36E77619R0097-009.pdf

A

PLAN - SECTION

A1

VIEW TITLE

VIEW SCALE

VIEW TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

DETAIL

THE FOLLOWING APPLIES TO THE

MARKERS ABOVE:

A1

A25.1

A1

A30.1

A1

A20.1

A3A1

A2

A4

A81.1

A1

A50.1

A1

A25.1

A1

A50.1

INDICATES ELEVATION, SECTION

OR DETAIL NUMBER

SEE TITLE BLOCK FOR GRAPHIC SCALE

INDICATES ELEVATION, SECTION

OR DETAIL NUMBER

INDICATES DRAWING SHEET ON

WHICH ELEVATION, SECTION OR

DETAIL IS SHOWN

COLUMN REFERENCE GRID

LEVEL LINE

WALL OR PARTITION TYPE

ROOM NAME AND NUMBER

EQUIPMENT OR FURNITURE NUMBER

DOOR OR BORROW LIGHT NUMBER

WINDOW TYPE

REVISION CLOUD

CEILING TYPE AND HEIGHT AFF

ROOM NAME

FLOOR FINISH

PROJECT NORTH

10'-0"

ACT1

VCT3

# KEYNOTE OR MATERIAL TAG

PLAN - SECTION

ELEVATIONS

SPECIAL INDICATIONS

PARTITION CONSTRUCTION - PLAN

EARTH

POROUS FILL

(STONE OR GRAVEL, ETC)

ROCK

LIGHTWEIGHT CONCRETE

(OR CONCRETE FILL)

BRICK (COMMON OR FACE)

CONCRETE MASONRY UNITS

METAL (LARGE SCALE)

PLYWOOD (LARGE SCALE)

WOOD, FINISHED

WOOD, ROUGH

INSULATION (LOOSE OR BATT)

INSULATION (RIGID)

GLASS (LARGE SCALE)

CERAMIC TILE

GYPSUM WALL BOARD

(FIBERBOARD, ETC)

PLASTER, SAND, CEMENT, GROUT

STRUCTURAL CONCRETE

(CAST-IN-PLACE, PRECAST, ETC)

ACOUSTICAL TILE

RESILIENT FLOORING

METAL (SMALL SCALE)

CONCRETE, PLASTER

SHEET METAL

GLAZING

BRICK

STEEL STUD

EXISTING TO REMAIN

WOOD STUD

EXISTING TO BE REMOVED

CMU

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:5

A

M

A00.1

ABBREVIATIONS AND LEGENDS

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

A2

CONTRACT DRAWING ABBREVIATIONS

NO SCALE

A5

GRAPHIC SYMBOLS LEGEND

NO SCALE

A6

MATERIALS LEGEND

NO SCALE

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RETURN REGISTER

S SANITARY

S SOIL

S SOUTH

S STEAM

SA SUPPLY AIR

SD SMOKE DAMPER

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SF SUPPLY FAN

SG SUPPLY GRILLE

SHT SHEET

SIM SIMILAR

SK SINK

SMU SOLID MASONRY UNIT

SPEC SPECIFICATION (S)

SPF SPRUCE PINE FIR

SQ SQUARE

SR SUPPLY REGISTER

SS STAINLESS STEEL

SSK SERVICE SINK

STD STANDARD

STL STEEL

STOR STORAGE

SYM SYMMETRY (ICAL)

SYS SYSTEM

T TREAD

T&G TONGUE & GROOVE

T'STAT THERMOSTAT

TB TEST BORING

TD TRANSFER DUCT

TD TRENCH DRAIN

TEL TELEPHONE

TG TRANSFER GRILLE

THK THICK (NESS)

TKBD TACKBOARD

TL TOTAL LOAD

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TP TEST PIT

TPTN TOILET PARTITION

TV TELEVISION

TYP TYPICAL

UD UNDERDRAIN

UGD

UNDERGROUND

DUCTWORK

UH UNIT HEATER

UNO

UNLESS NOTED

OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V VENT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VF VINYL FABRIC

VTR VENT THRU ROOF

W WEST, WIDTH, WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCH WATER CLOSET HANDICAP

WCO WALL CLEANOUT

WD WOOD

WG WALL GRILLE

WH WALL HUNG

WIN WINDOW

WP WORKING POINT

WR WALL REGISTER

WWF WELDED WIRE FABRIC

LB (S) POUNDS

LD LINEAR DIFFUSER

LD LINED DUCT

LF LAWN FAUCET

LF LINEAL FEET

LG LONG

LL LIVE LOAD

LPS LOW PRESSURE STEAM

LTG LIGHTING

LTL LINTEL

LTW LOW TEMPERATURE STEAM

LW LIMIT OF WORK

M METER (S)

MAS MASONRY

MAX MAXIMUM

MBH

1000 BRITISH THERMAL

UNIT

MD MANUAL DAMPER

MD MOTORIZED DAMPER

MECH MECHANICAL

MED MEDIUM

MET METAL

MFR MANUFACTURE (R)

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER (S)

MO MASONRY OPENING

MR MOP RECEPTOR

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

No NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OED OPEN END DUCT

OFF OFFICE

OH OVERHEAD

OPG OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

P PLATE

P PLUMBING

P PUMP

PAR PARALLEL

PFN PREFINISHED

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT (ED)

PP POINT TO POINT

PSF

POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

PWG POLISHED WIRE GLASS

QT QUARRY TILE

R RISER

RA RETURN AIR

RAD RADIATION

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REV REVISION (S)

RG RETURN GRILLE

DWG DRAWING

E EAST

EB EXPANSION BOLT

EF EXHAUST FAN

EIFS

EXTERIOR INSULATED

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION (S)

ELEC ELECTRIC (AL)

EM ELECTRIC MANHOLE

EP ELECTRIC PANEL

EQ EQUAL

ER EXHAUST REGISTER

ES EACH SIDE

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXG EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAI FRESH AIR INTAKE

FC FLEXIBLE CONNECTION

FCO FLOOR CLEANOUT

FD FIRE DAMPER

FD FLOOR DRAIN

FD FOUNDATION DRAIN

FE FIRE EXTINGUISHER

FHS FIRE HOSE STATION

FIN FINISH (ED)

FL FINISH LENGTH

FLG FLASHING

FLR FLOOR (ING)

FOC FACE OF CONCRETE

FOS FACE OF STUD

FRR FLOOR RETURN REGISTER

FS FAR SIDE

FTG FOOTING

FY

MINIMUM YIELD STRESS

(KSI)

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT (OR)

GL GLASS

GPDW GYPSUM DRY WALL

GPM GALLONS PER MINUTE

GV GATE VALVE

H HARDENER

HB HOSE BIB

HD HUB DRAIN

HM HOLLOW METAL

HORIZ HORIZONTAL

HPS HIGH PRESSURE STEAM

HT HEIGHT

HTG HEATING

HTW HOT TEMPERATURE WATER

HVAC

HEATING - VENTILATING -

AIR CONDITIONING

HW HOT WATER

HYD HYDRANT

ID INSIDE DIAMETER

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

JC JANITOR'S CLOSET

JT JOINT

K KIPS

KIT KITCHEN

KSI KIPS PER SQUARE INCH

LAB LABORATORY

LAM LAMINATE (D)

LAV (L) LAVATORY

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABT ABOUT

AC ACOUSTICAL

ACB ABOVE CEILING BELOW

ACT ACOUSTICAL TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AL ACOUSTICAL LINING

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APX APPROXIMATE

ARCH ARCHITECT (URAL)

B/W BOTTOM OF WALL

BD BOARD

BDD BACKDRAFT DAMPER

BIT BITUMINOUS

BJ BAR JOIST

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK

BOF BOTTOM OF FOOTING

BOT BOTTOM

BP BEARING PLATE

BSMT BASEMENT

BSP BASE PLATE

BTU BRITISH THERMAL UNIT

CAB CABINET

CB CATCHBASIN

CD CEILING DIFFUSER

CEM CEMENT (ITIOUS)

CER CERAMIC

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CHBD CHALKBOARD

CHT CEILING HEIGHT

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CJT CONTROL JOINT

CL CLOSET

CLG CEILING

CM CENTIMETER (S)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CONTR CONTRACT (OR)

CORR CORRUGATED

CPT CARPET (ED)

CR CONDENSATE RETURN

CT CERAMIC TILE

CUH CABINET UNIT HEATER

CULV CULVERT

CV CONVECTOR

CW COLD WATER

CY CUBIC YARD

DF DOUGLAS FIR

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DTL DETAIL

DW DUCT WRAP

ANGLE

CENTERLINE

CHANNEL

DIAMETER

PLATE

SQUARE

SYMBOLS USED AS ABBREVIATIONS

L

O

PL

Revisions: Date:

DN

PHASING / CONSTRUCTION:

1A. MOBILIZE SITE, REFER TO SITE DRAWINGS.

CONSTRUCT NEW CHILLER PADS, INSTALL NEW

O.R. & PHARMACY CHILLER PIPING, MAKE

OPERATIONAL, SWITCH ONLINE. REFER TO

MECHANICAL DRAWINGS.

