2021-0129_VAMC_4W MED SURG_100 CD_DRAWINGS_REVISED.pdf

RESIDENT

SURG. SERV.

4184N

RESIDENTS

4137AN

STAFF LOUNGE

4135N

STAFF

LOCKERS

4136N

LOUNGE

4088S

EQUIP. STOR.

4127aC

SOIL. EQUIP.

4086AC

STOR.

4086C

STAFF LOUNGE

4085S

DISTRIBUTION

4127C

SERV. LOBBY

4128C

2 BEDROOM

4084S

TOILET

4054C

HAC

4053C

HAC

4052C

IT

4051C

DR. OFFICE

4046C

2 BED ROOM

4044W

TOILET

4043W

2 BED ROOM

4042W

PHYS. OFFICE

4041W

MEDS

4040W

NURSE

STATION

4039W

2 BED ROOM

4037W

ISOLATION

ROOM

4034W

2 BED ROOM

4032W

2 BED ROOM

4030W

4 BEDROOM

4028W

TOILET

4029W

TOILET

4031W

TOILET

4035W

ANTE

4033W

TOILET

4038W

HAC

4002W

TOILET

4003W

2 BED ROOM

4004W

DAY ROOM

4005W

STORAGE

4006W

TOILET

4006AW

SOIL. UTL.

4007W

TOILET

4008W

KITCHEN

4010W

FAMILY

COORD.

4011W

EXAM

4012W

STORAGE

4013W

CORRIDOR

4019W

2 BED ROOM

4014W

2 BED ROOM

4016W

TOILET

4015W

STOR.

4019aW

CLEAN LINEN

4018W

SUPPLY

4017W

ELEC. CLOS.

4013W

TOILET

4020W

TOILET

4021W

ANTE

4023W

ISOLATION

ROOM

4022W

4 STAIR W

4STW

HOSE

CLOSET

4015W

2 BED ROOM

4024W

2 BED ROOM

4027W

TOILET

4026W

VERNACARE

4024aW

ELEC.

4049C

FEC

4053C

ELEC. CLOS.

4025aW

ELEC. CLOS.

4025bW

STORAGE

4001aW

STORAGE

4001bW

4 STAIR C

4STC

CONNECTION TO OR'S

(BUILDING 6)

OPEN TO

BELOW

STAFF

LOCKERS

4138N

STAFF TOILET

4137N

WAITING

4132N

TOILET

4130N

TOILET

4131N

CORRIDOR

4180N

HOSPITAL

DIRECTOR

3022W

ADMIN

ASSISTANT

3029W

EXEC. CHIEF

OF STAFF

3021W

ASS. DIRECTOR

PATIENT SERV.

3020W

PERF. IMPROV

MGR

3019WSTAFF

ASSISTANT

3024W

HEALTH SYS.

SPEC. COS

3032W

STAFF

ASSISTANT

3033W

DATA

MANAGER

3034W

BUSINESS

OFFICER

3035W

CONFERENCE

A

3036W

ASSOCIATE

DIRECTOR

3023W

F.A.C.

3015W

EL. CLOS.

3011W

T. STAFF MALE

3009W

T. STAFF

FEMALE

3010W

CORRIDOR

3010AW

CONFERENCE

PM.

3011EW

WAITING

3011W

STORAGE

3011DW

ACNS OPC.

COORDINATOR

3011CW

INFO. MGR.

3011AW

ADMIN.

RESIDENT

3010W

LOCKERS-FAX-COPY

3008A-W

FILES

3008B-W

OFFICE

(F.FRASER)

3008W

PROGRAM

MNG. OFFICE

3007W

M.V.P.

CO-COORDINATOR

3005W

CLOSET

3006W

HOUSEKEEPING

3003C

CONFERENCE

B

3036BW

EEO

SPECIALIST

3036C

PATIENT REP.

PROG.

3037C

PATIENT REP.

PROG.

3038C

ELEC. CLOSET

3001C

3 STAIR C

3STC

ELEVATOR

LOBBY

3000C

CORRIDOR

3039C

F.E.C.

3045C

CORRIDOR

3040C

FILE STORAGE

3061AE

DISTR.

3077C

EQUIP. STOR

3078C

SERVICE

LOBBY

3076C

PAT. SERVICES

SUPERVISOR

3038C

SECRETARY

MEDICAL

3043S

DEPUTY PL

MANAGER

3043S

CORRIDOR

3041S

MED CARE LINE

MANAGEMENT

3075S

NURSE

EDUCATOR

3075AS

CONFERENCE

ROOM

3076S

DIET.

VOLUNTEER

3081E

SALAD PREP

3080C

CORRIDOR

3102E

J.C.

3103C

L.C.

3102C

STORAGE

ROOM

3101C

UTILITY

3100E

DISH WASHERS

3105C

KITCH. & DISH

WASHING

3107N

CORRIDOR

3109N

SEC. TO CHIEF

3123N

CHIEF

DIETETIC

SERVICE

3123N

PROGRAM

CLERK

3123BN

DIETECIAN

3123N

TOILET

3123EN

TOILET

3123EN

MECHANICAL

ROOM

3122N

3078C

3 STAIR W

3STW

NATIONAL

ETHICS CTR.

3011BW

ICRA & PHASING LEGEND

ICRA & PHASING KEYED NOTEX

PHASING IMPACT AREA - STAGE 1

PHASING IMPACT AREA - STAGE 2

GENERAL ICRA & PHASING NOTES

PHASING IMPACT AREA - STAGE 3

SPECIFIC ICRA & PHASING NOTES

TEMPORARY FULL HEIGHT ICRA BARRIER SEALED AIR-

TIGHT, REFER TO PARTITION TYPE 11b

A. TYPE OF CONSTRUCTION PROJECT ACTIVITY:

TYPE D - MAJOR DEMOLITION AND CONSTRUCTION

PROJECTS. INCLUDES, BUT IS NOT LIMITED TO ACTIVITIES

WHICH REQUIRE CONSECUTIVE WORK SHIFTS; REQUIRES

HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CABLING SYSTEM; NEW CONSTRUCTION; ASBESTOS

ABATEMENT WORK.

B. PATIENT RISK GROUPS THAT WILL BE AFFECTED:

HIGH RISK: CCU, EMERGENCY ROOM, LABORATORIES

(SPECIMEN), OUTPATIENT SURGERY, PHARMACY, POST

ANESTHESIA CARE UNIT, SURGICAL UNITS

C. DESCRIPTION OF REQUIRED INFECTION CONTROL

PRECAUTIONS BY CLASS (IV):

DURING CONSTRUCTION OF PROJECT:

1. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK,

PLYWOOD, PLASTIC, TO SEAL AREA FROM NON-WORK

AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK

SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT)

BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES

APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL

TO PASS THROUGH THIS ROOM SO THEY CAN BE

VACUUMED USING A HEPA VACUUM CLEANER BEFORE

LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE

THE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED

TO WEAR SHOE COVERS. SHOE COVERS MUST BE

CHANGED EACH TIME THE WORKER EXITS THE WORK

AREA.

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS INSPECTED BY THE OWNER’S

SAFETY DEPARTMENT AND INFECTION CONTROL

DEPARTMENT AND THOROUGHLY CLEANED BY THE

OWNER’S ENVIRONMENTAL

SERVICES DEPARTMENT.

8. NOTE: ALL ASBESTOS ABATEMENT WORK SHALL BE

PERFORMED AS CLASS IV WORK, AND IS FURTHER

SUBJECT TO ADDITIONAL PROVISIONS OF THE NY STATE

ASBESTOS REGULATIONS (NY DEPARTMENT OF LABOR

INDUSTRIAL CODE RULE 56).

UPON COMPLETION OF PROJECT:

1. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT

IN TIGHTLY COVERED CONTAINERS.

3. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE

COVERING UNLESS SOLID LID.

4. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

7. FOR ASBESTOS ABATEMENT WORK, CONFIRM THAT THE

LICENSED PROJECT MONITOR HAS PERFORMED A FINAL

VISUAL INSPECTION AND CONDUCTED CLEARANCE AIR

SAMPLING AS REQUIRED UNDER NY STATE ASBESTOS

REGULATIONS (NY DEPARTMENT OF LABOR INDUSTRIAL

CODE RULE 56).

D. CONSTRUCTION BARRIER MUST BE APPROVED BY COR &

SAFETY MANAGER PRIOR TO START OF CONSTRUCTION WORK.

E. SWING SPACE WILL BE REQUIRED TO FACILITATE NEW WORK.

EXACT LOCATION TBD PRIOR TO NOTICE TO PROCEED FOR

CONSTRUCTION. COORDINATE SCOPE AND LOCATION WITH VA

PROJECT MANAGER.

F. PROVIDE STICKY WALK-OFF MATS ON BOTH SIDES OF ALL ICRA

DOORS AND ACCESS POINTS.

G. CONTRACTOR TO COORDINATE TEMP PARTITION LOCATIONS

WITH THE OPERATIONAL AND SECURITY REQUIREMENTS OF THE

VETERANS ASSOCIATION (VA). TEMP BARRIER TO BE PARTITION

TYPE 11b. CONTRACTOR TO PROVIDE 45 MINUTE DOOR TYPE F (3'-0" X 7'-0") WITH HOLLOW METAL FRAME TYPE a. DOOR TO

INCLUDE HARDWARE TYPE HW-5 WHICH INCLUDES AN EXIT

DEVICE, CLOSER AND STORAGE ROOM LOCKSET WITH 6 SETS OF

KEYS CREATED FOR USE BY CONTRACTOR & VA.

H. CONSTRUCTION BARRIER MUST BE INSTALLED AND APPROVED

BY COR & SAFETY MANAGER PRIOR TO START OF ANY

CONSTRUCTION WORK.

I. GC SHALL PROVIDE ALL ICRA ELEMENTS FOR ALL AREAS OF

WORK. COORDINATE WITH WORK SHOWN BY ALL DISCIPLINES,

ESPECIALLY WITH EXISTING OCCUPIED SPACES.

J. COORDINATE ICRA PLAN WITH CONSTRUCTION PHASES. NOT ALL

ICRA PARTITIONS ARE SHOWN ON THESE PLANS. ALL PHASES

MUST BE COORDINATED WITH THE OWNER PRIOR TO ANY WORK.

K. COORDINATE ALL SHUT-DOWNS WITH OWNER AND

COSNTRUCTION MANAGER AS PART OF ICRA REQUIREMENTS.

