECOMMENDATIONS

DIAGONAL BRACING PER

MFR'S

RECOMMENDATIONS

PATIENT LIFT ENGINE

SCH. ACT SYSTEM w/

MOLD. CONT. ALONG RAIL

2.75" HIGH PATIENT LIFT

RAIL. HOLD TIGHT TO

CEILING LINE.

PATIENT LIFT HANDLE.

PROVIDE (1) DOCKING

STATION PER PATIENT LIFT

SYSTEM.

45°

3/

4"

DESIGN PATIENT LIFT SYSTEM TO

ACCOMMODATE PATIENT LOAD OF

550# EXCLUSIVE OF SYSTEM

DEAD LOAD WITH A SINGLE

MOTOR.

SUPPORT CONFIGURATION

SHOWN IS CONCEPTUAL. REFER

TO SPECIFICATIONS FOR

REQUIRED DELEGATED DESIGN.

10.003

SCH. PTN

ALUM. RETAINER

BUMPER GUARD COVER

FINISH EXPOSED EDGES OF GYP. BD. @

BTM OF GUARD w/ J MOLD . SKIM AND

PAINT TO MATCH ADJ. PARTITION

LINE OF BASE BELOW

SCH. PTN

ALUM. RETAINER

BUMPER GUARD COVER

LINE OF BASE BELOW

WALL END CAP

WALL OUTSIDE CORNER

10.002

REF

RCP

8 GA. SUSPENSION WIRE @

24" O.C. IN ADDITION TO TYP.

CLG GRID SUSPENSION

WIRE

20 GA. MTL STUD ATTACHED

TO CLG. GRID

CUBICLE CURTAIN TRACK

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

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123456789

B

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D

E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE502

ARCHITECTURAL DETAILS RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

3" = 1'-0"

6 GYP. BD. BULKHEAD

3" = 1'-0"

7 ACOUST. CLG @ WALL - TYP.

1 1/2" = 1'-0"

1 UP-SWING GRAB BAR

3" = 1'-0"

2 CRASH RAIL

3" = 1'-0"

3 HAND RAIL

1 1/2" = 1'-0"

4 PATIENT LIFT TRACK SUPPORT

3" = 1'-0"

5 CORNER GUARD

3" = 1'-0"

8 CUBICLE CURTAIN TRACK SUPPORT

10.005

WP-1 WP-2 WP-3

2' -1

0"

/2

/2

4' -0

HNDRL-01

CR-01 CR-01

FR PLYWD

2" DOOR WIDTH 2"

DOOR IN

FULLY

OPENED

POSITION

SCH WP SCH WP

WALL PROTECTION

EXTENTS FOR DOORS

OPENING 180 DEGREES

C G

-0

8' -0

CORNER GUARD

RE: AE501 FOR WALL BACKING TYPES FOR WALL PROTECTION ELEMENTS

2" 2"

FE CAB

FOR AN UNOBSTRUCTED APPROACH, THE

MAXIMUM FORWARD REACH TO THIS

EQUIPMENT (FOR EXAMPLE, THE FIRE

EXTINGUISHER HANDLE) IS 48" ABOVE THE

FLOOR. THE MAXIMUM SIDE REACH FOR

SUCH AN APPROACH IS 54'. THE ACTUAL

MOUNTING HEIGHTS FOR CABINETS

HOUSING THIS EQUIPMENT CAN BE

DETERMINED BY REVIEWING THE EXACT

DIMENSIONS OF THE SPECIFIED CABINET

AND THE POSITIONING OF THE FIRE

EQUIPMENT WITHIN THAT CABINET

09.030

CL

DOOR WHERE OCCURS

CERAMIC /

PORCELAIN TILE

SST TRANSITION

STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

CRACK ISOLATION OR

WATERPROOFING

MEMBRANE - EXTEND 2"

UNDER RESILIANT

SLAB

1/2"

AS

S

C H

DOOR WHERE OCCURS

CERAMIC /

PORCELAIN TILE

RESILIANT

TRANSITION STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

SLAB

CL

CERAMIC / PORCELAIN TO RESILIANT

CARPET TO RESILIANT

DOOR WHERE OCCURS

RESILIANT

FLOORING

HEAT-WELDED SEAM

BETWEEN RESILIANT

SHEET FLOORING

ADHERED SEAM BETWEEN

RESILIANT SHEET AND

OTHER RESILIANT

RESILIANT FLOORING

(TILE OR SHEET)