1B. (B) REMOVE EXISTING CHILLERS. RELOCATE

EXISTING PHARMACY CHILLER, TURN OVER

PHARMACY CHILLER AND SWITCH ONLINE.

REMOVE EXISTING ELECTRICAL MECHANICAL

UNDERGROUND UTILITIES ASSOCIATED WITH

EXISTING CHILLERS. REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS

2A. INSTALL TEMPORARY PARTITION TO

AREA SHOWN IN EXISTING O.R. STORAGE TO

CREATE STERILE ENVIRONMENT FOR ACCESS TO

EXISTING DORNACH VACUUM MACHINE

DRAINAGE AND STERILIZATION DOCKING STATION.

WORK TO BE PERFORMED ON OFF HOURS AND

WEEKENDS ONLY. DEMOLISH EXISTING DOOR,

WALL AND TEMPORARY WALL AFTER PHASE 2B IS

COMPLETE.

2B PERFORM SITE EXCAVATION, DEMOLISH

UNDERGROUND UTILITIES, INSTALL NEW

UTILITIES. REFER TO SITE, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

CONSTRUCT CLEAN CORE FOOTING &

FOUNDATIONS. REFER TO STRUCTURAL

DRAWINGS. COMMENCE WITH CLEAN CORE STEEL

ERECTION, FLOOR FRAMING/SLABS, AND

ELEVATOR SHAFTS. REFER TO STRUCTURAL AND

ARCHITECTURAL DRAWINGS. CLEAN CORE ROOF

CONSTRUCTION: INSULATE, INSTALL NEW

MEMBRANE, TIE-INTO EXISTING O.R. REFER TO

ARCHITECTURAL DRAWINGS

CLEAN CORE EXTERIOR WALLS, WEATHER

PROOFING. REFER TO ARCHITECTURAL

DRAWINGS. COMMENCE WITH INTERIOR

PARTITIONING/FRAMING & GYPSUM DRYWALLING.

COMMENCE WITH INTERIOR UTILITIES:

ELECTRICAL, PLUMBING, HVAC, FIRE PROTECTION.

REFER TO ELECTRICAL, PLUMBING, MECHANICAL

AND FIRE PROTECTION DRAWINGS. PHASE TWO

MUST BE COMPLETE PRIOR TO OTHER PHASES

COMMENCING.

3. MAKE CONNECTION FROM NEW CLEAN CORE TO

EXISTING PACU. REFER TO ARCHITECTURAL

DRAWINGS. WORK SHALL BE PERFORMED OFF

HOURS AND WEEKENDS ONLY.

4. PERFORM WORK AT FLASH STERILE

VESTIBULES. A, B, C, D, ONLY ONE O.R. DOWN AT

A TIME. REFER TO ARCHITECTURAL DRAWINGS.

WORK SHALL BE PERFORMED OFF HOURS AND

WEEKENDS ONLY.

5A. INSTALL NEW DOOR AS SHOWN. REFER TO

ARCHITECTURAL PLAN. FILL IN EXISTING DOOR

OPENING TO O.R. SEMI RESRICTED CORRIDOR

AREA. RENOVATE TEMPORARY ANESTHESIA

WORK AREA. WORK SHALL BE

PERFORMED OFF HOURS AND WEEKENDS ONLY.

5. TAKE AREA OF EXISTING ANESTHESIA

WORKROOM & SUPPLIES AND REVISE TO MALE

LOCKERS. REFER TO ARCHITECTURAL

DRAWINGS.

6. REVISE EXISTING O.R. STERILE STORAGE AND

CONVERT TO NEW ANESTHESIA WORKROOM.

REFER TO ARCHITECTURAL DRAWINGS.

WORK SHALL BE PERFORMED OFF

HOURS AND WEEKENDS ONLY.

7. RENOVATE EXISTING CYSTOSCOPY AND

REVISE TO FEMALE LOCKERS. REFER TO

ARCHITECTURAL DRAWINGS. PLUMBING WORK

SHALL BE PERFORMED ON OFF HOURS AND

WEEKENDS ONLY.

GENERAL NOTE:

1. OPERATING ROOM (O.R.) AND POST-ANESTHESIA

CARE UNIT (P.A.C.U.) SHALL REMAIN OPEN AND

ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.

ANY WORK DONE IN THESE AREAS SHALL BE

PERFORMED ON OFF HOURS AND WEEKENDS ONLY.

COORDINATE ALL PHASING & CONSTRUCTION WITH VA

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.)

AND ARCHITECT, IF WORK REQUIRES AN SHUTDOWN

AND CANNOT BE PERFORMED OFF HOURS, WEEKENDS,

OR FEDERAL HOLIDAYS, A 28 DAY NOTICE IN ADVANCE

MUST BE SUBMITTED TO THE PROVIDENCE VA MEDICAL

CENTER (P.V.A.M.C.), COR, AND ARCHITECT.

2. NORMAL HOURS OF OPERATION OF THE O.R. AND

P.A.C.U. ARE MONDAY THROUGH FRIDAY, 6AM TO 7 PM.

3. DURING CONSTRUCTION, IF EXISTING CEILINGS ARE

BEING REMOVED, GENERAL CONTRACTOR SHALL

INSTALL TEMPORARY UPRIGHT SPRINKLER HEADS TO

MAINTAIN COVERAGE.

LEGEND:

DUST PARTITION: 1 HOUR RATED WALL

SIMILAR TO 123 PARTITION TYPE AS SHOWN

ON A40.1.

PHASE

2"

PHASE 1(B)

PHASE 1(A)

PHASE 2B

PHASE 2B

PHASE 2B

PHASE 2B

5'

NEW O.R. CHILLER

NEW O.R. CHILLERFUTURE

NEW

PHARMACY

CHILLER

EXISTING

PHARMACY

CHILLER

EXISTING O.R.

CHILLER

EXISTING O.R.

CHILLER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:0

A

M

A01.1

GROUND FLOOR PHASING PLAN

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

PHASING / CONSTRUCTION:

1A. MOBILIZE SITE, REFER TO SITE DRAWINGS.

CONSTRUCT NEW CHILLER PADS, INSTALL NEW

O.R. & PHARMACY CHILLER PIPING, MAKE

OPERATIONAL, SWITCH ONLINE. REFER TO

MECHANICAL DRAWINGS.

1B. (B) REMOVE EXISTING CHILLERS. RELOCATE

EXISTING PHARMACY CHILLER, TURN OVER

PHARMACY CHILLER AND SWITCH ONLINE.

REMOVE EXISTING ELECTRICAL MECHANICAL

UNDERGROUND UTILITIES ASSOCIATED WITH

EXISTING CHILLERS. REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS

2A. INSTALL TEMPORARY PARTITION TO

AREA SHOWN IN EXISTING O.R. STORAGE TO

CREATE STERILE ENVIRONMENT FOR ACCESS TO

EXISTING DORNACH VACUUM MACHINE

DRAINAGE AND STERILIZATION DOCKING STATION.

WORK TO BE PERFORMED ON OFF HOURS AND

WEEKENDS ONLY. DEMOLISH EXISTING DOOR,

WALL AND TEMPORARY WALL AFTER PHASE 2B IS

COMPLETE.

2B PERFORM SITE EXCAVATION, DEMOLISH

UNDERGROUND UTILITIES, INSTALL NEW

UTILITIES. REFER TO SITE, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

CONSTRUCT CLEAN CORE FOOTING &

FOUNDATIONS. REFER TO STRUCTURAL

DRAWINGS. COMMENCE WITH CLEAN CORE STEEL

ERECTION, FLOOR FRAMING/SLABS, AND

ELEVATOR SHAFTS. REFER TO STRUCTURAL AND

ARCHITECTURAL DRAWINGS. CLEAN CORE ROOF

CONSTRUCTION: INSULATE, INSTALL NEW

MEMBRANE, TIE-INTO EXISTING O.R. REFER TO

ARCHITECTURAL DRAWINGS

CLEAN CORE EXTERIOR WALLS, WEATHER

PROOFING. REFER TO ARCHITECTURAL

DRAWINGS. COMMENCE WITH INTERIOR

PARTITIONING/FRAMING & GYPSUM DRYWALLING.

COMMENCE WITH INTERIOR UTILITIES:

ELECTRICAL, PLUMBING, HVAC, FIRE PROTECTION.

REFER TO ELECTRICAL, PLUMBING, MECHANICAL

AND FIRE PROTECTION DRAWINGS. PHASE TWO

MUST BE COMPLETE PRIOR TO OTHER PHASES

COMMENCING.

3. MAKE CONNECTION FROM NEW CLEAN CORE TO

EXISTING PACU. REFER TO ARCHITECTURAL

DRAWINGS. WORK SHALL BE PERFORMED OFF

HOURS AND WEEKENDS ONLY.

4. PERFORM WORK AT FLASH STERILE

VESTIBULES. A, B, C, D, ONLY ONE O.R. DOWN AT

A TIME. REFER TO ARCHITECTURAL DRAWINGS.

WORK SHALL BE PERFORMED OFF HOURS AND

WEEKENDS ONLY.