L. PROTECTIVE COVERALLS AND SHOE COVERS ARE REQUIRED

FOR ALL WORK TO BE DONE IN EXISTING BUILDING.

M. FOR PHASE 3, DESCRIPTION OF REQUIRED INFECTION CONTROL

PRECAUTIONS BY CLASS (II):

DURING CONSTRUCTION OF PROJECT:

1. PROVIDE AVTICE MEANS TO PREVENT AIRBORNE DUST

FROM DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST

WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUCT MAT AT ENTRANCE AND EXIT OF WORK

AREA.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

UPON COMPLETION OF PROJECT:

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT

IN TIGHTLY COVERED CONTAINERS.

3. WET MOP AND/OR VACUUM WITH HEPA FILTERED

VACUUM BEFORE LEAVING WORK AREA.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

PROJECT IMPACT AREA

EXISTING FULL HEIGHT PARTITION AS BARRIER

STAFF/PATIENT TRAFFIC FLOW

SECURE STAIR DURING CONSTRUCITON. PROVIDE

TEMPORARY LOCK TO RESTRICT RE-ENTRY INTO THE

UNIT, BUT PROVIDE FREE EGRESS INTO THE STAIRWELL,

COORDINATE WITH VA TO PROVIDE KEYS FOR SECURITY

AND FACILITIES..

PROVIDE TEMPORARY BARRIER, HM DOOR WITH CARD

READER ACCESS TO RESTRICT ACCESS INTO BUILDING 6

DURING CONSTRUCTION, COORDINATE WITH VA TO

PROVIDE KEYS FOR SECURITY AND FACILITIES..

CONTRACTOR TO COORDINATE SCHEDULED WORK NEAR

THE ENTRANCES TO 4N AND 4S WITH THE VA TO

FACILITATE NEW SCOPE OF 4 CENTRAL. CONCEPT

SHOWN IS TO SHUTDOWN ONLY ONE ENTRANCE AT A

TIME SO THAT TRAFFIC AND EGRESS FROM CENTRAL

ZONE IS ACCESSIBLE IN AT LEAST ONE DIRECTION. ICRA

PRECAUTIONS IN THIS ZONE IS LIMITED TO CLASS II (TYPE

C, LOW RISK).

4N AND 4S ONLY HAVE 1 MEANS OF EGRESS AVAILABLE IF

ENTRANCE IS SHUTDOWN. PROVIDE ABILITY TO EXIT

THROUGH AREA OF WORK IN CASE OF EMERGENCY.

PROVIDE TEMPORARY BARRIER, HM DOOR WITH CARD

READER ACCESS TO RESTRICT ACCESS INTO THE

CONSTRUCTION ZONE, COORDINATE WITH VA TO

PROVIDE KEYS FOR SECURITY AND FACILITIES.

EGRESS PATH

HEPA EXHAUST UNIT TO EXTERIOR

NEGATIVE AIR MONITOR (BALL-IN-WALL OR EQUAL)

UTILIZE EXISTING DOOR AS CONSTRUCTION ENTRANCE.

PROVIDE TEMPORARY HARDWARE TO ALLOW FOR

LOCKING, COORDINATE WITH VA TO PROVIDE KEYS FOR

SECURITY AND FACILITIES.

TEMPORARILY REMOVE RESTRICTED ACCESS

CAPABILITIES TO ALLOW ACCESS FROM ELEVATORS TO

4N, 4S AND 4 CENTRAL.

SECOND MEANS OF EGRESS FROM 4S, 4N AND 4CENTRAL

IS AVAILABLE IN BOTH 4S AND 4N WINGS.

TWO MEANS OF EGRESS IS AVAILABLE FROM

CONSTRUCTION PHASE 1 IN THE 4W WING WITHOUT

BEING REQUIRED TO EXIT THE ZONE.

MAINTAIN OPERATIONS OF 4 ELEVATOR BAYS DURING

CONSTRUCTION PHASE 1 AND 2. COORDINATE

SHUTDOWN AND ACCESS CONTROL OF ELEVATORS WITH

OWNER.

TEMPORARY ICRA POLY BARRIER WITH ZIPPER ACCESS

DOOR.

STAFF

LOCKERS

4136N

LOUNGE

4088S

EQUIP. STOR.

4127aC

SOIL. EQUIP.

4086AC

STOR.

4086C

STAFF LOUNGE

4085S

DISTRIBUTION

4127C

SERV. LOBBY

4128C

TOILET

4054C

HAC

4053C

HAC

4052C

IT

4051C

DR. OFFICE

4046C

2 BED ROOM

4044W

HAC

4002W

ELEC.

4049C

FEC

4053C

4 STAIR C

4STC

STAFF

LOCKERS

4138N

WAITING

4132N

CORRIDOR

4180N

5 7

STAFF

LOCKERS

4136N

LOUNGE

4088S

EQUIP. STOR.

4127aC

SOIL. EQUIP.

4086AC

STOR.

4086C

STAFF LOUNGE

4085S

DISTRIBUTION

4127C

SERV. LOBBY

4128C

TOILET

4054C

HAC

4053C

HAC

4052C

IT

4051C

DR. OFFICE

4046C

2 BED ROOM

4044W

HAC

4002W

ELEC.

4049C

FEC

4053C

4 STAIR C

4STC

STAFF

LOCKERS

4138N

WAITING

4132N

CORRIDOR

4180N

STOR.

4086C

SERV. LOBBY

4128C

HAC

4053C

FEC

4053C

CORRIDOR

4180N

4 3

WEST

SOUTH NORTH

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

NTS

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-G204W

ICRA & PHASING - 3RD & 4TH FLOOR

- WEST & CENTRAL

Checker Author

630-18-101

December 18, 2020 5

SCALE: 1/16" = 1'-0"

F4

ICRA & PHASING PLAN 4TH FLOOR

SCALE: 1/16" = 1'-0"

F6

ICRA & PHASING PLAN 3RD FLOOR

SCALE: 3/32" = 1'-0"

F1

ICRA & PHASING PLAN 4TH FLOOR - PHASE 1

SCALE: 3/32" = 1'-0"

C1

ICRA & PHASING PLAN 4TH FLOOR - PHASE 2

SCALE: 3/32" = 1'-0"

A4

ICRA & PHASING PLAN 4TH FLOOR - PHASE 3

0 16' 32'0 16' 32'0 21'-4"10'-8"

0 21'-4"10'-8"

0 21'-4"10'-8"

ADDENDUM #1 1 06/05/2013

PULL

PULL

PAPER

TOWEL

DISPENSER

SOAP

DISPENSER

FULL

LENGTH

MIRROR

ACCESSIBLE

COAT HOOK

COAT

HOOK

SOAP

DISPENSER

NOTE: ALL DIMENSIONS INCLUDE ALL OPERABLE LEVERS.

DIGITAL

CLOCK

SHARPS

RECEPTACLE

PAPER TOWEL

DISPENSER

GLOVE BOX

HOLDER

CLINICAL

SERVICE

SINK

DIAGNOSTIC

SET

HAND

SANITIZER

NOTE: LIGHT SWITCH ALWAYS LOCATED ON SIDE CLOSER TO ROOM ENTRY DOOR.

CL

1'-6" 2'-11" 1" FILLER

CL1'-6"

2' -6

2' -6

" 3' -8

4' -6

3'

-6

3' -8

9" 9"

FOOT WALL

5' -0

2' -5

1' -3

M

IN

DIAPER

CHANGING

TABLE

NAPKIN

DISPENSER

4' -0

NOTE: CONTRACTOR TO COORDINATE IN FIELD TO ASSURE THAT A 2'-0"

SPACING IS MAINTAINED BETWEEN RECEPTACLES THAT ARE BACK TO BACK

WITHIN THE SAME PARTITION AT THE SAME MOUNTING HEIGHT.

5' -6

CL

5' -0

1'

-6

TELEVISION

5' -6

CL

MIRROR

INSULATE DRAIN

AND WATER PIPES

DASHED AREA

INDICATES

ACCESSIBLE KNEE

AND TOE CLEARANCE

SPACE

WALL MOUNTED LAVATORY

8" MIN

M

IN

N O

N A

C C

E S

S

IB

L E

A C

C E

S S

IB

L E

M

A X

1'-3" MIN

TOP OF

SPOUT

EQUIPMENT

PERMITTED IN

AREA SHOWN

DASHED

ELECTRIC WATER COOLER

"4

A5145.2

18" WIDE STAINLESS

STEEL SHELF

MOP HOLDER

SERVICE

FAUCET AND

CONTROLS

MOP BASIN

HAC

5" MAX

1'-3" MIN

PAPER TOWEL DISPENSER

6" MAX

FLOOR MOUNTED TOILET WITH

RETRACTABLE GRAB BARS

GRAB BARS

(ACCESSIBLE

ONLY)

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

1'-6" MIN

1'-8" MAX

TOILET PAPER

DISPENSER

NOTE: ACCESSIBLE AND NON-ACCESSIBLE PLUMBING FIXTURES ARE INDICATED IN THE PLUMBING DRAWINGS.

M

IN

6" MAX8" MIN

A

C C

E S

S

IB

L E

S T

A N

D A

R D

M

IN

PERPENDICULAR WALL OR

PROJECTING ELEMENT 4" MAX PROJECTION

/4

/4

1'-8" MAX

1'-6" MIN

S

T A

N D

A R

D

A

C C

E S

S

IB

L E

GRAB BARS

TOILET PAPER

DISPENSER

WATER

CLOSET

LOW HEIGHT

FLUSH VALVE

FLOOR MOUNTED TOILET

1'-0" 6"2'-0"1'-0" 3'-6"

SIDE

VIEW

FRONT

VIEW

2' -1

0"

1'-1"

A L

IG

N

CL

4' -8

WALL MOUNTED

LIGHT FIXTURE

9" ±

M

IN

". 2' -1

0"

M

IN

1' -3

" 2' -1

0"

1' -5

7"-9". 7"-9"

1'-3"

SOAP DISPENSER

PAPER TOWEL

DISPENSER

NC

1'-8"

3' -8

NURSE CALL

SOAP DISPENSER

1'-8"EQ EQ

"5

HALL LANTERNS

RAISED

BRAILLE

CHARACTERS

ON HOISTWAY

ENTRANCES

HALL CALL

BUTTON

BULLETIN

BOARD

INTERACTIVE

WHITE BOARD

LENGTH VARIES 2

C

L E

A R

FIRE ALARM

PULL BOX

M A

X

IM

U M

FIRE

EXTINGUISHER

WALL HUNG

FIRE EXTINGUISHER

IN RECESSED

CABINET

PULL HANDLE

LINE MOUNTED AT

TOP OF BASE

FIRE ALARM

SPEAKER

7' -6

U

.O .N

ALIG

N

FIRE ALARM

COMBINATION

SPEAKER/STROBE

OR STROBE

VAV BOX

LOCATION

CABLE TRAY

VAV BOX

LOCATION

EQ EQ

ACCESS ZONE

2'-0"

ZONE

LIGHT FIXTURE

ACCESS ZONE

2'-0"

MECHANICAL

PIPING

FIRE PROTECTION

PIPING

ELECTRICAL

CONDUIT

SCHEDULED

CEILING FINISH

SMOKE AND ACOUSTIC

SEALANT AT ALL

PERIMTER AND

PENETRATIONS OF

CORRIDOR FACING

WALLS. (TYP)

SCHEDULED

FLOOR FINISH

SCHEDULED SMOKE

BARRIER PARTITION.