SLAB

CL

RESILIANT TO RESILIANT

RESILIANT EDGE STRIP -

CENTER UNDER DOOR

WHERE OCCURSRESILIANT

FLOORING SLAB

CL

RESILIANT TO CONCRETE

DOOR WHERE OCCURS

DOOR WHERE OCCURS

RESINOUS

FLOORING -

SLOPE TO DRAIN

ACCESSIBLE SST

TRANSITION STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

SLAB

CL

RESINOUS TO RESILIANT

1/ 8"

1/ 2"

1 1/8" SLAB

SLOPED

RESIONOUS

THINSET BED

RESINOUS FLOOR /

INTEGRAL BASE

SST TRIM PROFILE

SCH. WALL TILE

2" 1/

2"

INTEGRAL RESINOUS BASE 09.032

DRAIN STRAINER SET FLUSH

WITH FINISHED FLOOR

SURFACE

1/ 8"

RESINOUS FLOORING - 1/8"

MAX. HT. @ DRAIN

LINEAR DRAIN BODY -

RECESS INTO EXISTING

SLAB

PORCELAIN TILE SIMILAR

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE503

ARCHITECTURAL DETAILS RENOVATE FOR PATIENT

PRIVACY -

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1/2" = 1'-0"

1 WALL PROTECTION TYPES

12" = 1'-0"

2 FLOOR TRANSITIONS

6" = 1'-0"

3 RESINOUS FLOORING @ DRAIN

06.005E2013-CAB_BASE_4DRWR-001

SE

E

EL

EV

0'

6"

2' - 1"

CONT. LADDER BASE

SCH. TOP

SOLID FACE STILE

SEAL

SCH. BASE

4 SIDED FRAME UNDER

TOP;FACE FRAME

UNDER DRAWERS

WALL BACKING

EQ

EQ

DC

0' - 3"

1/

4"

DRAWER

E2013-CNTR_SDSF_SKRT

CFSEAL

SE

E

EL

EV

SE

E

EL

EV

CONCEAL MOUNT

SUPPORT

SCH. TOP

1'

8"

SPEC. SUBSTRATE

E2013-BASE_SHLF

SE

E

EL

EV

0'

6"

2' - 1"

CONT. LADDER BASE

OVERLAY DOOR

ADJ. SHELF

SCH. TOP

SOLID FACE STILE

SEAL

SCH. BASE

4 SIDED FRAME

WALL BACKING

BA

0' - 3"

1/

4"

RE: SECTION BC

FOR TRASH

RECEPTICLE

RE: SECTION BB

FOR SINK

SCHED. HW

1. VERIFY DIMENSIONS OF TV

RECESS w/ VA

2. PLAM-01 ON SHROUD

3. PLAM-04 ON WARDROBE

OVERLAY DOOR

SCH. BASE

1' - 7 3/4" 4 1/4"

SCHED. HW

M0500 PLASMA TV &

MOUNT - VV

1/

4" 5'

1/ 4"

1'

/2

TV / DATA JUNCTION

BOX - RE: ELEC

1-1/2" FACE STILE

PLAM SOFFIT

ADJ. SHELF (2)

DRAWER

3/4" PLYWOOD

2' - 0"

3"

8'

0"

PWC

E2013-BASE_SINK-001

SE

E

EL

EV

0'

6"

2' - 1"

CONT. LADDER BASE

OVERLAY DOOR

SCH. TOP

SOLID FACE STILE

SEAL

SCH. BASE

WALL BACKING

HOLD PLUMBING ROUGH-

IN AS HIGH AS POSSIBLE

BB

SCHED. HW

SCHED. FIXTURE

0' - 3"

1/

4"

CONT. LADDER BASE

WALL BACKING

SCHED. HW

PLAM SOFFIT 1. VERIFY DIMENSIONS OF TV

RECESS w/ VA

2. PLAM-01 ON SHROUD

3. PLAM-04 ON WARDROBE

1' - 7 3/4" 4 1/4"

2' - 0"

1/

4" 5'

1/ 4"

1'

/2

8'

0"

3"

OVERLAY DOOR

M0500 PLASMA TV &

MOUNT - VV

TV / DATA JUNCTION

BOX - RE: ELEC

1-1/2" FACE STILE

3/4" PLYWOOD

PWH

06.007

BC

SE

E

EL

EV

0'

6"

2' - 1"