5A. INSTALL NEW DOOR AS SHOWN. REFER TO

ARCHITECTURAL PLAN. FILL IN EXISTING DOOR

OPENING TO O.R. SEMI RESRICTED CORRIDOR

AREA. RENOVATE TEMPORARY ANESTHESIA

WORK AREA. WORK SHALL BE

PERFORMED OFF HOURS AND WEEKENDS ONLY.

5. TAKE AREA OF EXISTING ANESTHESIA

WORKROOM & SUPPLIES AND REVISE TO MALE

LOCKERS. REFER TO ARCHITECTURAL

DRAWINGS.

6. REVISE EXISTING O.R. STERILE STORAGE AND

CONVERT TO NEW ANESTHESIA WORKROOM.

REFER TO ARCHITECTURAL DRAWINGS.

WORK SHALL BE PERFORMED OFF

HOURS AND WEEKENDS ONLY.

7. RENOVATE EXISTING CYSTOSCOPY AND

REVISE TO FEMALE LOCKERS. REFER TO

ARCHITECTURAL DRAWINGS. PLUMBING WORK

SHALL BE PERFORMED ON OFF HOURS AND

WEEKENDS ONLY.

GENERAL NOTE:

1. OPERATING ROOM (O.R.) AND POST-ANESTHESIA

CARE UNIT (P.A.C.U.) SHALL REMAIN OPEN AND

ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.

ANY WORK DONE IN THESE AREAS SHALL BE

PERFORMED ON OFF HOURS AND WEEKENDS ONLY.

COORDINATE ALL PHASING & CONSTRUCTION WITH VA

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.)

AND ARCHITECT, IF WORK REQUIRES AN SHUTDOWN

AND CANNOT BE PERFORMED OFF HOURS, WEEKENDS,

OR FEDERAL HOLIDAYS, A 28 DAY NOTICE IN ADVANCE

MUST BE SUBMITTED TO THE PROVIDENCE VA MEDICAL

CENTER (P.V.A.M.C.), COR, AND ARCHITECT.

2. NORMAL HOURS OF OPERATION OF THE O.R. AND

P.A.C.U. ARE MONDAY THROUGH FRIDAY, 6AM TO 7 PM.

3. DURING CONSTRUCTION, IF EXISTING CEILINGS ARE

BEING REMOVED, GENERAL CONTRACTOR SHALL

INSTALL TEMPORARY UPRIGHT SPRINKLER HEADS TO

MAINTAIN COVERAGE.

LEGEND:

DUST PARTITION: 1 HOUR RATED WALL

SIMILAR TO 123 PARTITION TYPE AS SHOWN

ON A40.1.

PHASE

CLEAN AND STERILE

SUPPLY

EQUIPMENT STORAGE

MECHANICAL

CYSTOSCOPY

SEMI RESTRICTED

CORRIDOR

A-EL-3

FUTURE

CLEAN

EL.

A-EL-2

FUTURE

CLEAN

EL.

CLEAN AND STERILE

SUPPLY

CC STORAGE

255A

NURSE

MANAGER

OFFICE

SOILED UTILITY

IUSS

EQUIPMENT

STORAGE

WORK AREA

CONTROL STATION

MALE LOCKERS

ANGIOPLASTY

OR-1

OR-2

OR-3

HOUSE KEEPING

215G

SCRUB

210A

SCRUB

210B

OR ACCESS VESTIBULE

OR ACCESS VESTIBULE

OBSERVATION

ROOM

PACU

NURSE STATION

215A

PATIENT

TOILET

CORRIDOR

C223

STAIR-K

K-2

STAFF

TOILET/SHOWER

1ST STAGE

RECOVERY

PRE-OP

HOLDING

215F

PATIENT

TOILET

215E

PATIENT

LOCKERS

215D

VESTIBULE

215C

CLEAN

UTILITIES

MINOR

PROCEDURE

215B

SOILED

UTILITIES

229A

IT

CLOSET

OFFICE

2-DC-1A

CORRIDOR

LINEN

CHUTE

A-2

STAIR

WELL

ELECTRICAL

CLOSET

ELECTRICAL

CLOSET

232A

HOUSE

KEEPING

232D

ELEC

232C

ELEC

OR

STORAGE

233A

INTERVENTIONAL

PAIN

MANAGEMENT

CONSULT

ROOM

CORRIDOR

FEMALE

LOCKERS

202A

TOILET

201B

EMERGENCY

ELECTRICAL

ROOM

201C

ELECTRICAL

ROOM

CORRIDOR

BRONCHOSCOPY

L23

ELEVATOR

LOBBY

SEMI

RESTRICTED

CORRIDOR

L24

LINK

CORRIDOR

E205

EXAM-1

E206

EXAM-2

E207

MICROSCOPE

E208

EXAM-3 E204

CAST

ROOM

C22

CORRIDOR

L21

ELEVATOR

LOBBY

C21

CORRIDOR

L22

LOBBY

E-EL-2

ELEVATOR

E-EL-1

ELEVATOR

OR

RECEPTION

WAITING

ROOM

201A

OFFICE

A-EL-1

FUTURE

SOILED

ELEVATOR

37 37 37 37 37 37 37 37 37 37 37

55565731

37373737

252632

52 53

DUST

PARTITION

DUST

PARTITION

PHASE 2B

PHASE 2B

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

DUST

PARTITION

PHASE 2B

PHASE 7

PHASE 6

PHASE 3

PHASE 4

PHASE 4(A) PHASE 4(B)

PHASE 4

PHASE 4(C) PHASE 4(D)

13 29

PHASE 2B

PHASE 5/7

DUST

PARTITION

DUST

PARTITION

PHASE 2A

PHASE 5 -

TEMPORARY

ANESTHESIA WORK

ROOM, REFER TO

B8/A72.2

STAFF TOILET

DURING PHASE 5

& 7

PHASE 7 - FINAL MALE

LOCKER ROOM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:0

A

M

A01.2

SECOND FLOOR PHASING PLAN

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

D06

D06

D01D01

D02 D02 D02 D02

D02

D01

D01

D01

D02

D02

D02

D01

A05.2

D4

A05.2 B4

A05.2

F4

A05.2

F9

A05.2

F6

D01

D01

9' - 8 5/8"

12' - 11 1/8"

D06

SEE

HAZARDOUS

MATERIAL

NOTE 1.

HAZARDOUS MATERIAL NOTE

1. EXISTING WINDOW THAT IS ENCASED BETWEEN THE EXISTING WALLS TO BE DEMOLISHED IS

SUSPECTED TO HAVE LEAD PAINT. TEST WINDOW FOR LEAD PAINT AND/OR PCB CONTAINING

SEALANT.

OR

ACCESS

VESTIBULE

OR

ACCESS

VESTIBULE

ANGIOPLASTY

OR-1

OR-2

OR-3

MINOR

PROCEDURE

OR

STORAGE

NURSE

STATION

OBSERVATION

ROOM

CONTROL

STATION

210A

SCRUB

210B

SCRUB

215A

PATIENT

TOILET

215F

PATIENT

TOILET

215E

PATIENT

LOCKERS

215D

VESTIBULE

215C

CLEAN

UTILITIES

215B

SOILED

UTILITIES

215G

HOUSE

KEEPING

K-2

STAIR-K

CORRIDOR

A-2

STAIR

WELL

ELECTRICAL

CLOSET

232A

HOUSE

KEEPING

232C

ELEC

232D

ELEC

233A

INTERVENTIONAL

PAIN

MANAGEMENT

OR

RECEPTION

WAITING

ROOM

201C

ELECTRICAL

ROOM

201B

EMERGENCY

ELECTRICAL

ROOM

201A

OFFICE

LINEN

CHUTE

229A

IT

CLOSET

ELECTRICAL

CLOSET

STAFF

TOILET/SHOWER

L23

ELEVATOR

LOBBY

L24

LINK

CORRIDOR

E-EL-1

ELEVATOR

E-EL-2

ELEVATORE205

EXAM-1

C22

CORRIDOR

E206

EXAM-2

E207

MICROSCOPE

E204

CAST

ROOM

C21

CORRIDOR

OFFICE

INSTRUMENT

STORAGE

ANESTHESIA

WORK ROOM

SUPPLIES

STERILE

SUPPLY CORE

STORAGE

ALCOVE

CYSTOSCOPY

PROCEDURE

C203

CORRIDOR

C203

CORRIDOR

OR WAITING

L21

ELEVATOR

LOBBY

C22

CORRIDOR

E208

EXAM-3

E209

EXAM-4

E203

JC

L22

LOBBY

OR STORAGE

D04 D04

D05

D07

D04

D03

D04

D03

D05

D01

D05

D06

D01

D01

D01

D06

8' - 6 1/8"

D01

D05

D07

D01

D05

D07

D01

D05

D07

D01

A 83.1

F1

2' - 8"

RELOCATE

DEEP

FREEZER,

COORDINATE

WITH COR.

D04

D03

CUTTING AND PATCHING NOTES:

DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR

LOAD-DEFLECTION RATIO.

OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR

DECREASED OPERATIONAL LIFE OR SAFETY. OPERATING ELEMENTS INCLUDE THE FOLLOWING:

• FIRE OR SMOKE BARRIERS.