TYPICAL AT

CORRIDORS

MECHANICAL

DUCT TRUNK

TYPICAL

CORRIDOR

N O

T E

D O

T H

E R

W

IS

E

U

N L E

S S

AUDIO FIRE

ALARM ONLY

EXIT SIGN FIRE ALARM

PULL STATION

(GENERALLY

LOCATE UNDER

A/V ALARM)

W

IT

H O

W N

E R

C O

O R

D

IN

A T

E

8"

COMBINATION

POWER/SIGNAL/OUTLET

FOR WALL MOUNTED

TELEVISION OR

MONITOR

T.V./DATA/

PHONE

POWER

RECEPTACLES

LIGHT

SWITCHES

DOME

LIGHT

OCCUPANCY

SENSOR

CARD

READER

POWER

DISCONNECT

REMOTE DOOR

RELEASE

"5

M

A X

RECEPTACLES AT

TYPICAL CASEWORK

ASSEMBLY

TYPICAL

WORKSTATION

ASSEMBLY

".3

CLEAR

2'-6"

TV

D/V

TV E

E

ED/V

L L OS CR DR E

E

E

D/V

EM

T

EQ EQ

ALIGN

THERMOSTAT AT

PERIMETER CONVECTOR

POWER/DATA

RECEPTACLES AT WALL

MOUNTED COMPUTER

STATIONS

P D

AUDIO/VISUAL FIRE ALARM,

NURSE CALL, THERMOSTAT,

HAND SANITIZER, WALL

SWITCH

NOTE: DOME LIGHTS AT END OF CORRIDORS ARE CEILING MOUNTED. DOME LIGHTS OUTISDE OF PATIENT TOILETS ON 10TH FLOOR ARE WALL MOUNTED.

EQ EQ

ALIGN

1' -6

3' -6

6' -5

/2

4' -6

NC

ALIGN

6"

D O

O R

F R

A M

E 1"

A B

O V

E

EQ EQ

DOME LIGHT ABOVE

DOOR FRAME

NOTE: CONTRACTOR TO COORDINATE IN FIELD TO ASSURE THAT A 2'-0" SPACING IS MAINTAINED BETWEEN RECEPTACLES THAT ARE BACK TO BACK WITHIN THE SAME PARTITION AT THE SAME MOUNTING HEIGHT.

NEW METAL

CONVECTOR

COVER

WINDOW

NIGHT LIGHT, THERMOSTAT,

WALL SWITCH, AND FIRE

ALARM WHERE APPLICABLE

AT PATIENT BATHS, PUBLIC

TOILET, AND STAFF TOILET.

6"

1' -6

3' -6

" 4' -6

NIGHT

LIGHT

PANIC

BUTTON

NC

3' -8

NURSE CALL

PULL

STATION

NC

PULL

STATION AT

SHOWER

PULL

STATION AT

WATER

CLOSET

6' -0

1' -6

ALIGN

TT

CL

M

IN

LOCATE

SIGN ON

LATCH SIDE

OF DOOR

D

IM

E N

S

IO

N S

S E

E C

O D

E S

IG

N

A G

E

A D

A D

E T

A

IL

S F

O R

2"

WALL MOUNTED

EXIT SIGN

NOTE: REFER TO 1-AG DRAWING SERIES (WAYFINDING)

FOR ADDITIONAL INFORMATION.

TACTILE CHARACTERS

BASELINE ZONE: 48" - 60"

MIN.

9"

CL

SINGLE DOOR

POSITION ON LATCH SIDE OF DOOR OR NEAREST

ADJACENT WALL, AT A 9" MIN DISTANCE FROM THE

CNTER OF THE RAISED CHARACTERS ON THE SIGN.

EXCEPTION: PERMITTED ON THE PUSH SIDE OF DOORS

WITH CLOSERS BUT WITHOUT HOLD OPEN DEVICES.

CL

INACTIVE ACTIVE

MIN.

9"

CL

MIN.

9"

LOWEST TACTILE CHARACTER

BASELINE NOT PERMITTED BELOW

CHARACTER BASELINE ZONE

DOUBLE DOOR

POSITION ON INACTIVE DOOR LEAF. IF TWO

ACTIVE LEAFS, SIGN GOES TO RIGHT OF RIGHT

HAND DOOR. IF NO SPACE THERE, THEN ON

NEAREST ADJACENT WALL.

LOREM

IPSUM

HIGHEST TACTILE

CHARACTER BASELINE

LOWEST TACTILE

CHARACTER BASELINE

SIGN

HIGHEST TACTILE CHARACTER

BASELINE NOT PERMITTED ABOVE

CHARACTER BASELINE ZONE

VACUUM BREAKER

SHOWER SLIDE WITH

HAND HELD SHOWER

AND 60" HOSE

1'-6" 6"

RECESSED SST

SHELF

CONTROL WALL

THERMOSTATIC

MIXING VALVE

4" 1'

-6

6"

3'-0"

2' -1

0"

SIDE WALL

1'-6" 6"

2' -1

0" 5"

NOTE: SHOWER HOSE VACUUM BREAKER SHALL BE LOCATED A MINIMUM OF

6" ABOVE HAND SPRAY AT UPPERMOST POSITION ON SLIDE BAR.

NC

6"

9 1/2" 1'-5"

1'-6"

6"

9 1/2"

/4

/4

/4

" 6"

RED

WHITE TEXT

1/32" THK RAISED LASER CUT AND

APPLIED LETTERING

ROWMARK BLACK - ADA ALTERNATIVE

CLEAR RASTER BRAILLE

REDUNDANT, GRADE II

3/16" THK CLEAR NON-GLARE ACRYLIC LENS WITH

2ND SURFACE FLANGE AT TOP AND BOTTOM

1/4 W X 3/8" D FABRICATED ALUMINIUM OUTER

FRAME. SATIN ANODIZED FINISH

/4

/4

/4

2 3 4 1

1'-6"

ELEVATOR

3002.3 EMERGENY SIGNS

TOILET FACILITY

1111.1 ACCESSIBILITY SIGNAGE

BUILDING EXITING LOCATION MEANS OF EGRESS

1011 EXIT SIGNAGE

MEANS OF EGRESS

1023.9 STAIRWAY

IDENTIFICATION SIGNS

MEANS OF EGRESS

1007.9 SIGNAGE

CORRESPONDING GRADE II BRAILLE.

1/10" WITHIN CELL. 2/10" BETWEEN CELLS,

1/40" MIN. RAISE ABOVE THE

BACKGROUND. LOCATED 3/8" MIN. BELOW

TACTILE CHARACTERS

WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE

OF DOOR, CLEAR OF DOOR SWING. TACTILE CHARACTERS

SHALL BE CENTERED ON A MIN 18"X18" AREA LOCATED

OUTSIDE THE ARC SWING OF THE DOOR. BRAILLE SHALL

COMPLY WITH ADAAG 703.3.1, 703.3.2, FIGURE 703.31, AND

TABLE 703.3.1

AREA OF

RESCUE

ASSISTANCE

H

IG

H E

S T

L

IN

E O

F T

E X

T

M A

X T

O B

O T

T O

M O

F

O F

L O

W E

S T

L

IN

E O

F

M

IN

T O

B O

T T

O M

T A

C T

IL

E

C H

A R

A C

T E

R S

T A

C T

IL

E

C H

A R

A C

T E

R S

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-A002

TYPICAL MOUNTING HEIGHTS

GV LP

630-18-101

December 18, 2020 12

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

EQUIPMENT AND ACCESSORIES

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

ACCESSORIES AND PLUMBING FIXTURES

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

ELEVATOR CONTROLS

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

VISUAL DISPLAY BOARDS

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

FIRE PROTECTION EQUIPMENT

0 4' 8'

0 4' 8'

0 4' 8'

0 4' 8' 0 4' 8'

0 4' 8'

0 4' 8'

0 4' 8'

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

TYPICAL CORRIDOR SECTION

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

ELECTRICAL CONTROL DEVICES

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

SPACE SIGNAGE

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

ACCESSIBLE SHOWERS

SCALE: 1" = 1'-0"

1-A002_3_

0 2' 4'

0 2'1'

ADDENDUM #1 1 06/05/2013

R.O.

+/- 7'-1"

R .O

- 6

'-9

2' -3

- 6

2' -9

9' -6

RELOCATE STEEL CHANNELS AS REQUIRED

TO ACCOMMODATE NEW HEATING UNIT, MAINTAIN

CHANNELS FOR SILL SUPPORT

EXISTING ORIGINAL STEEL WINDOW FRAME/ STEEL

SURROUND AND STEEL CHANNEL

ASSEMBLY TO REMAIN

EXTENT OF WINDOW REMOVAL, SEE DEMO DETAIL FOR ADDITIONAL INFO.

NEW DEMO

NOTE: VIEW SHOWN IS TYPICAL FROM THE INTERIOR AND

NEGATES EXISTING FINISHES AND RADIATOR COVER TO BE

REMOVED FOR DIAGRAMMATIC PURPOSES. SEE FLOOR

PLANS AND SCHEDULES FOR ADDITIONAL INFORMATION.