CONT. LADDER BASE

OVERLAY DOOR

SCH. TOP

SOLID FACE STILE

SEAL

SCH. BASE

4 SIDED FRAME

WALL BACKING

8" SSTL TRASH

GROMMET

0' - 3"

JSN F2017

WASTEBASKET

1/

4"

SCHED. HW

1' - 3" 1' - 9"

2'

0"

1' - 3" 1' - 9"

WARDROBE STORAGE

PLAM CABINET BODY:

1" SIDE PANELS

1/4" BACK

3/4" ALL OTHERS

BACK PANEL GLUED AND

DADO'D INTO SIDE

PANELS

SCH. HW

2 1/2"2 1/2"

1. VERIFY DIMENSIONS OF TV RECESS w/ VA

2. PLAM-01 ON SHROUD

3. PLAM-04 ON WARDROBE

SCRIBE

PW

SS COUNTERTOP

& SKIRT

1/

2"

1"

SE

E

EL

EV

CONCEALED COUNTER

SUPPORTS

PRD

E2013-BASE_DRWR_SHLF

BD

SE

E

EL

EV

0'

6"

2' - 1"

CONT. LADDER BASE

OVERLAY DOOR

ADJ. SHELF

SCH. TOP

SOLID FACE STILE

SEAL

SCH. BASE

4 SIDED FRAME

WALL BACKING

0'

5" 0'

1/ 8"

0' - 3"

SCHED. HW

DRAWER

1/

4"

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

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123456789

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE504

CASEWORK DETAILS RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1 1/2" = 1'-0"

DC SECTION AT DRAWER BANK - 4 DRAWERS

1 1/2" = 1'-0" CF SECTION AT COUNTERTOP w/ SKIRT

1 1/2" = 1'-0"

BA SECTION AT SINK BASE CABINET

1 1/2" = 1'-0"

PWC SECTION AT PATIENT ROOM WARDROBE

1 1/2" = 1'-0"

BB SECTION AT SINK BASE CABINET

1 1/2" = 1'-0"

PWH SECTION AT WARDROBE

1 1/2" = 1'-0"

BC

SECTION AT BASE CABINET - TRASH

RECEPTICLE

1 1/2" = 1'-0"

PW PLAN AT PATIENT WARDROBE

1 1/2" = 1'-0"

PRD SECTION AT PATIENT ROOM DESK

1 1/2" = 1'-0" BD SECTION AT BASE CABINET w/ DRAWER

E2013-WALL_OPEN_SHLF

WB

SOLID FACE STILE

FIN. CLG. - ELEVATION VARIES

WALL BACKING

UNDER CABINET

TASK LIGHT - REFER

TO ELEVATION FOR

LOCATIONS

ADJ. SHELF

SHELF CLIP HOLES

SE

E

EL

EV

0'

3/

4"

1' - 1"

0' - 0 3/4"

E2013-WALL_DOOR_SHLF

WA

OVERLAY DOOR

SOLID FACE STILE

FIN. CLG. - ELEVATION VARIES

WALL BACKING

SE

E

EL

EV

AT

IO

N 0'

2"

ADJ. SHELF

SHELF CLIP HOLES

1' - 1"

SCHED. HW

UNDER CABINET TASK

LIGHT - REFER TO

ELEVATION FOR

LOCATIONS

PLAM SOFFIT

E2013-CNTR-SUPT

END

1-1/2" END PANEL

1/4" EXPANSION BOLT

WOOD BLOCK

E2013-WALL_DOOR_MCRW

WCFIN. CLG. - ELEVATION VARIES

WALL BACKING

0'

1/

2" 1'

4"

VA

R

IE

S

SE

E

EL

EV

2' - 1"

PLAM SOFFIT

1" SHELF

K4460 MICROWAVE

SCHED. HW

1" SHELF

ATTACH TO ADJACENT

CABINETS w/ CONNECTOR

BOLTS

E2013-CNTR_SDSF_SINK_SEMI

CD

1'

7" 1'

2"

2'

9" 0'

5"

1' - 2"

LINE OF WALL

MOUNTED MIRROR

SOLID SURFACE TOP,

FRONT AND SIDE

SKIRTS AND SPLASH ON

SPECIFIED SUBSTRATE

2x4 AND ANGLE FRAME PER

LAV. MANUFACTURER'S

REQUIREMENTS

SCH. WALL, BASE,

FLOOR FINISHES

ABA REQ'D KNEE AND

TOE CLEARANCES

SCH. FIXTURE & TRIM

EASE EDGE PER LAV.