• FIRE-SUPPRESSION SYSTEMS.

• MECHANICAL SYSTEMS PIPING AND DUCTS.

• CONTROL SYSTEMS.

• COMMUNICATION SYSTEMS.

• ELECTRICAL WIRING SYSTEMS.

MISCELLANEOUS ELEMENTS: DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR RESULT IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.

MISCELLANEOUS ELEMENTS INCLUDE THE FOLLOWING:

• WATER, MOISTURE, OR VAPOR BARRIERS.

• MEMBRANE AND FLASHING.

• EQUIPMENT SUPPORTS.

• PIPING, DUCTWORK, VESSELS, AND EQUIPMENT.

• NOISE- AND VIBRATION-CONTROL ELEMENTS AND SYSTEMS.

VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT WOULD, IN ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. DEMOLISH AND REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER.

TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.

PROTECTION: PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING

CUTTING AND PATCHING OPERATIONS.

ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO

ADJOINING AREAS.

EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE DEMOLISHED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO

MINIMIZE INTERRUPTION TO OCCUPIED AREAS.

GENERAL: EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING. PROCEED WITH CUTTING AND PATCHING AT

THE EARLIEST FEASIBLE TIME, AND COMPLETE WITHOUT DELAY.

• CUT IN-PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS OR PERFORMANCE OF

OTHER CONSTRUCTION, AND SUBSEQUENTLY PATCH AS REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL

CONDITION.

CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL

INSTALLER'S WRITTEN RECOMMENDATIONS.

• IN GENERAL, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING AND

CHOPPING. CUT HOLES AND SLOTS AS SMALL AS POSSIBLE, NEATLY TO SIZE REQUIRED, AND WITH MINIMUM

DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE.

• FINISHED SURFACES: CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES.

• CONCRETE AND MASONRY: CUT USING A CUTTING MACHINE, SUCH AS AN ABRASIVE SAW OR A DIAMOND-CORE DRILL.

• MECHANICAL AND ELECTRICAL SERVICES: CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE DEMOLISHED.

CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR

OTHER FOREIGN MATTER AFTER CUTTING.

• PROCEED WITH PATCHING AFTER CONSTRUCTION OPERATIONS REQUIRING CUTTING ARE COMPLETE.

PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE.

PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS.

• INSPECTION: WHERE FEASIBLE, TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO DEMONSTRATE

INTEGRITY OF INSTALLATION.

• EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO

RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.

• CLEAN PIPING, CONDUIT, AND SIMILAR FEATURES BEFORE APPLYING PAINT OR OTHER FINISHING MATERIALS.

• RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION.

• FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE DEMOLISHED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. DEMOLISH IN-PLACE FLOOR AND WALL COVERINGS AND REPLACE WITH NEW

MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.

• WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY PRIMER AND INTERMEDIATE PAINT COATS OVER THE

PATCH AND APPLY FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE

ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACES.

• CEILINGS: PATCH, REPAIR, OR REHANG IN-PLACE CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OF

UNIFORM APPEARANCE.

• EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A

WEATHERTIGHT CONDITION.

CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY DEMOLISH PAINT, MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS.

PROJECT EXECUTION NOTES:

REFER TO A05.2

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL SAFETY CODES.

2. MAINTAIN INTEGRITY OF ALL EXISTING FIRE RATED ASSEMBLIES TO REMAIN, INCLUDING ENCLOSURES AT

COLUMNS, STAIRS, AND SHAFTS.

3. PROTECT ALL EXISTING FINISHES, MILLWORK, AND CONSTRUCTION TO REMAIN.

4. BEFORE STARTING WORK, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INCLUDING DIMENSIONS AND

ELEVATIONS. THE CONTRACTOR SHALL PREPARE A LIST OF EXISTING DAMAGED AREAS, DOCUMENTED BY DATED PHOTOGRAPHS AND SIGNED BY THE PERSON CONDUCTING THE INVESTIGATION. PRESENT TO OWNER FOR

VERIFICATION PRIOR TO STARTING DEMOLITION.

5. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH THE OWNER, AND PROCURE PRIOR APPROVAL FOR ALL DEMOLITION PROCEDURES, INCLUDING USE OF BUILDING FACILITIES, PLACEMENT OF DUMPSTER, REFUSE

REMOVAL, AND PHASING.

6. CONTRACTOR SHALL COORDINATE REMOVAL AND STORAGE OF ALL SALVAGED ITEMS WITH THE OWNER.

7. PROTECT AND MAINTAIN THE OPERATION OF ANY EXISTING SYSTEMS TO REMAIN FUNCTIONAL DURING THE

PROJECT. PROCURE PRIOR APPROVAL FROM THE OWNER FOR ANY SHUT-DOWNS REQUIRED.

8. CONTRACTOR TO VERIFY STRUCTURAL CONDITIONS BEFORE DEMOLITION BEGINS. PROVIDE TEMPORARY OR

PERMANENT STRUCTURE AS REQUIRED

9. WHERE ELECTRICAL FIXTURES ARE DEMOLISHED, EXISTING WIRING SHALL BE DEMOLISHED BACK TO ELECT. BOX.

REFER TO ELECTRICAL DRAWINGS.

10. AFTER DEMOLITION, ALL ABANDONED PENETRATIONS SHALL BE PATCHED AND FIRE PROTECTED ACCORDING TO

CODE.

11. ITEMS TO BE SALVAGED FOR RE-USE BY OWNER: DOOR HARDWARE, ROLLING FILES, LIGHTING, INC. EMERG.

LIGHTING, FIRE EXTINGUISHERS, SMOKE DETECTORS

12. CONTRACTOR TO PROTECT AREAS TO REMAIN OPERATIONAL FROM DUST & DEBRIS. CONTRACTOR IS

RESPONSIBLE FOR MAINTAINING AND CLEANING ANY AREAS EXPOSED TO DIRT OR DEBRIS FROM DEMOLITION

ACTIVITIES.

13. REFER TO FLOOR PLANS TO DETERMINE EXTENT OF REMOVALS AND DEMOLITION IN REFERENCE TO NEW WORK.

14. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL REMOVALS AND

DEMOLITION.

15. ALL TAGS MAY NOT BE IDENTIFIED ON THE PLANS.

16. THE SOUND LEVEL LIMIT FOR TOOLS AND EQUIPMENT IS 85DBA AND 0.5/ IN./SEC. FOR VIBRATION. GENERAL

CONTRACTOR SHALL HAVE SUBCONTRATORS ARRANGE TEST TRAILS FOR OPERATIONAL DECIBEL AND VIBRATION LEVELS WITH ALL TOOLS AND EQUIPMENT BEFORE WORK CAN COMMENCE. ARRANGE FOR THE VA PROJECT

ENGINEER TO ATTEND/OBSERVE SAID TEST TRAIL TO WITNESS TESTING

DEMOLITION LEGEND:

DEMOLISH OR RELOCATE, REFER TO DEMOLITION SCHEDULE BELOW.

DEMOLISH ALL EXISTING FLOOR COVERING AND ADHESIVE

DEMOLISH ALL EXISTING FLOOR COVERING AND ADHESIVE - ASBESTOS

FLOOR TILE AND MASTIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:1

A

M

A05.1

SECOND FLOOR DEMOLITION

PLAN

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

DEMOLITION SCHEDULE

CODE DESCRIPTION

D01 DEMOLISH EXISTING WALL/PARTITIONS (AS SHOWN) OR TO ACCOMMODATE NEW

WORK, REFER TO FLOOR PLANS

D02 DEMOLISH EXISTING DOOR(S)/FRAME(S)

D03 DEMOLISH EXISTING WALL MOUNTED ITEMS IN ROOM: HAND SANITIZERS, TOWEL

DSIPENSORS, GLOVE DISPENSORS, ETC.

D04 DEMOLISH EXISTING EQUIPMENT IN ROOM, COORDINATE WITH & SCHEDULE WITH

COR.

D05 DEMOLISH EXISTING PLUMBING, REFER TO PLUMBING DEMO DRAWINGS

D06 DEMOLISH EXISTING WINDOW, FRAME, OR LOUVER, REFER TO HAZARDOUS

MATERIALS REPORT

D07 DEMOLISH EXISTING COUNTER AND UPPER CABINETS

D09 DEMOLISH EXISTING MECHANICAL PIPING, REFER TO MECHANICAL DRAWINGS

D10 DEMOLISH EXISTING BOLLARDS, REFER TO SITE DEMO. DRAWINGS.

GENERAL NOTE:

1. THE VA WILL REMOVE/RELOCATE

MOVABLE/PORTABLE EQUIPMENT PRIOR TO THE

START OF CONSTRUCTION.

2. THE VA CLINICAL ENGINEERING WILL

REMOVE/RELOCATE ALL FIXED IMAGING

EQUIPMENT.

3. THE GC IS RESPONSIBLE FOR REMOVING BUILT-IN

EQUIPMENT, HIGH DENSITY SHELVING AS NOTED

ABOVE, AND ALL OTHER ITEMS NOTED IN THE

DEMOLITION SCHEDULE BELOW.