LOCATION/ CONFIGURATION OF PROPOSED

METAL RADIATOR COVERCOORD WITH MECH

+/- 4'-0"

LOCATION/ OF PROPOSED RADIATOR

B6

1-A451

OPH

SCOPE OF WORK AT EXISTING ORIGINAL WINDOW FRAMES AND STEEL SURROUND TO REMAIN:

- PATCH, INFILL, AND REPAIR EXISTING MASONRY WALL CONSTRUCTION IN KIND - AS REQUIRED

TO MAKE READY FOR NEW WORK. SEE SECTION AND WINDOW DETAILS FOR ADDITIONAL INFO.

-REINFORCE, RE-ATTACH, OR REPLACE DETERIORATED STEEL TABS, CLIPS, ANGLES, AND

ANCHORS FOR STEEL WINDOW FRAMES IN KIND - AS REQUIRED TO MAKE READY FOR NEW

WORK.

+/- 8"

- 5

+/- 8"

F1

1-A451

F5

1-A451

SCOPE OF WORK FOR EXISTING ORIGINAL STEEL WINDOW MULLION/ SUPPORT MEMBER TO REMAIN:

-REINFORCE, RE-ATTACH, AND REPLACE DETERIORATED STEEL CLIPS, ANGLES, AND ANCHORS FOR STEEL MULLION IN KIND - AS REQUIRED TO MAKE READY FOR NEW WORK. SEE TYPICAL WINDOW CENTER MULLION DETAIL FOR ADDITIONAL INFO. INCLUDE (1) 2X6 INTERMEDIATE VERTICAL MULLION

(ALUMINUM TUBE, 6063-75 MATERIAL MIN.)

F8

1-A451

1'-4 3/4" +/-

CL

+/- 1'-3 1/2"

+/- 1'-3 1/2"

HEAD

JAMB

SILL

- 2

'-8

/4

- 6

- 5

- 1

/2

- 2

'-6

- 2

/4

3"

E X

IS

TI

N G

M .O

- 7

'-0

- 1

/2

REMOVE ALUMINUM WINDOW

SYSTEM AND ASSOCIATED

EXTERIOR AND INTERIOR TRIM,

INCLUDING ATTACHMENTS,

CAULKING, BACKER ROD, ETC.

EXISTING ORIGINAL STEEL

WINDOW FRAME/ STOOL

ASSEMBLY TO REMAIN

EXISTING MASONRY

WALL CONSTRUCTION

EXISTING ALCOA SILL

TO REMAIN, REMOVE

ALL CAULK, CLEAN

AND PREP FOR NEW

WORK

REMOVE CEILING SYSTEM,

SUPPORTS AND

ATTACHMENTS IN ITS

ENTIRETY

R .O

REMOVE EXISTING

RADIATOR COVER AND

ATTACHEMENTS AS

REQUIRED FOR NEW

WORK

SILL BELOW TO REMAIN

EXISTING ORIGINAL STEEL

WINDOW FRAME AND STEEL

CHANNEL FRAMING ASSEMBLY TO

REMAIN

EXISTING ORIGINAL STEEL

WINDOW FRAME AND STEEL

CHANNEL FRAMING ASSEMBLY TO

REMAIN

REMOVE ALUMINUM WINDOW

SYSTEM AND ASSOCIATED

EXTERIOR AND INTERIOR TRIM,

INCLUDING ATTACHMENTS,

CAULKING, BACKER ROD, ETC.

+/- 9 1/2"

1'-4 3/4" +/-

+/- 1'-3 1/2"

+/- 1'-3 1/2"

HEAD

- 5

WORK POINT

GWB AT JAMB BEYOND

REFER TO REFLECTED CEILING

PLANS AND DETAILS FOR

CEILING/ SOFFIT CONFIGURATION

2 1/2" METAL STUD FURRING AT

16" O.C., MECHANICALLY

FASTENED TO EXISTING STEEL

WINDOW SURROUND TO REMAIN

INFILL STUDS WITH 1 1/2" SPRAY FOAM

INSULATION, INSTALL CONTINUOUS 1" SPRAY

FOAM INSULATION BEHIND FURRING, TOTAL

= 2 1/2" SPRAY FOAM INSUALTION

4" SPRAY FOAM INSULATION

SCHEDULED BASE

GWB WITH 1 5/8" METAL STUD

FURRING, 16" O.C., INSTALL STUDS

1" MIN. FROM EXISTING MASONRY

EXTERIOR WALL

EXISTING

MASONRY WALL

CONSTRUCTION

EXISTING ORIGINAL GROUTED STEEL

WINDOW FRAME/ SURROUND ASSEMBLY AND

ATTACHMENTS TO REMAIN

NOTE:

CONTRACTOR IS RESPONSIBLE TO INFILL,

REPAIR, REPLACE, OR RE-ATTACH

MATERIALS AS REQUIRED FOR NEW WORK.

SEE DETAIL B1 THIS SHEET FOR ADDITIONAL

INFO.

FACE OF EXISTING WALL

1/ 2"

S E

E S

C H

E D

U

LE

W

IN

D O

W

- 3

S E

E S

C H

E D

U

LE

R O

U G

H O

P E

N

IN

G

1/

2" 2'

-6 " 2' -9

/2

5/8" GWB TO DECK ABOVE, SPACKLED AND SANDED

3/ 4"

1/ 4"

PAINT EXPOSED JOINT

CONT 'J' BEAD

EXISTING ORIGINAL GROUTED STEEL WINDOW

FRAME/ SURROUND ASSEMBLY AND

ATTACHMENTS TO REMAIN

NOTE:

CONTRACTOR IS RESPONSIBLE TO INFILL,

REPAIR, REPLACE, OR RE-ATTACH MATERIALS

AS REQUIRED FOR NEW WORK. SEE DETAIL

B1 THIS SHEET FOR ADDITIONAL INFO.

EXISTING ORIGINAL GROUTED STEEL WINDOW

FRAME/ SURROUND ASSEMBLY AND

ATTACHMENTS TO REMAIN

NOTE:

CONTRACTOR IS RESPONSIBLE TO LEVEL, INFILL,

REPAIR, REPLACE, OR RE-ATTACH MATERIALS

AS REQUIRED FOR NEW WORK. SEE DETAIL B1

THIS SHEET FOR ADDITIONAL INFO.

EXISTING CONCRETE

CURB

SILL

FIRESTOPPING

2 1/2" SPRAY FOAM INSULATION

WOOD BLOCKING

GWB, PTD.

5/8" GWB, SPACKLED

AND SANDED

1/ 2"

3 1/4" FROM FACE OF EXISTING STEEL SURROUND

FACE OF FURRED OUT WALL-VARIES,

REFER TO FLOOR PLANS

METAL STUD FURRING TO DECK ABOVE,

INFILL STUDS WITH 1 1/2" SPRAY FOAM

INSULATION

JAMB

SOLID SURFACE SILL WITH EASED EDGES

ON FIRE RETARDENT PLYWOOD

ALUMINUM WINDOW SYSTEM

ALUMINUM WINDOW SYSTEM

3 5/8" BATT INSULATION

3 1/4" FROM FACE OF EXIST STEEL SURROUND

3 1/4" FROM FACE OF

EXISTING STEEL SURROUND

COL

1" GAP, MIN.

1 5/8" METAL STUD FURRING AT

16" O.C., MECHANICALLY

FASTENED TO EXISTING STEEL

WINDOW SURROUND TO REMAIN

SEALANT

1" GAP

1-A453 B7

1-A453 F7

EXIST. STL CHANNEL BEYOND

EXIST.

EXTERIOR

MASONRY WALL

FACTORY PTD. MTL

RADIATOR REMOVABLE

COVER

FIN TUBE RADIATOR,

REFER TO MECH DWGS.

MTL TOE CLIP

EXIST. CONC.

OPEN BACK DESK WHERE OCCURS,

REFER TO FLOOR PLANS

SCHEDULED BASE

FIRE RETARDENT WD.

BLOCKING ON 1-5/8" MTL.

STUDS @ 16" O.C.

SEALANT

1 1/4" FLUID APPLIED THERMAL

BARRIER COATING OVER 4"

SPRAY FOAM INSULATION.

NEW WINDOW SYSTEM

NOTE: REFER TO SECTION DETAILS AND

WINDOW SCHEDULE FOR WINDOW

TYPES, DIMENSIONS, AND TYPICAL NOTES

BENT SHEET MTL SPACED

1" FROM FIN TUBE

1-5/8" MTL. STUDS

3/ 4"

1/ 4"

4" 6"

4" 6"

4"

TO FACE OF NEW WALL

1'-7 1/2"

6"

R A

D

IA

T O

R C

O V

E R

2' -0

1"

2 1/2" SPRAY FOAM INSULATION

1" 1"

B6

1-A451

/2

EXIST. STL CHANNEL TO REMAIN

EXIST. EXT MASONRY WALL

FACTORY PTD. METAL

RADIATOR REMOVABLE COVER

FIN TUBE RADIATOR,

REFER TO MECH DWGS.

PTD. FIRE RETARDANT WD.

BLOCKING AND SHIMS

5/8" GWB PTD.

1-5/8" MTL STUDS @ 16"

OC

A L

IG

N

J-BEAD

4" SPRAY FOAM INSULATION

OVER EXISTING MASONRY WALL

REFER TO SECTION VIEW, PROVIDE

SHEET METAL BETWEEN SPRAY

FOAM INSULATION AND FIN TUBE

LINE OF EXIST. CONCRETE CURB

BELOW

1. SPRAY FOAM INSULATION IS TO BE INSTALLED CONTINUOUSLY AS

INDICATED, NOT LESS THAN 2 1/2" THICK OR IN THICKNESS INDICATED

AT ALL EXTERIOR WALLS FROM FLOOR TO DECK ABOVE WITHIN

PROJECT SCOPE AREA U.N.O.

2. SPRAY FOAM INSUALTION AT ALL LOCATIONS INSTALLED IS TO BE

COMPLETELY ENCLOSED AND SEALED WITH 5/8" GYPSUM BOARD TYPE

"X", OR ALTERNATE THERMAL BARRIER APPROVED BY RE, FROM

FLOOR TO DECK ABOVE, AT AND AROUND MASONRY OPENINGS.

3. REFER TO 1-A453 FOR H/J/S DETAILS UNLESS OTHERWISE NOTED.

4. REFER TO SPECIFICATION SECTION 072129 FOR ADDITIONAL

INFORMATION ON FLUID APPLIED THERMAL BARRIERS.