PROFILE

E2013-SOFFIT_PLAM

1/ 2"

AL

IG

N

SOFFIT FINISH TO MATCH CAB. DOORS

3/4" PART. BD. BRACE @ 24" O.C. MAX.

LINE OF SCH. CEILING

7'-0" U.N.O.

PS

E2013-CTOP_SDSF

CA

CAULK

1/2" SPLASH SOLID SURFACE

1/2" SPECIFICED SUBSTRATE: PROVIDE

ADDITIONAL 3/4" LAYER AT BRACKET

SUPPORTED TOPS

U.N.O.

2' - 1"

0'

1/

8"

0'

1"

1"4"

E2013-WALL_DOOR_SHLF_DEEP

WD

OVERLAY DOOR

SOLID FACE STILE

PLAM SOFFIT

WALL BACKING

SE

E

EL

EV

0'

2"UNDER CABINET

TASK LIGHT - REFER

TO ELECTRICAL FOR

LOCATIONS

ADJ. SHELF

SHELF CLIP HOLES

2' - 1"

FIN. CLG. - ELEVATION VARIES

SCHED. HW

E2013-CTOP_SPRT-002

ZB

2'

0'

6"SCH. TOP ON

SPECIFIED SUBSTRATE

SOLID FACE STILE

SCRIBE

1/4" BOLTS - (3) PER

FRAME

1-1/2"x1-1/2" x3/16"

STEEL ANGLE

BRACKET

CONT. 2X2 WALL

LEDGER W/ #10X3

SELF-TAPPING

SCREWS 16" O.C.

1. LOCATE SUPPORT FRAMES @ 32" O.C. U.N.O.

2. AT PARTIAL HEIGHT WALLS, PROVIDE

SUPPORT TUBES @ EACH FRAME. RE: D/AE515

SS DIVIDER WALL

SS HIGH SHROUD

GROMMET

LINE OF SPLASH

BELOW

1/

2"

3/ 8"

4 3/8"

2 1/2" 6 1/8" 1 3/8"

1" 2' - 10"

5"

1/ 2"

1'

/2

1/

2"1/ 4"

1/

4"

2'

6"

3'

4"

1 1/2" 3/4" 5/8"

2' - 0" 10"

SST. BASE

SS

3/4" PLAM PANEL

CONCEALED MOUNT

SUPPORT

SS TOPS, FACES, RETURNS,

SPLASH

1/2" REMOVABLE PLAM PANEL

1/

2"

TASK LIGHT ENTIRE LENGTH

OF WORKSURFACE

3" GROMMETS : (3) PER

WORKSTATION

PARTIAL HGT. WALL TUBE

SUPPORT @ EACH COUNTER

SUPPORT ANGLE

KEYBOARD TRAY - VV

1/

2"

7"

4 5/8" 2 3/8"

(1) 1/2" AND (1) 3/4"

SUBSTRATES

NURSE STATION SS ASSIGNMENTS:

SS-01: COUNTERTOPS AND SPLASHES

SS-03: DIVIDER WALLS & END WALLS

SS-04: PASS-THROUGH, HIGH SHROUD, AND CAPS

2 1/2"

SS ON SPECIFIED

SUBSTRATE

1"

LINE OF COUNTERTOP

BELOW

END PANEL PLAN

SST. BASE

SECTION

SE

E

EL

EV

1/ 4"

1/

4"

2 1/2" 5 3/8"

DIVIDER PANEL PLAN

SS ON SPECIFIED

SUBSTRATE

3/4" PLAM PANEL

1"x1" SST ANGLE:

CONCEALED FASTERNERS

LINE OF SS BELOW

PALM TO WOOD OUTSIDE CORNER

PALM TO SS OUTSIDE CORNER

SS END PANEL / DIVIDER

WALL

3/4" PLAM PANEL

1/2" PLAM PANEL

1"x1" SST ANGLE

DESIGN/BUILD

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

Ve te ra ns

Af fa irsApproved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

1/

/2

9:

:2

AM

Sheet of

AE505

CASEWORK DETAILS RENOVATE FOR PATIENT

PRIVACY -

VAMC SALEM, VIRGINIA

658-18-101

02/28/2019

TJM TJM

1 1/2" = 1'-0"

WB SECTION AT WALL CABINET - OPEN

1 1/2" = 1'-0"

WA SECTION AT WALL CABINET - 1DR/2DRS

3" = 1'-0"

EN…