LEVEL 00

79' - 3 5/8"

LEVEL 01

90' - 3 5/8"

LEVEL 02

102' - 2 5/8"

LEVEL 03

114' - 1 5/8"

3' 4.8'4.75'4.7'4.5'4' 4.3'2'1'

D06

D09

(TYPICAL AT (5)

LOCATIONS.

5'

LEVEL 00

79' - 3 5/8"

LEVEL 01

90' - 3 5/8"

LEVEL 02

102' - 2 5/8"

LEVEL 03

114' - 1 5/8"

21.8 2.2 2.5 3 4 5 6 7 8

8' - 2 3/4"

/4

8' - 2 3/4" 8 3/8"

4' - 11 3/8"

D01

D06

D01

D06

DEMOLISH

FRAME AND

GLAZING

DEMOLISH

FRAME AND

GLAZING

3' - 11 1/2"

3' - 11 1/8"

D01

D06

D09

(TYPICAL AT (4)

LOCATIONS.

D10

DEMOLITION LEGEND:

DEMOLISH OR RELOCATE, REFER TO DEMOLITION SCHEDULE BELOW.

DEMOLISH ALL EXISTING FLOOR COVERING AND ADHESIVE

DEMOLISH ALL EXISTING FLOOR COVERING AND ADHESIVE - ASBESTOS

FLOOR TILE AND MASTIC

PROJECT EXECUTION NOTES:

EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF UTILITIES, AND OTHER CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED.

BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER

CONSTRUCTION AFFECTING THE WORK.

• BEFORE CONSTRUCTION, VERIFY THE LOCATION AND POINTS OF CONNECTION OF UTILITY SERVICES.

EXISTING UTILITIES: THE EXISTENCE AND LOCATION OF UTILITIES AND CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING SITEWORK, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER CONSTRUCTION AFFECTING

THE WORK.

ACCEPTANCE OF CONDITIONS: EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER OR APPLICATOR PRESENT WHERE INDICATED, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. RECORD

OBSERVATIONS.

• VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS.

• EXAMINE ROUGHING-IN FOR MECHANICAL AND ELECTRICAL SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONNECTIONS BEFORE EQUIPMENT AND

FIXTURE INSTALLATION.

EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMS ARE TO BE INSTALLED.

• PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROCEEDING WITH THE WORK INDICATES

ACCEPTANCE OF SURFACES AND CONDITIONS.

FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK.

SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON DRAWINGS.

REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY ON DISCOVERY OF THE NEED FOR CLARIFICATION OF THE CONTRACT DOCUMENTS, SUBMIT A REQUEST FOR INFORMATION TO ARCHITECT. INCLUDE A DETAILED DESCRIPTION OF PROBLEM ENCOUNTERED, TOGETHER WITH

RECOMMENDATIONS FOR CHANGING THE CONTRACT DOCUMENTS.

• REVIEW CONTRACT DOCUMENTS AND DOCUMENTS FOR MECHANICAL AND PLUMBING WORK WITH THE MECHANICAL/PLUMBING CONTRACTOR TO

COORDINATE REQUIREMENTS, FIELD CONDITIONS AND OTHER ITEMS THAT COULD AFFECT THE WORK.

LAY OUT THE WORK:

• ESTABLISH DIMENSIONS WITHIN TOLERANCES INDICATED. DO NOT SCALE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS.

• INFORM INSTALLERS OF LINES AND LEVELS TO WHICH THEY MUST COMPLY.

• CHECK THE LOCATION, LEVEL AND PLUMB, OF EVERY MAJOR ELEMENT AS THE WORK PROGRESSES.

• COORDINATE LAYOUT, LOCATIONS, REMOVALS AND SUPPORTING CONSTRUCTION REQUIREMENTS WITH THE MECHANICAL/PLUMBING

CONTRACTOR.

LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION, AS INDICATED.

• MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL.

• WHERE SPACE IS LIMITED, INSTALL COMPONENTS TO MAXIMIZE SPACE AVAILABLE FOR MAINTENANCE AND EASE OF REMOVAL FOR REPLACEMENT.

• CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS, UNLESS OTHERWISE INDICATED.

• MAINTAIN MINIMUM HEADROOM CLEARANCE OF 8 FEET IN SPACES WITHOUT A SUSPENDED CEILING, UNLESS INDICATED OTHERWISE.

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED.

INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT WILL ENSURE THE BEST POSSIBLE RESULTS. MAINTAIN CONDITIONS REQUIRED FOR

PRODUCT PERFORMANCE UNTIL SUBSTANTIAL COMPLETION.

CONDUCT CONSTRUCTION OPERATIONS SO NO PART OF THE WORK IS SUBJECTED TO DAMAGING OPERATIONS OR LOADING IN EXCESS OF THAT

EXPECTED DURING NORMAL CONDITIONS OF OCCUPANCY.

SCHEDULING & TOOLS AND EQUIPMENT: DO NOT USE TOOLS OR EQUIPMENT THAT ARE DISRUPTIVE OR ARE EXCESSIVELY LOUD. COORDINATE ALL

DEMO WORK WITH VAMC COR FOR SCHEDULING.

TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED TEMPLATES FOR WORK SPECIFIED TO BE FACTORY PREPARED AND FIELD INSTALLED.

CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING PRODUCTS TO COMPLY

WITH INDICATED REQUIREMENTS.

ANCHORS AND FASTENERS: PROVIDE ANCHORS AND FASTENERS AS REQUIRED TO ANCHOR EACH COMPONENT SECURELY IN PLACE, ACCURATELY

LOCATED AND ALIGNED WITH OTHER PORTIONS OF THE WORK.

• MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT COMPONENTS AT HEIGHTS DIRECTED BY ARCHITECT.

• ALLOW FOR BUILDING MOVEMENT, INCLUDING THERMAL EXPANSION AND CONTRACTION.

• COORDINATE INSTALLATION OF ANCHORAGES. FURNISH SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLING ANCHORAGES, INCLUDING SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, AND ITEMS WITH INTEGRAL ANCHORS, THAT ARE TO BE EMBEDDED IN CONCRETE OR

MASONRY. DELIVER SUCH ITEMS TO PROJECT SITE IN TIME FOR INSTALLATION.

JOINTS: MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINT LOCATIONS IN EXPOSED WORK ARE NOT INDICATED, ARRANGE JOINTS FOR THE BEST VISUAL

EFFECT. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS.

HAZARDOUS MATERIALS: USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT ARE NOT CONSIDERED HAZARDOUS.

• NO ASBESTOS CONTAINING MATERIALS SHALL BE USED IN THE WORK.

GENERAL DEMOLITION NOTES:

REFER TO A05.1

CUTTING AND PATCHING NOTES:

REFER TO A05.1

LEVEL 00

79' - 3 5/8"

LEVEL 01

90' - 3 5/8"

LEVEL 02

102' - 2 5/8"

LEVEL 03

114' - 1 5/8"

EA.8F H L

EA.1

KJ

EBB

GF.9

GRADE

/4

/2

D06

LEVEL 00

79' - 3 5/8"

LEVEL 01

90' - 3 5/8"

LEVEL 02

102' - 2 5/8"

LEVEL 03

114' - 1 5/8"

9 10 11

E4.8

E5

D01

13' - 6"

"D01

LEVEL 00

79' - 3 5/8"

LEVEL 01

90' - 3 5/8"

LEVEL 02

102' - 2 5/8"

LEVEL 03

114' - 1 5/8"

E4.8

E5

D06

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:1

A

M

A05.2

DEMOLITION ELEVATIONS

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

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

B4

EAST DEMO ELEVATION

DEMOLITION SCHEDULE

CODE DESCRIPTION

D01 DEMOLISH EXISTING WALL/PARTITIONS (AS SHOWN) OR TO ACCOMMODATE NEW

WORK, REFER TO FLOOR PLANS

D02 DEMOLISH EXISTING DOOR(S)/FRAME(S)

D03 DEMOLISH EXISTING WALL MOUNTED ITEMS IN ROOM: HAND SANITIZERS, TOWEL

DSIPENSORS, GLOVE DISPENSORS, ETC.

D04 DEMOLISH EXISTING EQUIPMENT IN ROOM, COORDINATE WITH & SCHEDULE WITH

COR.

D05 DEMOLISH EXISTING PLUMBING, REFER TO PLUMBING DEMO DRAWINGS

D06 DEMOLISH EXISTING WINDOW, FRAME, OR LOUVER, REFER TO HAZARDOUS

MATERIALS REPORT

D07 DEMOLISH EXISTING COUNTER AND UPPER CABINETS

D09 DEMOLISH EXISTING MECHANICAL PIPING, REFER TO MECHANICAL DRAWINGS

D10 DEMOLISH EXISTING BOLLARDS, REFER TO SITE DEMO. DRAWINGS.