GENERAL NOTES

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-A451

EXTERIOR SECTION DETAILS

AH/GV GP

630-18-101

December 18, 2020 14

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

B1

WALL ELEVATION AT WINDOW DEMOLITION

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

F1

SECTION DETAIL AT TYPICAL WINDOW DEMOLITION

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

F5

SECTION DETAIL: AT TYPICAL WINDOW REPLACEMENT

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

F8

RADIATOR DETAIL - TYPICAL

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

B6

RADIATOR PLAN DETAIL - TYPICAL

0 2' 4'

0 8" 16" 0 8" 16" 0 8" 16"

0 8" 16"

ADDENDUM 1-17N, 17S, 17W 1 11/03/2014

3-5/8" MTL. STUD @ 16"

O.C. TO DECK ABOVE

5/8" GWB

CORNER BEAD, TYP.

AT ALL CORNERS

ACT, REFER TO RCP

CONT. ANGLE (1" x 1" x 16GA.)

METAL STUD DIAGONAL

BRACING TO DECK

ABOVE @ 4'-0" O.C.

REFER TO RCP

REFER TO RCP

3-5/8" MTL. STUD @ 16"

O.C. TO DECK ABOVE

5/8" GWB

CORNER BEAD, TYP.

AT ALL CORNERS

ACT, REFER TO RCP

CONT. ANGLE (1" x 1" x 16GA.)

METAL STUD DIAGONAL

BRACING TO DECK

ABOVE @ 4'-0" O.C.

REFER TO RCP

LED RECESSED LINEAR WALL

GRAZER (SEE ELEC. DWGS)

SCHEDULED CEILING

METAL CEILING EDGE TRIM

LATERAL BRACING, REFER

TO STRUCTURE DRAWINGS

3 5/8" .

EXISTING WALL

HANGER WIRE

PROVIDE WOOD BLOCKING

ATTACHED TO SUSPENSION

SYSTEM WHERE EXPOSED 'T'S

ARE NOT AVAILABLE. ATTACH

CUBICLE CURTAIN TRACK

THROUGH TILE TO BLOCKING

ACT, REFER TO RCP

EXTRUDED ALUMINUM

TRACK

REFER TO RCP

MAIN 'T' SPACED AT 2'-0" O.C.

CUBICLE CURTAIN

SHEET METAL SCREWS

ALTERNATIVELY

SPACED

3-5/8" MTL. STUD

5/8" GWB

CORNER BEAD, TYP.

AT ALL CORNERS

ACT-3, TYP.

CONT. ANGLE (1" x 1" x

16GA.)

TO DECK ABOVE

REFER TO RCP

REFER TO RCP

3-5/8" MTL. STUD DIAGONAL

BRACING TO DECK ABOVE

@ 4'-0" O.C.

PENCIL ROD

1-5/8" MTL STUD MAIN RUNNER

7/8" HAT FURRING CHANNEL

MOISTURE RESISTANT GYP.BD.-

FRAMING CHANNEL @ 12" O.C.

GWB BOARD CEILING

SCHEDULED PARTITION

CONT. ANGLE (1" x 1" x 16GA.)

PERPENDICULAR TO MAIN RUNNER

PENCIL ROD

GWB BOARD CEILING

SCHEDULED PARTITION

CONT. ANGLE (1" x 1" x 16GA.)

1-5/8" MTL STUD MAIN RUNNER

7/8" HAT FURRING CHANNEL,

MOISTURE RESISTANT GYP.BD.-

FRAMING CHANNEL @ 12" O.C.

PARALLEL TO MAIN RUNNER

3-5/8" METAL STUD @ 16" O.C.

5/8" GWB

CORNER BEAD, TYP.

AT ALL OUTSIDE

CORNERS

ACT, REFER TO RCP

CONT. ANGLE (1" x 1" x 16GA.)

TYP.

TO DECK ABOVE

SEE RCP

METAL STUD DIAGONAL

BRACING TO DECK ABOVE

@ 4'-0" O.C.

6"

3-5/8" METAL STUD

5/8" GWB, TYP.

CONT. ANGLE (2" x 2" x

16GA.)

TO DECK ABOVE

REFER TO RCP

METAL DOOR

CONCEALED PIANO

HINGE

METAL FRAME

10"SEE RCP

METAL STUD DIAGONAL

BRACING TO DECK ABOVE @

4'-0" O.C.

3-5/8" METAL STUD @ 16" O.C.

5/8" GWB

CORNER BEAD, TYP. AT

ALL OUTSIDE CORNERS

ACT, REFER TO RCP

CONT. ANGLE (1" x 1" x 16GA.) TYP.

TO DECK ABOVE

REFER TO RCP

SEE RCP

CONTINUE GWB TO DECK WHERE

REQUIRED, REFER TO PARTITION TYPE

METAL STUD DIAGONAL BRACING

TO DECK ABOVE @ 4'-0" O.C.

MAIN TEE @ SPACING

INDICATED ON GRID PLAN

TORSION SPRING

CROSS TEE @ SPACING

INDICATED ON GRID PLAN

ACT-3, TYP.

TORSION SPRING

HINGE

LIGHT FIXTURE AS SCHEDULED.

REFER TO ELECTRICAL DWGS

FIELD FASTEN AS REQ'D. TYP.

PERIMETER TRIM TO MATCH PANELS. FIELD FASTEN

TO TEE. FIELD CUT & MITER AS REQUIRED, TYP.

LIGHT FIXTURE

INDEPENDENTLY HUNG

FROM CEILING SYSTEM

PENCIL ROD, TYP.

1-5/8" CHANNEL

3-5/8" MTL. STUD @ 16"

O.C. TO DECK ABOVE

5/8" PAINTED GWB

FASCIA AND SOFFIT

CORNER BEAD, TYP.

AT ALL CORNERS

5/8" PAINTED GWB SOFFIT

METAL STUD DIAGONAL

BRACING TO DECK

ABOVE @ 4'-0" O.C.

REFER TO RCP

REFER TO RCP

ACOUSTIC CEILING TILE

PAINTED GWB SOFFIT

HVAC LINEAR DIFFUSER

(SEE MECH. DRAWINGS)

PAINTED GWB CEILING

CORNER BEAD

CONT. ANGLE 1x1 (16 GA)

TO DECK ABOVE

3-5/8" METAL STUDS

4 1/2"

4"

ACOUSTIC CEILING

REFER TO RCP

GWB CEILING

REFER TO RCP

6"

PAINTED GWB CEILING

2 1/2" METAL STUDS @ 16" O.C.

ALUMINUM WINDOW SYSTEM, REFER

TO WINDOW SCHEDULE AND DETAILS

FOR ADDITIONAL INFORMATION

ACOUSTICAL CEILING TILE

FACE OF THE WALL BEYOND

WHERE APPLIES (SEE PLAN)

COL

SEE PLAN

10" U.O.N.

1-5/8" METAL STUDS WITH GWB

AND INSULATION. REFER TO

SECTION DETAILS FOR

ADDITIONAL INFO.

1/4"

CONT. ANGLE

(1" x 1" x 16GA)

WINDOW

RECEIVER

TRACK

BEYOND

CONT ALUM TUBE

INFILL AT JAMB

RECEIVER

1/ 4"

EXTEND DOWN 1-5/8" METAL

STUDS @ 16" O.C.

ACOUSTICAL CEILING TILE

FACE OF THE WALL BEYOND

WHERE APPLIES (SEE PLAN)

COL

SEE PLAN

ALUMINUM WINDOW SYSTEM, REFER

TO WINDOW SCHEDULE AND DETAILS

FOR ADDITIONAL INFORMATION

METAL STUDS WITH GWB, AND

INSULATION. REFER TO SECTION

DETAILS FOR ADDITIONAL INFO.

PREFINISHED METAL CEILING EDGE TRIM

CONTINUOUS ALUM TUBE INFILL AT JAMB RECEIVER

1/ 4"

HVAC LINEAR DIFFUSER (SEE MECH. DWGS)

PAINTED GWB SOFFIT

ALUMINUM WINDOW SYSTEM, REFER

TO WINDOW SCHEDULE AND DETAILS

FOR ADDITIONAL INFORMATION

COL

METAL STUDS WITH GWB AND

INSULATION. REFER TO SECTION

DETAILS FOR ADDITIONAL INFO.

CORNER BEAD

2 1/2" METAL STUDS @ 16" O.C.

9'-3 1/2"

SEE RCP

FACE OF THE WALL BEYOND WHERE APPLIES

(SEE PLAN)

TO LINEAR DIFFUSER

1'-0 1/2".

ROLL DOWN SHADES, WHERE SCHEDULED

11 1/4"

HVAC LINEAR DIFFUSER (SEE MECH. DWGS)

PAINTED GWB SOFFIT

2 1/2" METAL STUDS @ 16" O.C.

ALUMINUM WINDOW SYSTEM, REFER

TO WINDOW SCHEDULE AND DETAILS

FOR ADDITIONAL INFORMATION

ACOUSTICAL CEILING TILE

FACE OF THE WALL BEYOND WHERE

APPLIES (SEE PLAN)

COL

1-5/8" METAL STUDS WITH GWB

AND INSULATION. REFER TO

SECTION DETAILS FOR

ADDITIONAL INFO.

1/4"

CONTINUOUS ANGLE

(1x1x16GA)

WINDOW RECEIVER TRACK

BEYOND

CONT ALUM TUBE INFILL AT JAMB

RECEIVER

1/ 4"

CORNER BEAD, TYP. AT ALL CORNERS

1" X 1" 12 GA. ALUMINUM ANGLE

EXTEND DOWN 1-5/8" METAL

STUDS @ 16" O.C.

U.O.N.

5"

TELEVISION BY VA

ADJUSTABLE

EXTENSION

FINISHED CEILING

AS SCHEDULED

COVER PLATE

WELD

ANGLE TO

PLATE

3/8"? PLATE TO

MATCH TOP OF

PLATE OF TV

SUPPORT

3" X 3" X 3/8" ANGLE

BRACING, FIELD WELD

TO PLATE (ADJUST

BRACING TO

ACCOMODATE MECH.

DUCT WORK)

1 1/2" MIN.1 1/2" MIN.

DRILL & TAP TO

MATCH HOLES IN TV

SUPPORT

CEILING

DECOUPLER

ATTACHMENT

CL

NOTE:

CEILING MOUNTED TELEVISION

SUPPORT VERIFIED WITH TV MFR.

PROVIDE ALL

ATTACHMENTS AND

FASTENERS REQUIRED

TO SECURE ASSEMBLY

TO STRUCTURE ABOVE.