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

F6

NORTHEAST DEMO ELEVATION

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

F4

NORTHWEST DEMO ELEVATION

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

F9

SOUTHEAST DEMO ELEVATION

A20.1

B4

A20.1

B1

A20.1

E4

A20.1

E5

A 20.1

E

A 20.1

E

F1

A25.1

F1

A25.1

F5

A25.1

F5

A25.1

F1

A25.2

F1

A25.2

F8

A25.1

F8

A25.1

F1

A25.3

F1

A25.3

F5

A25.3

F5

A25.3

F8

A25.3

F8

A25.3

0.5

0.5

1.5

1.5

1.8 2.2 2.5 3 4 5 6 7 8

G.4'

E4.8

E5

ED

E3E2E1 EC.2EC

EB.3

EB.3EBEA.8

EA

A.5

A.5'

A

3'

B

A' A.2'

C.3

D.3

C.5

B' C' D' E' F'

F

F.7' G'

H

D

E

E.1

E4

G.3'

4.8'

C

G.5'

4.75'

4.75'

4.7' 4.7'

4.5'

4'

4'

4.3' 4.3'

L

EA.1

K

J

EBB

G

F.9

2'

A.6'

1'

2"

F1

A30.1

F9

A30.1

F7

A30.1

F5

A30.1

F7

A25.4

F7

A25.4

F1

A25.4

F1

A25.4

N

A35.1

F4

A35.1

F1

5'

A50.3

E4

W6

W6W6

W1

W6 W6

W6 W6

A35.1

F6

A35.1

F9

0"2' - 8"15' - 2"5 7/8"

18' - 3 3/4"

V .I

.F

G A

T E

V .I

.F

V.I.F.

55' - 2 3/8"

SECURITY FENCING. SEE

CIVIL DRAWINGS FOR

MORE INFORMATION.

MECHANICAL PADS, AND CIVIL CURBING

AND POSTS SHOWN GRAY FOR

REFERENCE. SEE CIVIL DRAWINGS FOR

MORE INFORMATION

BASE BID VERTICAL SCREEN

ENCLOSURE WITH 53% FREE

AREA AND 100% SIGHT CUT-OFF

WITH TOP COVER PLATE,

DEDUCT ALTERNATE NO. 2C

V .I .F

V .I .F

V.I.F

7' - 11 1/4"

V.I.F

47' - 3 1/8"

SECURITY FENCING. SEE

CIVIL DRAWINGS FOR

MORE INFORMATION.

TYPICAL DETAILING

SHOWN IS BASE

BID, REFER TO

DEDUCT

ALTERNATE NO. 1

BASE BID

DEDUCT

ALTERNATE

NO. 2A.

BASE BID

DEDUCT

ALTERNATE

NO. 2A.

K-B

STAIR

12J

DIALYSIS

STORAGE

12I

TEL/DATA

ROOM

12H

C104

CORRIDOR

MECHANICAL

ROOM

TREATMENT

TREATMENT

TREATMENT

BATH

SHOWER

12A

CHIEF

12B

BATH

SHOWER

12D

OFFICE

12E

STORAGE

12F

OFFICE

CHIEF

PHYSICAL

THERAPY

OFFICE

A-B

STAIR

B-ST-1

STAIR

SECRETARY

B-AEC-1

ELECTRICAL

CLOSET

STORAGE

ELECTRICAL

PROSTHETICS

OFFICE

CHIEF

PROSTHETICS

BIO MED

STORAGE

STORAGE

3A

PURPLE

HEART ETC

DAV TRANSPT

BARBAR

SHOP

2B

STORAGE

L01

LOBBY

E

ELECTRICAL

ELECTRIC

SWITCH GEAR

MECHANICAL

ELEVATOR

ELEVATOR

GENERAL NOTES:

INTERIOR PARTITION DIMENSIONS ARE

TO CENTERLINE OF METAL STUD FROM

COLUMN CENTER LINE UNLESS

OTHERWISE NOTED.

REFER TO A40 SERIES DRAWINGS FOR

PARTITION TYPE AND CONSTRUCTION

SYSTEMS DESCRIPTIONS.

PROVIDE/INSTALL MOLD/MOISTURE

RESISTANT GYPSUM WALL BOARD AT ALL

TOILET/SHOWER ROOM WALLS/CEILINGS.

PLACE DOOR HINGE AT 6" FROM CORNER

UNLESS NOTED OTHERWISE

ALL PARTITIONS (U.N.O.) EXTEND TO THE

UNDERSIDE OF THE EXISTING/ NEW

STRUCTURE ABOVE. SEAL PERIMETER OF

ALL NEW WALLS WITH CONTINUOUS

SEALANT FOR SMOKE AND SOUND

CONTROL.

SEE DRAWING A60 SERIES FOR DOOR

SCHEDULE.

SEE EXTERIOR ELEVATIONS ON DRAWING

A20.1, A55.1 FOR WINDOW TYPES.

SEE A72 SERIES FOR ENLARGED

EQUIPMENT PLANS.

PROVIDE CONTROL JOINTS IN GPDW

PARTITIONS AT A MAX SPACING OF 30'-0".

LOCATE AT EDGE OF DOOR FRAME UP TO

CEILING WHERE PRACTICAL. REVIEW

LOCATIONS WITH ARCHITECT.

SEE A71 SERIES FOR FLOOR MATERIALS

PLANS.

ALL INTERIOR PARTITIONS ARE TYPE 213

UNLESS OTHERWISE NOTED. FULL

HEIGHT PARTITIONS SHALL BE FRAMED

AROUND MECHANICAL DUCTWORK. IN

NON-RATED PARTITIONS, FILL GAPS

AROUND DUCTWORK WITH SOUND

ATTENUATING BATT (SAB) INSULATION.

IN FIRE-RATED PARTITIONS, SEAL GAPS

AROUND DUCTWORK WITH APPROVED

FIRESTOPPING SYSTEM.

ANY WALL, PARTITION OR SURFACE

DISTURBED AS PART OF DEMOLITION OR

NEW WORK SHALL BE PATCHED AND

FINISHED CONTINUOUSLY TO THE

NEAREST ADJACENT CORNER. MATCH

EXISTING ADJACENT CONSTRUCTION

FINISHES, CONTINUITY AND FIRE

RATINGS UNLESS NOTED OTHERWISE.

LEGEND:

ROOM NAME & NUMBER

FIRE EXTINGUISHER & CABINET

ONE HOUR RATED WALL CONSTRUCTION,

SEE PARTITION TYPES

TWO HOUR RATED WALL CONSTRUCTION,.

SEE PARTITION TYPES

SMOKE TIGHT, SMOKE BARRIER, OR

SMOKE PARTITION, REFER TO LS10.1 LIFE

SAFETY PLAN FOR TYPES/LOCATIONS.

ROOM

NAME

FEC

FIRE RESISTIVE CONSTUCTION NOTES:

FIRE SAFING MATERIALS ON STEEL

ELEMENTS MAY OR MAY NOT BE

SHOWN FOR DRAWING CLARITY, ALL

STEEL ITEMS SHALL BE SPRAYED

WITH FIRE SAFING AS NOTED BELOW:

ALL COLUMNS AND ASSOCIATED

CROSS BRACING TO BE SPRAYED AND

RATED FOR 2 HOURS. UTILIZE U.L.

DESIGN NO. X790.

ALL FLOOR BEAMS TO BE SPRAYED

AND RATED FOR 2 HOURS. UTILIZE

U.L. DESIGN NO. J708.

ALL ROOF STEEL BEAM SUPPORTS TO

BE SPRAYED AND RATED FOR 2

HOURS. UTILIZE U.L. DESIGN NO. P719.

ALL ROOF JOISTS TO BE SPRAYED AND

RATED FOR 1 1/2 HOURS. UTILIZE U.L.

DESIGN NO. P719.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:1

A

M

A10.0

GROUND FLOOR PLAN

02-22-19 MMO CMP

FINAL CONSTRUCTION

DOCUMENTS

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

F1

GROUND FLOOR PLAN

A20.1

B4

A20.1

E4

A20.1

E5

A 20.1

E

A 20.1

E

F1

A25.1

F5

A25.1

F1

A25.2

F1

A25.2

F8

A25.1

F1

A25.3

F5

A25.3

F8

A25.3

0.5

0.5

1.5

1.5

1.8 2.2 2.5 3 4 5 6 7 8

G.4'

9 10

E4.8

E5

E3E2 EC.2ECEB.3EBEA.8EA

A.5

A.5'

A

3'

B

A' A.2'

C.3

D.3

C.5

B' C' D' E' F'

F

F.7' G'

H

D

E

E.1

E4

G.3'

4.8'

C

G.5'

4.75'

4.75'

4.7' 4.7'

4.5'

4.5'

4'

4'

4.3' 4.3'

L

EA.1

K

J

EBB

G F.9

2'

A.6'

1'

F1

A30.1

C3

A30.1

F9

A30.1

F7

A30.1

F5

A30.1

F7

A25.4

F7

A25.4

F1

A25.4

F1

A25.4

B1

A25.4

B1

A25.4

N

A35.1

D1

A35.1

D4

5'

A35.1

D9MECHANICAL ROOM

STAFF LOCKER

FEMALE

TOILET

MALE

TOILET

FEMALE

STAFF LOCKER MALE

113A

OFFICE

115A

OFFICE

OFFICE

OFFICE

CONFERENCE ROOM

110 BREAK / KITCHEN

109A

STAFF

WASHROOM

CONSULT

WAITING

STAIR TOWER-2

DROP OFFICE

119C

PICK UP

119B

PU/DO

119A

OFFICE

ANESTHESIA

CONFERENCE ROOM

118A118

ANESTHESIA

OFFICE

NURSE MANAGER

OFFICE

STAFF LOUNGE AND

CONFERENCE

STAIR K

K-1

CORRIDOR

CORRIDOR

101B

WOMENS

REST

ROOM

MENS

REST

ROOM

COMP

AND

PENSION

COMP

AND

PEN

PSYCHOLOGIST

COMP

AND

PENSION

COMP

AND

PENSION

RECEPTION

160A

COMP

AND

PENSION

COMP

AND

PENSION

VISN

100D

CLINICAL MANAGER

100C

ELEVATOR LOBBY

L11

TYPICAL DETAILING

SHOWN IS BASE

BID, REFER TO

DEDUCT

ALTERNATE NO. 1

BASE BID

BASE BID

DEDUCT

ALTERNATE

NO. 2A.

A35.1

F6 DEDUCT

ALTERNATE

NO. 2A.

RPM CHECK /

PICK UP

STORAGE

MANAGER

OUPATIENT

PHARM

CLEANING

ROOM

CORRIDOR

101A

CORRIDOR

LEGEND:

ROOM NAME & NUMBER

FIRE EXTINGUISHER & CABINET

ONE HOUR RATED WALL CONSTRUCTION,

SEE PARTITION TYPES

TWO HOUR RATED WALL CONSTRUCTION,.

SEE PARTITION TYPES

SMOKE TIGHT, SMOKE BARRIER, OR

SMOKE PARTITION, REFER TO LS10.1 LIFE

SAFETY PLAN FOR TYPES/LOCATIONS.

ROOM

NAME

FEC

GENERAL NOTES:

INTERIOR PARTITION DIMENSIONS ARE

TO CENTERLINE OF METAL STUD FROM

COLUMN CENTER LINE UNLESS

OTHERWISE NOTED.

REFER TO A40 SERIES DRAWINGS FOR

PARTITION TYPE AND CONSTRUCTION

SYSTEMS DESCRIPTIONS.

PROVIDE/INSTALL MOLD/MOISTURE

RESISTANT GYPSUM WALL BOARD AT ALL

TOILET/SHOWER ROOM WALLS/CEILINGS.

PLACE DOOR HINGE AT 6" FROM CORNER

UNLESS NOTED OTHERWISE

ALL PARTITIONS (U.N.O.) EXTEND TO THE

UNDERSIDE OF THE EXISTING/ NEW

STRUCTURE ABOVE. SEAL PERIMETER OF

ALL NEW WALLS WITH CONTINUOUS

SEALANT FOR SMOKE AND SOUND

CONTROL.

SEE DRAWING A60 SERIES FOR DOOR

SCHEDULE.

SEE EXTERIOR ELEVATIONS ON DRAWING

A20.1, A55.1 FOR WINDOW TYPES.

SEE A72 SERIES FOR ENLARGED

EQUIPMENT PLANS.

PROVIDE CONTROL JOINTS IN GPDW

PARTITIONS AT A MAX SPACING OF 30'-0".

LOCATE AT EDGE OF DOOR FRAME UP TO

CEILING WHERE PRACTICAL. REVIEW

LOCATIONS WITH ARCHITECT.

SEE A71 SERIES FOR FLOOR MATERIALS

PLANS.

ALL INTERIOR PARTITIONS ARE TYPE 213

UNLESS OTHERWISE NOTED. FULL

HEIGHT PARTITIONS SHALL BE FRAMED

AROUND MECHANICAL DUCTWORK. IN

NON-RATED PARTITIONS, FILL GAPS

AROUND DUCTWORK WITH SOUND

ATTENUATING BATT (SAB) INSULATION.

IN FIRE-RATED PARTITIONS, SEAL GAPS

AROUND DUCTWORK WITH APPROVED

FIRESTOPPING SYSTEM.

ANY WALL, PARTITION OR SURFACE

DISTURBED AS PART OF DEMOLITION OR

NEW WORK SHALL BE PATCHED AND

FINISHED CONTINUOUSLY TO THE

NEAREST ADJACENT CORNER. MATCH

EXISTING ADJACENT CONSTRUCTION

FINISHES, CONTINUITY AND FIRE

RATINGS UNLESS NOTED OTHERWISE.

FIRE RESISTIVE CONSTUCTION NOTES:

FIRE SAFING MATERIALS ON STEEL

ELEMENTS MAY OR MAY NOT BE

SHOWN FOR DRAWING CLARITY, ALL

STEEL ITEMS SHALL BE SPRAYED

WITH FIRE SAFING AS NOTED BELOW:

ALL COLUMNS AND ASSOCIATED

CROSS BRACING TO BE SPRAYED AND

RATED FOR 2 HOURS. UTILIZE U.L.

DESIGN NO. X790.

ALL FLOOR BEAMS TO BE SPRAYED

AND RATED FOR 2 HOURS. UTILIZE

U.L. DESIGN NO. J708.

ALL ROOF STEEL BEAM SUPPORTS TO

BE SPRAYED AND RATED FOR 2

HOURS. UTILIZE U.L. DESIGN NO. P719.

ALL ROOF JOISTS TO BE SPRAYED AND

RATED FOR 1 1/2 HOURS. UTILIZE U.L.

DESIGN NO. P719.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:2

A

M

A10.1

FIRST FLOOR PLAN

02-22-19 JLJ MMO

FINAL CONSTRUCTION

DOCUMENTS

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

FIRST FLOOR PLAN

F1

ELEVATORS

LEGEND:

ROOM NAME & NUMBER

FIRE EXTINGUISHER & CABINET

ONE HOUR RATED WALL CONSTRUCTION,

SEE PARTITION TYPES

TWO HOUR RATED WALL CONSTRUCTION,.

SEE PARTITION TYPES

SMOKE TIGHT, SMOKE BARRIER, OR

SMOKE PARTITION, REFER TO LS10.1 LIFE

SAFETY PLAN FOR TYPES/LOCATIONS.

ROOM

NAME

FEC

A20.1

B4

A20.1

E4

A20.1

E5

A 20.1

E

A 20.1

E

F1

A25.1

F5

A25.1

F1

A25.2

F1

A25.2

F8

A25.1

F1

A25.3

F5

A25.3

F8

A25.3

0.5

0.5

1.5

1.5

1.8 2.2 2.5 3 4 5 6 7 8

G.4'

9 10

E4.8

E5

E3E2 EC.2EC

EB.3

EB.3EBEA.8EA

A.5

A.5'

A

B

A' A.2'

C.3

D.3

C.5

B' C' D' E' F'

F

F.7' G'

H

D

E

E.1

E4

G.3'

C

G.5'

L

EA.1

K

J

EBB

G

F.9

A.6'

1'

F1

A30.1

C3

A30.1

F9

A30.1

F7

A30.1

F5

A30.1

F7

A25.4

F7

A25.4

F1

A25.4

F1

A25.4

B1

A25.4

B1

A25.4

CLEAN AND STERILE

SUPPLY

EQUIPMENT STORAGE

MECHANICAL

CYSTOSCOPY

SEMI RESTRICTED

CORRIDOR

A-EL-3

FUTURE

CLEAN

EL.

A-EL-2

FUTURE

CLEAN

EL.

CLEAN

AND

STERILE

SUPPLY

CC STORAGE

255A

NURSE

MANAGER

OFFICE

SOILED UTILITY

IUSS

ANESTHESIA

WORKROOM

EQUIPMENT

STORAGE

WORK AREA

CONTROL STATION

ANGIOPLASTY

OR-1

OR-2

OR-3

HOUSE KEEPING

215G

SCRUB

210A

SCRUB

210B

OR ACCESS VESTIBULE

OR ACCESS VESTIBULE

OBSERVATION ROOM

PACU

NURSE STATION

215A

PATIENT

TOILETCORRIDOR

C223

STAIR-K

K-2

STAFF

TOILET/SHOWER

1ST STAGE

RECOVERY PRE-OP

HOLDING

PA

C U P

O

ST

O R

P

E S U R G E

Y

BE

D

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

PA

C U P

O

ST

E S U R G E

215F

PATIENT

TOILET

215E

PATIENT

LOCKERS

215D

VESTIBULE

215C

CLEAN

UTILITIES

MINOR

PROCEDURE

215B

SOILED

UTILITIES

229A

IT

CLOSET

OFFICE

2-DC-1A

CORRIDOR

LINEN

CHUTE

A-2

STAIR

WELL

ELECTRICAL

CLOSET

ELECTRICAL

CLOSET

232A

HOUSE

KEEPING

232D

ELEC

232C

ELEC

OR

STORAGE

233A

INTERVENTIONAL

PAIN

MANAGEMENT

CONSULT

ROOM

CORRIDOR

FEMALE

LOCKERS

202A

TOILET

201B

EMERGENCY

ELECTRICAL

ROOM

201C

ELECTRICAL

ROOM

CORRIDOR

BRONCHOSCOPY

L23

ELEVATOR

LOBBY

SEMI

RESTRICTED

CORRIDOR

L24

LINK

CORRIDOR

E205

EXAM-1

E206

EXAM-2

E207

MICROSCOPE

E208

EXAM-3 E204

CAST

ROOM

C22

CORRIDOR

L21

ELEVATOR

LOBBY

C21

CORRIDOR

L22

LOBBY

E-EL-2

ELEVATOR

E-EL-1

ELEVATOR

OR

RECEPTION

WAITING

ROOM

201A

OFFICE

A-EL-1

FUTURE

SOILED

ELEVATOR

3' - 8"

3' - 8"

ELEC.