EXIST CONCRETE SLAB

1/2"Ø THREADED ROD @

36"OC W/ ANCHOR (2" MIN

EMBED)

CONTINUOUS J-BEAD

ACT, REFER TO RCP

PATIENT LIFT TRACK SYSTEM

1/2"Ø ROD W/ 45° ANGLE CONNECTIONS,

ALTERNATE SIDES OF HANGER. PROVIDE

ADDITIONAL BRACE IN LINE W/ TRACK @ 6'-0"OC

MAX

1/2"Ø ANCHOR

(3" EMBED)

LIFT TRACK AT GWB CEILING LIFT TRACK AT ACT CEILING

CONT. ANGLE (1"

X 1" X 16 GA)

LATERAL BRACING,

REFER TO

STRUCTURAL

DRAWINGS

3 5/8" METAL STUDS @16" O.C.

GWB CEILING

MIN., TYP.

1/4" OVERLAP

MIN., TYP.

1/4" OVERLAP

M A

X

1/

2"

M A

X

/2

EXIST CONCRETE SLAB

SCHEDULED CEILING

PATIENT LIFT TRACK SYSTEM

1/2"Ø ROD W/ 45° ANGLE

CONNECTIONS. PROVIDE

ADDITIONAL BRACE IN LINE W/

TRACK @ 6'-0"OC MAX AT

EACH HANGER

1/2"Ø ANCHOR (3" EMBED)

STRUT TYPE METAL

FRAMING SYSTEM

3'-0" MAX

1/2"Ø THREADED ROD @ 36"OC

W/ ANCHOR (2" MIN EMBED) MECHANICAL

DUCT

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-A711

CEILING DETAILS

AH JKC

630-18-101

December 18, 2020 25

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8"4"

0 8" 16"

0 8"4"

0 8" 16"

0 8" 16"

0 8" 16"

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

D9

CEILING DETAIL - ACT TO GWB

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

C9

CEILING DETAIL - ACT TO GWB

SCALE: 3" = 1'-0"

F7

CEILING DETAIL - COVE LIGHT

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

B9

CEILING DETAIL - CURTAIN TRACK

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

E7

CEILING DETAIL - METAL CEILING TO GWB

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

F9

CEILING DETAIL

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

B7

CEILING DETAIL - ACT WITH GWB SOFFIT

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

C7

TYPICAL CEILING DETAIL - ACCESS DOOR

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

D7

CEILING DETAIL - ACT WITH GWB SOFFIT

SCALE: 3" = 1'-0"

F5

CEILING DETAIL - LIGHT AT METAL PANEL

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

A9

CEILING DETAIL - GWB TO GWB

0 8" 16"SCALE: 1 1/2" = 1'-0"

A7

CEILING DETAIL - LINEAR DIFFUSER & RAISED CEILING

0 8" 16"

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

B5

CEILING DETAIL OF PERIMETER WINDOW

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

D5

CEILING DETAIL OF PERIMETER WINDOW

0 8" 16"

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

F3

CEILING DETAIL - PERIMETER WINDOW AT PAT. ROOM

0 8" 16"

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

D3

CEILING DETAIL - PERIMETER WINDOW AT PAT. ROOM

0 8" 16"SCALE:N.T.S.

D1

TYPICAL CEILING MOUNTED TV BRACKET AT 4TH WEST

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

B2

TYPICAL OVERHEAD TRACK SUPPORT

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

F1

OVERHEAD TRACK SUPPORT AT DUCT WORK

0 8" 16"

0 8" 16"

ADDENDUM #1 1 06/05/2013

0 8" 16"

COL

COL

S E

E P

L A

N

NEW SPRAY-ON

CEMENTITIOUS

FIREPROOFING OVER

EXISTING COLUMN

(2-HR RATED)

EXIST. STL. COLUMN

MTL. STUD, REFER TO

SCHEDULED

PARTITION

PTD. 5/8" GWB, REFER

TO SCHEDULED

PARTITION

CORNER GUARD, REFER

TO FINISH LEGEND

COL

COL

S E

E P

L A

N

SEE PLAN 10" .

S E

E P

L A

N

SCHEDULED PARTITION

EXIST. STL. COLUMN

NEW SPRAY-ON CEMENTITIOUS

FIREPROOFING OVER EXIST.

COLUMN (2-HR RATED)

SCHEDULED PARTITION

FIRE RETARDANT WD. BLOCKING

3/16" BREAKFORM ALUM.

CORNER GUARD, CG-3

COUNTERSUNK SCREW IN 1/2"

SPACER FOR ALUM. CORNER

GUARD

4"

WD. SHIM

NEW SPRAY-ON

CEMENTITIOUS

FIREPROOFING OVER

EXISTING COLUMN

(2-HR RATED)

EXIST. STL. COLUMN

MTL. STUD, REFER TO

SCHEDULED

PARTITION

PTD. 5/8" GWB, REFER

TO SCHEDULED

PARTITION

SEE PLAN

VARIES

SEE PLAN

VARIES

SCHEDULED

DOOR

COL

COL

S E

E P

L A

N

V A

R

IE

S

S E

E P

L A

N

V A

R

IE

S

EXIST. MASONRY

FIRE RETARDENT

SEALANT AND

BACKER ROD, EACH

SIDE

SCHEDULED

PARTITION

GYPSUM BOARD TO BE

SECURED TO VERTICAL

STUDS NOT RUNNER TRACK

VERTICAL RUNNER TRACK

CHANNEL SECURED TO

MASONRY PARTITION @ 12" 0C

SCHEDULED

PARTITION

RECESSED COMPONENT

(EX. TOILET PAPER

DISPENSER RECEPTACLE,

LIGHT SWITCH, ETC.)

SOUND INSULATION

AROUND SIDES AND BACK

OF COMPONENT,

THICKNESS OF SOUND

INSULATION DEPENDENT ON

STC REQUIRED FOR

SCHEDULED PARTITION

FURNISH AND INSTALL NEW

RECESSED FIRE

EXTINGUISHER CABINET.

INSTALL AS PER MFR'S

RECOMMENDATION.

PROVIDE WD.

SHIM AS REQ'D

DETAIL AT CHASE WALL CONDITION

PROVIDE MTL STUD

FRAMING ALONG SIDES,

FULL HT. AND PROVIDE

HORIZONTAL STUD AT

TOP AND BOTTOM OF

RECESSED F.E.C.

PROVIDE SOUND

ATTENUATION BLANKET IN

OPPOSITE CHASE PARTITION

FOR ROOMS SCHEDULED TO

BE STC RATED.

8"X8"X27" MIN. INSIDE

DIMENSIONS

CL

A L

IG

N

EXTERIOR WINDOW

SYSTEM

CENTERLINE OF MULLION & PARTITION

SCHEDULED PARTITION

LINE OF SILL COVER BELOW

ALUMINUM CLOSURE/ SNAP TRIM

EACH SIDE

FILL WITH ACOUSTICAL BATTS

BACKER ROD AND SEALANT,

ALL SIDES, 1/4" MAX THICKNESS

BACKER ROD AND SEALANT,

ALL SIDES, 1/4" MAX THICKNESS

NEOPRENE SHIM

WOOD BLOCKING

PARTITION TYPE E4/1-A1001

EXISTING CONCRETE BEAM ENCASING

EXISTING BEAM WITH BOTTOM

FLANGE EXPOSED

(2) LAYERS OF 5/8" TYPE 'X'

GWB (ALL SIDES), PAINTED

EXISTING PIPING

PROVIDE FIRESTOPPING

FIRE RESISTIVE SEALANT

FIRE RETARDANT WD SHIM

NOTE:

REFER TO

DRAWING 1-A1001

FOR ADDITIONAL

FIRESTOP

INFORMATION

QUANTITY OF

LOCATIONS

CANNOT BE

CONFIRMED UNTIL

FOLLOWING

DEMOLITION,

CONTRACTOR TO

INCLUDE THIS

REMEDIATION IN 10

LOCATIONS FOR

EACH WING. 3 5/8" MTL STUD @ 16" O.C., TYP.

CORNER BEAD, TYP.

NEW SPRAY PROOFING TO ACHIEVE

FULLY ENCAPSULATED BEAM

2 1/2" MTL STUD @ 16" O.C., TYP.

EXISTING ACCESS DOOR

SCHEDULED

PARTITION

ALUMINUM FACING ON

3/4" PLYWOOD

SUBSTRATE (ALL

SIDES)

EXISTING MASONRY WALL

V

.I .F

SCHEDULED

PARTITION

ALUMINUM FACING ON

3/4" PLYWOOD

SUBSTRATE (ALL SIDES)

1"

C4

1-A801

V.I.F.

6 3/4"

V.I.F.

2'-1"

V.I.F.

2'-3 3/4" R.O.

EXIST. ACCESS DOOR

EXIST. MASONRY WALL FOLLOWING ADJACENT

DEMOLITION CONTRACTOR TO PATCH ANY

DAMAGE OR PENETRATIONS

SCHEDULED

PARTITION

SCHEDULED

PARTITION

ALUM. TRIM FRAME

ALUM. FACING ON 3/4"

PLYWOOD SUBSTRATE

(ALL SIDES)

SCHEDULED PARTITION

J-BEAD

F4

1-A801

EXIST. EXT. WALL

CONSTRUCTION

EXIST. MASONRY

COLUMN ENCLOSURE

EXIST. STL. COLUMN

NEW GLAZED ALUM. WINDOW

WITH INSECT SCREEN. REFER

TO SHEET A451 FOR

ADDITIONAL INFORMATION

RELATING TO WINDOW.

PTD. 5/8" GWB, REFER TO

SCHEDULED PARTITION

SEE PLAN

S E

E P

L A

N

SOLID SURFACE S-1

SILL, BELOW

AT LOCATIONS WITH EXISTING PLUMBING

RISERS, THE CONTRACTOR IS TO PROVIDE

CONTINUOUS SPRAY FOAM INSULATION

BETWEEN PIPING AND THE EXTERIOR WALL

AT A MINIMUM THICKNESS OF 1”. IN ADDITION

TO THE 1” OF SPRAY FOAM INSULATION,

PROVIDE 3 ½” BATT INSULATION ALONG THE

INTERIOR METAL FRAME PARTITIONS

COL

COL

1 5/8" METAL STUDS

ADJACENT TO EXISTING

STEEL WINDOW /

SURROUND TO REMAIN

1 5/8" METAL STUD ADJACENT

TO EXISTING STEEL WINDOW

SURROUND

2 1/2" SPRAY FOAM

INSULATION, TYP.