CL.

21' - 11 5/8" 5' - 9" 24' - 0" 12' - 7" 9' - 3 3/4" 33' - 9 1/4" 21' - 5 3/8"

/8

/8

/4

E

Q P

A N

E L

S

/4

3' - 11 3/8" 11' - 0 5/8" 6' - 11 5/8"

9"

/4

3' - 8"31' - 8 1/4"

/4

18' - 9 7/8"

/8 " 15' - 1 7/8"

2" EXPANSION

JOINT REFER

TO F8/A82.1

2" EXPANSION

JOINT REFER

TO F8/A82.1

2" EXPANSION

JOINT REFER

TO F8/A82.1

.1

265.1

.2

.2

256.1

222.2

201.2 202A

202.1

2" EXPANSION

JOINT

F.E.C.

F.E.C.

REFER

TO

E9/A50.6

F.E.C. REFER

TO E9/A50.6

SEMI

RESTRICTED

CORRIDOR

2"

EXPANSION

JOINT

2" EXPANSION

JOINT

7/

8"

EXPANSION

JOINT

EXG

EXPANSION

JOINT

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

A50.4

F6

SKYLIGHT

ABOVE

N

A35.1

B1

A35.1

B4

2' - 5 3/8"

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

TYPICAL AT (5) LOCATIONS - APPLY

OPAQUE FILIM ON EXISTING GLAZING

BEFORE NEW SHAFTWALL

CONSTRUCTION BEGINS. CLEAN AND

PROTECT FILM BY PLACING PAINTED

5/8" A/B GRADE PLYWOOD SCREWED

TO WINDOW FRAMING. PLYWOOD TO

REMAIN IN PLACE.

NEW 2"

EXPANSION JOINT,

REFER TO F8/A82.1

2" EXPANSION

JOINT REFER

TO E8/A82.1

2" EXPANSION

JOINT REFER

TO F8/A82.1

2" EXPANSION

JOINT REFER

TO E8/A82.1

2" EXPANSION

JOINT REFER

TO E8/A82.1

2" EXPANSION

JOINT REFER

TO F8/A82.1

5'

/2

8' - 0"

9' - 5 3/8"

209.2 208.2 207.2 206.2 A82.1

F4

4' - 8"

A83 .1F5

A 83.1

F1

SEMI

RESTRICTED

CORRIDOR

A72.2

B8

M8800

M8800

208.3

-80 DEGREE

FREEZER

2" EXPANSION

JOINT REFER

TO E8/A82.1

FOR PHASE 5 TEMPORARY

ANESTHESIA WORKROOM

LAYOUT

GENERAL NOTES:

INTERIOR PARTITION DIMENSIONS ARE

TO CENTERLINE OF METAL STUD FROM

COLUMN CENTER LINE UNLESS

OTHERWISE NOTED.

REFER TO A40 SERIES DRAWINGS FOR

PARTITION TYPE AND CONSTRUCTION

SYSTEMS DESCRIPTIONS.

PROVIDE/INSTALL MOLD/MOISTURE

RESISTANT GYPSUM WALL BOARD AT ALL

TOILET/SHOWER ROOM WALLS/CEILINGS.

PLACE DOOR HINGE AT 6" FROM CORNER

UNLESS NOTED OTHERWISE

ALL PARTITIONS (U.N.O.) EXTEND TO THE

UNDERSIDE OF THE EXISTING/ NEW

STRUCTURE ABOVE. SEAL PERIMETER OF

ALL NEW WALLS WITH CONTINUOUS

SEALANT FOR SMOKE AND SOUND

CONTROL.

SEE DRAWING A60 SERIES FOR DOOR

SCHEDULE.

SEE EXTERIOR ELEVATIONS ON DRAWING

A20.1, A55.1 FOR WINDOW TYPES.

SEE A72 SERIES FOR ENLARGED

EQUIPMENT PLANS.

PROVIDE CONTROL JOINTS IN GPDW

PARTITIONS AT A MAX SPACING OF 30'-0".

LOCATE AT EDGE OF DOOR FRAME UP TO

CEILING WHERE PRACTICAL. REVIEW

LOCATIONS WITH ARCHITECT.

SEE A71 SERIES FOR FLOOR MATERIALS

PLANS.

ALL INTERIOR PARTITIONS ARE TYPE 213

UNLESS OTHERWISE NOTED. FULL

HEIGHT PARTITIONS SHALL BE FRAMED

AROUND MECHANICAL DUCTWORK. IN

NON-RATED PARTITIONS, FILL GAPS

AROUND DUCTWORK WITH SOUND

ATTENUATING BATT (SAB) INSULATION.

IN FIRE-RATED PARTITIONS, SEAL GAPS

AROUND DUCTWORK WITH APPROVED

FIRESTOPPING SYSTEM.

ANY WALL, PARTITION OR SURFACE

DISTURBED AS PART OF DEMOLITION OR

NEW WORK SHALL BE PATCHED AND

FINISHED CONTINUOUSLY TO THE

NEAREST ADJACENT CORNER. MATCH

EXISTING ADJACENT CONSTRUCTION

FINISHES, CONTINUITY AND FIRE

RATINGS UNLESS NOTED OTHERWISE.

FIRE RESISTIVE CONSTUCTION NOTES:

FIRE SAFING MATERIALS ON STEEL

ELEMENTS MAY OR MAY NOT BE

SHOWN FOR DRAWING CLARITY, ALL

STEEL ITEMS SHALL BE SPRAYED

WITH FIRE SAFING AS NOTED BELOW:

ALL COLUMNS AND ASSOCIATED

CROSS BRACING TO BE SPRAYED AND

RATED FOR 2 HOURS. UTILIZE U.L.

DESIGN NO. X790.

ALL FLOOR BEAMS TO BE SPRAYED

AND RATED FOR 2 HOURS. UTILIZE

U.L. DESIGN NO. J708.

ALL ROOF STEEL BEAM SUPPORTS TO

BE SPRAYED AND RATED FOR 2

HOURS. UTILIZE U.L. DESIGN NO. P719.

ALL ROOF JOISTS TO BE SPRAYED AND

RATED FOR 1 1/2 HOURS. UTILIZE U.L.

DESIGN NO. P719.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Auburn, ME

207.784.5100

Boston, MA

617.426.5050

Portland, ME

207.775.0053

Portsmouth, NH

603.626.1242 c HA PROJECT NUMBER: 13586

CONSTRUCT CLEAN CORE ADDITION TO

SURGICAL SUITE

PROVIDENCE, RHODE ISLAND

650-337

C U s e rs

\m m o u e \D o c u m e n ts

R e v it

L o c a ls \1

-a rc h -c e n tr a l_ m m o u e

.r v t

/2

/2

:1

:2

A

M

A10.2

SECOND FLOOR PLAN

02-22-19 JLJ MMO

FINAL CONSTRUCTION

DOCUMENTS

GENERAL NOTES:

REFER TO A10.0

B4

A20.1

E4

A20.1

E5

A 20.1

E

A 20.1

E

F1

A25.1

F5

A25.1

F1

A25.2

F1

A25.2

F8

A25.1

F1

A25.3

F5

A25.3

F8

A25.3

0.5

0.5

1.5

1.5

1.8 2.2 2.5 3 4 5 6 7 8

G.4'

9 10

E4.8

E5

E3E2 EC.2EC

EB.3

EB.3EBEA.8EA

A.5

A.5'

A

3'

B

A' A.2'

C.3

D.3

C.5

B' C' D' E' F'

F

F.7' G'

H

D

E

E.1

E4

G.3'

4.8'

C

G.5'

4.75'

4.75'

4.7' 4.7'

4.5'

4.5'

4'

4'

4.3'

L

EA.1

K

J

EBB

G

F.9

2'

A.6'

1'

VTR

SKYLIGHT -

REFER TO

DEDUCT

ALTERANTE 3A.

F1

A30.1

C3

A30.1

F9

A30.1

F7

A30.1

F5

A30.1

F7

A25.4

F7

A25.4

F1

A25.4

F1

A25.4

B1

A25.4

B1

A25.4

N

/8

5'

2" ROOF

EXPANSION

JOINT

2" ROOF

EXPANSION

JOINT

2" ROOF

EXPANSION

JOINT

PROVIDE "KNEE-WALL

FROM NEW ROOF