CONTRACTOR TO

PROVIDE SPRAY FOAM

INSULATION ALONG THE

EXTERIOR MASONRY AT

A DEPTH OF 4", TYPICAL

U .O

.N

1' -0

/4

1"

EXIST.

ELEVATOR

SHAFT

EXIST. MASONRY WALL

SCHEDULED DOOR, P-13

EXIST. CONDUIT RACEWAY, VIF

SCHEDULED GWB

CEILING, REFER TO RCP

SCHEDULED DOOR FRAME, P-13

5" MIN.

1" X 1" 12 GA. ALUMINUM ANGLE

EXIST.

ELEVATOR

SHAFT

EXIST. PTD. MTL. FRAME, P-13

EXIST. MASONRY WALL

5/8" GWB ON 3-5/8"" MTL

STUDS @ 16" O.C.

MTL-1 ADHERED TO

GWB

3/8" SEALANT AT JOINT

ALUM. TRIM, P-13, ADHERED

TO WD. BLOCKING

EXIST. ELEVATOR DOOR, P-13

9 5/8"

/2

FACE OF PARTITION

9 3/4"

SCHEDULED GWB CEILING,

REFER TO RCP

1" X 1" 12 GA. ALUMINUM ANGLE

EXIST.

ELEVATOR

SHAFT

EXIST. MASONRY

WALL

5/8" GWB ON 3-5/8" MTL

STUDS @ 16" O.C.

PORCELAIN MOSAIC TILE

F A

C E

O F

P A

R T

IT

IO

N

/4

MTL-1

3/8" ALUM. BAR TRIM

PORCELAIN MOSAIC TILE

OVER 5/8" GWB ON 3-5/8"

STUDS @ 16" O.C.

EXIST. MASONRY

WALL

EXIST. STRUCT.

EXIST. WALL

MOUNTED PANEL,

VIF

3'-0" V.I.F.

SCHEDULED DOOR

FRAME, P-13

SCHEDULED DOOR,

P-13

M

IN

F A

C E

O F

P A

R T

IT

IO

N

/4

SCHEDULED

PARTITION

1/8"

ALUMINUM TRIM ANGLE

EXIST.

ELEVATOR

SHAFT

EXIST. PTD. MTL. FRAME, P-13

EXIST. MASONRY

WALL

5/8" GWB ON 3 5/8" MTL

STUDS @ 16" O.C.

PORCELAIN MOSAIC TILE

1/2" SEALANT AT JOINT

ALUM. TRIM, P-13, ON FIRE

RETARDANT WD. BLOCKING

/8

1 1/2"

EXIST. ELEVATOR DOOR, P-13

EXIST. WALL MOUNTED

PANEL, VIF

SCHEDULED DOOR

FRAME

F A

C E

O F

P A

R T

IT

IO

N

/4 " 5

M

IN

SCHEDULED DOOR

1/2" PAINTED MDF

3 5/8" MTL STUDS, TYP.

EXIST.

ELEVATOR

SHAFT

EXIST. MASONRY WALL

5/8" GWB ON 3-5/8"" MTL

STUDS @ 16" O.C.

PORCELAIN MOSAIC TILE

1/8" ALUM. BASE AS

SCHEDULED

FACE OF PARTITION

9 3/4"

O F

G W

B

/8

T

O B

T M

FLOOR FINISH AS

SCHEDULED

CONTINUOUS ALUMINUM

SUPPORT PLATEEXPANSION OPENING

EXISTING

/8

FLAT HEAD CONCRETE

SCREW

(7 PER FRAME @ 18" O.C.)

CONTINUOUS

ALUMINUM SURFACE

MOUNT FRAMEFLOOR FINISH AS SCHEDULED

CONTINUOUS SEAL

EXISTING SLAB.

PATCH AND REPAIR AS

REQUIRED TO RECIEVE NEW

EXPANSION JOINT ASSEMBLY.

EXISTING RATED EXP. JOINT

TO REMAIN

NOTE: CONTRATOR TO INSPECT EXISTING TO REMAIN EXPANSION JOINT. REPLACE

IN FULL IF DAMAGED TO MATCH EXISTING FIRE RATING OF FLOOR ASSEMBLY.

CONTINUOUS ALUMINUM

WALL PLATE

SELF-TAPPING SHEET

METAL SCREW

(7 PER FRAME @ 18" O.C.)

CONTINUOUS SEAL

EXISTING CONSTRUCTION.

PATCH AND REPAIR AS

REQUIRED TO RECIEVE NEW

EXPANSION JOINT ASSEMBLY.

E X

P O

P E

N

IN

G

E X

IS

T

IN

G

C U

T B

A C

K T

O A

D J S

T U

D

P R

O V

ID

E

N E

W F

IN

IS

H

PATCH AND REPAIR FINISH

TO RECIEVE NEW EXPASION

WALL/CEILING JOINT AS

REQUIRED. ALL RATINGS

MUST BE MAINTAINED. (TYP.)

EXISTING RATED EXP. JOINT

TO REMAIN

NOTE: CONTRATOR TO INSPECT EXISTING TO REMAIN EXPANSION JOINT. REPLACE IN

FULL IF DAMAGED TO MATCH EXISTING FIRE RATING OF BUILDING SEPARATION.

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-A801

INTERIOR DETAILS

AH JKC

630-18-101

December 18, 2020 26

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

B6

PLAN DETAIL @ COLUMN ENCLOSURE

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

E4

PLAN DETAIL OF COLUMN

ENCLOSURE

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

D6

PLAN DETAIL OF COLUMN ENCLOSURE

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

D8

PLAN DETAIL - TYP. RATED

ISOLATION JOINT AT

GWB/MASONRY

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

C8

TYP. RECESSED

COMPONENT OF STC

RATED WALL

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

F8

TYP. PLAN DETAILS OF F.E.C. ENCLOSURE

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

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

B8

TYP. CENTERED PARTITION DETAIL AT EXTERIOR WALL

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

B4

FIRE PROTECTION REPAIR

AND ENCLOSURE AT

EXISTING BEAM

0 8" 16"

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

F4

SECTION DETAIL OF LAUNDRY CHUTE

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

C4

PLAN DETAIL OF LAUNDRY CHUTE

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

F6

PLAN DETAIL OF EXTERIOR WALL COLUMN ENCLOSURE

0 8" 16"

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

F1

DETAIL OF ELEVATOR LOBBY DOOR HEAD (H6)

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

E1

METAL PANEL OF ELEVATOR HEAD

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

C1

TRANSITION DETAIL,

PORCELAIN TILE

WALL/METAL PANEL OF

ELEVATOR LOBBY

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

B1

PORCELAIN TILE WALL OF CORNER JAMB

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

F2

PORCELAIN TILE WALL OF ELEVATOR JAMB

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

E2

BASE DETAIL OF PORCELAIN TILE WALL

0 8" 16"

0 8" 16"0 8" 16"

0 8" 16"

0 8" 16"

0 8" 16"

ADDENDUM #1 1 06/05/2013

SCALE: 6" = 1'-0"

C2

EXPANSION JOINT DETAIL AT FLOOR SLAB

SCALE: 6" = 1'-0"

B2

EXPANSION JOINT DETAIL AT WALL/CEILING

0 2" 4"

0 2" 4"

WOOD BLOCKING

ADJUSTABLE SHELF (3/4"

PLYWOOD WITH PLAM FINISH ON

ALL SIDES) WITH ALUMINUM EDGES

RECESSED SHELF SUPPORT STRIPS

1/4" TEMPERED HARDBOARD

SCHEDULED BASE

2" X WOOD BASE

3/4" S-1 ON 3/4" PLYWOOD

3/4" PLYWOOD WITH

PLAM FINISH DOOR

1/2" THICK BACKSPLASH REFER TO

INTERIOR ELEVATIONS FOR OCCURANCE

3/4" PLYWOOD WITH

PLAM FINISH FASCIA

S E

E E

L E

V A

T

IO

N

U .O

.N

/2

1 1/2"

SEE PLAN

2'-1" U.O.N.

3"

3 1/2" 3 1/2"

FULL EXTENSION DRAWER

SLIDE HARDWARE

WD. BLOCKING WITH

PLAM FINISH EDGE

3/4" PLYWOOD DRAWER

CONSTRUCTION

3/4" X 4" BOX FRAME TYP.

CABINET LOCK

WHERE REQ'D,

DOUBLE LOCKS

REQ'D AT ALL

MEDS ROOMS

WOOD BLOCKING

1/4" TEMPERED HARDBOARD

SCHEDULED BASE

2" X WOOD BASE

3/4" S-1 ON 3/4" PLYWOOD

3/4" PLYWOOD WITH

PLAM-1 FINISH DOOR

1/2" THICK BACKSPLASH REFER

TO INTERIOR ELEVATIONS FOR

OCCURANCE

3/4" PLYWOOD WITH

PLAM FINISH FASCIA

S E

E E

L E

V A

T

IO

N

U .O

.N

/2

1 1/2"

SEE PLAN

2'-1" U.O.N.

FULL HEAVY DUTY

EXTENSION DRAWER SLIDE

HARDWARE

WD. BLOCKING WITH

P.LAM FINISH EDGE

3/4" PLYWOOD DRAWER

6"

3/4" X 4" BOX FRAME

CABINET LOCK

WHERE REQ'D,

DOUBLE LOCKS

REQ'D AT ALL

MEDS ROOMS

WOOD BLOCKING

ADJUSTABLE SHELF (3/4"

PLYWOOD WITH PLASTIC

LAMINATE FINISH ON ALL

SIDES) WITH PLAM EDGES

RECESSED SHELF

SUPPORT STRIPS

1/4" TEMPERED HARDBOARD

SCHEDULED BASE

2" X WOOD BASE

3/4" S-1 ON 3/4" PLYWOOD

3/4" PLYWOOD WITH

PLAM FINISH DOOR

SCRIBE EDGE TO WALL (TYP.)

4" HIGH BACKSPLASH REFER

TO INTERIOR ELEVATIONS

FOR OCCURANCE

S E

E E

L E

V A

T

IO

N

U .O

.N

/2

/4

1 1/2"

SEE PLAN

2'-1" U.O.N.

3"

3 1/2" 3 1/2"

3/4" X 4" BOX FRAME TYP.

CABINET LOCK WHERE

REQ'D, DOUBLE LOCKS

REQ'D AT ALL MEDS ROOMS

NOTE:

100 x 400 x 350 GAUGE STEEL

STRIPS ACCEPTABLE AS

ALTERNATIVE TO WOOD. MUST

WELD STRIPS TO STUDS.

SCREW ATTACH 2 X 4'S

TO STUDS AT MOUNTING

HEIGHTS REQUIRED

5/8" TYPE 'X' GWB

5/8" TYPE 'X' GWB

DOUBLE SCREW STUDS AS SHOWN

BEHIND ALL H.C.U. TACK WELD OR

SCREW ATTACH STUDS TOGETHER

(EXTRA STUDS 7" IN LENGTH)

HORIZONTAL 2 X 4

WOOD BLOCKING

BETWEEN STUDS

FIRE RETARDANT WOOD

BLOCKING

3/4" PLYWOOD

S-1 COUNTERTOP W/ DRIP

EDGE

/4

"7/8"

1. UNLESS OTHERWISE NOTED ON DETAILS, TYPICAL CONSTRUCTION IS TO BE AS FOLLOWS:

3/4" PLYWOOD FRONT

1/2" PLYWOOD SIDES AND BACK

1/4" PLYWOOD BOTTOM

1/4" TEMPERED HARDBOARD BACK PANEL

2. UNLESS OTHERWISE NOTED ON DETAILS, ALL DOOR FRONTS ARE TO BE 3/4" PLYWOOD CONSTRUCTION WITH PLASTIC

LAMINATE FINISH.

3. UNLESS OTHERWISE NOTED ON DETAILS, ALL MILLWORK TO BE 3/4" PLYWOOD CONSTRUCTION.

4. WHERE ELECTRICAL RECEPTACLES OCCUR UNDER COUNTERTOPS PROVIDE CORD SLOTS WITH GROMMETS IN COUNTERTOP.

5. ALL EXPOSED SURFACE TO RECEIVE PLASTIC LAMINATE FINISH, UNLESS OTHERWISE NOTED.

6. ALL CABINETRY AND MILLWORK TO COMPLY WITH AWI CATEGORY C STANDARDS. REFER TO SPECIFICATIONS.

7. ALL CABINETRY WITHIN PATIENT SPACES, OTHER THAN THE PATIENT WARDROBE, SHALL BE LOCKABLE WITH STAINLESS

STEEL CAM LOCK.

GENERAL NOTES

WOOD BLOCKING

1/2" S-1 COUNTERTOP

WOOD BLOCKING

1/2" S-1 BACKSPLASH

1'-2 1/2"

18" X 18" X 2" STL COUNTER

SUPPORT. REFER TO INTERIOR

ELEVATIONS FOR LOCATIONS

OR SPACE 48" O.C. MAX

SCHEDULED

BASE

2'-1"

/2

/2

C

L E

A R

M

IN

7"

M

IN

3/4" PLYWOOD WITH PLAM-1

FINISH WITH ANGLE

ATTACHMENTS

BASE CABINET BEYOND

WHERE OCCURS

UNDERMOUNT STAINLESS

STEEL SINK

/2

3/4" PLYWOOD WITH PLAM-1

FINISH

6"

CUT OUT TO ALLOW FOR

BASE TO BE CONTINUOUS

1-A901 A6

WOOD BLOCKING

WOOD BLOCKING

3" 2"

/2

S E

E E

L E

V A

T

IO

N S

/4

" 1'-3" U.O.N.

1/4" 1/2"

RECESSED SHELF

SUPPORT STRIPS

1/4" TEMPERED HARDBOARD

ADJUSTABLE SHELF (3/4"

PLYWOOD WITH PLAM FINISH

ON ALL SIDES) WITH PLAM

EDGES

3/4" PLYWOOD WITH

PLAM FINISH DOOR

CAB. DOOR

WIRE PULL

HEAVY DUTY

EUROPEAN

SYTLE HINGES

CABINET LOCK

WHERE REQ'D,

DOUBLE LOCKS

REQ'D AT ALL

MEDS ROOMS

TASK LIGHT WHERE

OCCURS, REFER TO ELEC

DWGS FOR LOCATIONS

SCHEDULED PARTITION

GWB CEILING, REFER TO RCP

PLAN EDGES (TYP.)

WOOD BLOCKING

WOOD BLOCKING

2"

/2

1/4" 1/2"

RECESSED SHELF

SUPPORT STRIPS

1/4" HARDBOARD

ADJUSTABLE SHELF (3/4"

PLYWOOD WITH PLAM FINISH

ON ALL SIDES) WITH PLAM

EDGES

TASK LIGHT WHERE

OCCURS, REFER TO ELEC

DWGS FOR LOCATIONS

SCHEDULED PARTITION

GWB CEILING, REFER TO RCP

/4

S

E E

E L

E V

A T

IO

N

S

1'-3" U.O.N

HIGH BACKSPLASH REFER TO

INTERIOR ELEVATIONS FOR

OCCURENCE

SCHEDULED BASE

3/4" X 4" BOX FRAME

CORE SLOTS W/ 2" SST GROMMETS,

3'-0" O.C, TO BE CONFIRMED WITH VA

WOOD BLOCKING

WOOD BLOCKING

18"X18" COUNTER SUPPORT.

REFER TO INTERIOR ELEVATIONS

FOR LOCATIONS OR SPACE 48"

O.C. MAX.

1.5" X 1.5" X 1/8" CONT.

ALUMINUM ANGLE AT ALL SIDES

3/4" S-1 ON 3/4" PLYWOOD

/2

1"

R E

F E

R T

O E

L E

V A

T

IO

N

O R

2'-1" U.O.N.

UNDER COUNTER EQUIPMENT,

WHERE OCCURS. REFER TO PLANS.

5 1/2"

CL

4"

FIRE RETARDANT WOOD

BLOCKING

SCRIBE EDGE TO WALL (TYP.)

S-1 COUNTERTOP

FIRE RETARDANT WOOD

BLOCKING

1/2" S-1 BACKSPLASH

/2

/2

C

L E

A R

M

IN

COUNTER SUPPORT. REFER TO

INTERIOR ELEVATIONS FOR

LOCATIONS OR SPACE 48" O.C. MAX

SCHEDULE

D BASE

2'-1"

M

IN

8 3/4"

3/4" PLYWOOD WITH PLAM-1

FINISH

PLYWOOD WTIH P.LAM

FINISH END PANEL BEYOND

3/4" PLYWOOD WITH PLAM-1

FINISH WITH ANGLE

ATTACHMENTS

INTEGRAL SOLID SURFACE

SINK

1-A901 A6

FIRE RETARDANT WOOD

BLOCKING

SCRIBE EDGE TO WALL (TYP.)

S-1 COUNTERTOP

FIRE RETARDANT WOOD

BLOCKING

1/2" S-1 BACKSPLASH

/2

/2

C

L E

A R

M

IN

COUNTER SUPPORT. REFER TO

INTERIOR ELEVATIONS FOR

LOCATIONS OR SPACE 48" O.C. MAX

SCHEDULE

D BASE

1'-9"

M

IN

8 3/4"

3/4" PLYWOOD WITH PLAM-1

FINISH

PLYWOOD WTIH P.LAM

FINISH END PANEL BEYOND

3/4" PLYWOOD WITH PLAM-1 FINISH

WITH ANGLE ATTACHMENTS

INTEGRAL SOLID SURFACE

SINK

1-A901 A6

WOOD BLOCKING

1/4" TEMPERED HARDBOARD

SCHEDULED BASE

2" X WOOD BASE

3/4" S-1 ON

3/4" PLYWOOD

3/4" PLYWOOD WITH

PLAM-1 FINISH DOOR

1/2" THICK BACKSPLASH REFER

TO INTERIOR ELEVATIONS FOR

OCCURANCE

3/4" PLYWOOD WITH

PLAM FINISH FASCIA

S E

E E

LE

V

A T

IO

N

2' -1

0" U

.O .N

1/

2" 1/

4"

1 1/2"

SEE PLAN

2'-1" U.O.N.

FULL HEAVY DUTY

EXTENSION DRAWER SLIDE

HARDWARE

WD. BLOCKING WITH

P.LAM FINISH EDGE

3/4" PLYWOOD DRAWER

6"

3/4" X 4" BOX FRAME

E Q

E Q

E Q

E Q

CABINET LOCK

WHERE REQ'D,

DOUBLE LOCKS

REQ'D AT ALL

MEDS ROOMS

SCHEDULED BASE

3/4" X 4" BOX FRAME

WOOD BLOCKING

WOOD BLOCKING

18"X18" COUNTER SUPPORT.

REFER TO INTERIOR

ELEVATIONS FOR LOCATIONS

OR SPACE 48" O.C. MAX.

3/4" S-1 ON 3/4" PLYWOOD

/2

1"

2'-0" U.O.N.

1'-0"

CL

18"X18" ANGLE

9"

4 SIDES

1/2" TYP REVEAL

2"

4"

1" PLYWOOD

WITH PLAM-1

1/2" 2"

1" PLYWOOD

WITH PLAM-1

PTD. 5/8" GWB ON MTL. STUDS

@ 16" O.C., REFER TO PLANS

FOR SCHEDULED PARTITIONS

SCHEDULED WALL

COVERING TO EXTEND OVER

EDGE OF PLAM PANEL

3/4" BRUSHED

ALUMINUM CORNER

GUARD

FIRE RETARDANT WD.

BLOCKING AS REQ'D

PLAM-5 PANEL MOUNTED

WITH 1/4" Z CLIP ZONE

METAL BACK-UP PLATE IS

REQUIRED AT ALL

LOCATIONS REQUIRING

BLOCKING EXCEPT BASE CABINETS.

NON STRUCTURAL METAL

FRAMING

PARTITION

3/4" X 12" PLYWOOD

BLOCKING (RE: 2/A0901)

3/4" PLYWOOD

WITH P.LAM. FINISH

NON-SECURE CLOSET ROD

ELEVATION

SECTION "A"

VARIES - SEE PLANS

SECTION "A"

PARTITION

3/4" PLYWOOD WITH

PLASTIC LAMINATE FINISH

HANGER ROD

(CENTERED ON

SHELF @ 3A)

1'-0"

CL OF ROD

1 1/2"

3/4" X 12" PLYWOOD

BLOCKING (RE: 2/A0901)

PLYWOOD

BLOCKING

NOTE: PROVIDE CENTER BRACE

FOR UNITS OVER 48"

A F

F

A F

F

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

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