1 - 691-18-109WL B500 USP 800 - Full Dwg Set w Addendum.pdf

GROUND FLOOR

PHARMACY

B-500

P A

R K

I N

G

L

O T

FOURTH FLOOR

PHARMACY

NORTH LOBBY

ENTRANCE

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved: Project Director

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

B-500 IV CLEANROOM

COMPLIANCE

691-18-109WL

B-500

ADDENDUM 01

Rev. Date Description

1 06.25.2020 Addendum 01

JB / AKJC / CG / LW

/ FS

18801.07

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

May 18, 2020

West Los Angeles Medical Center

11301 Wilshire Boulevard, West Los Angeles, CA 90073

B-500 IV CLEANROOM COMPLIANCE WITH

USP 800

DEPARTMENT OF VETERANS AFFAIRS

MEDICAL CENTER

LOS ANGELES, CALIFORNIA

· VA STANDARDS FOR CONSTRUCTION INCLUDES BUT NOT LIMITED TO FOLLOWING:

·· PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

·· PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

·· PG-18-4 STANDARD DETAILS AND CAD STANDARDS

·· PG-18-5 EQUIPMENT GUIDE LIST

·· H-18-8 SEISMIC DESIGN HANDBOOK

·· PG-18-9 SPACE PLANNING CRITERIA, AND VA-SPACE & EQUIPMENT PLANNING

SYSTEM

·· PG-18-10 DESIGN MANUALS (BY DISCIPLINE)

·· PG-18-12 DESIGN GUIDES (GRAPHICAL, BY FUNCTION)

·· PG-18-14 ROOM FINISHES, DOOR, AND HARDWARE SCHEDULE

·· PG-18-15 MINIMUM REQUIREMENTS FOR A/E SUBMISSIONS

·· PG-18-17 ENVIRONMENTAL PLANNING GUIDANCE

· 2018 INTERNATIONAL BUILDING CODE (IBC)

· 2018 INTERNATIONAL MECHANICAL CODE (IMC)

· 2018 INTERNATIONAL PLUMBING CODE (IPC)

· 2018 INTERNATIONAL FIRE CODE (IFC)

· 2018 INTERNATIONAL ENERGY CONSERVATION CODE

· 2018 INTERNATIONAL EXISTING BUILDING CODE

· 2018 INTERNATIONAL GREEN CONSTRUCTION CODE (IGCC)

· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

· NATIONAL ELECTRIC CODE (NEC), AND ALL LOCAL AMENDMENTS THERE TO OR

OTHERWISE

· NATIONAL ELECTRICAL MANUFACTURER’S ASSOCIATION (NEMA)

· INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

· AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

· UNDERWRITERS LABORATORIES, INC. (UL)

· ALL LOCAL AGENCIES HAVING JURISDICTION

VA LOS ANGELES CAMPUS

GENERAL

GI001 TITLE SHEET

GI-002 ABBREVIATIONS, GENERAL NOTES & APPLICABLE STANDARDS

GI-003 PROJECT PHASING SEQUENCE

STRUCTURAL

S-001 GENERAL NOTES

S-111 PARTIAL GROUND INTERSTITIAL & WALKWAY FRAMING PLANS

S-131 PARTIAL PENTHOUSE LEVEL FRAMING PLANS

S-801 DETAILS

S-802 DETAILS

ARCHITECTURAL

AE-000 OVERALL GROUND FLOOR REFERENCE PLAN

AE-004 OVERALL 4TH FLOOR REFERENCE PLAN

AE-100 REFERENCE AS-BUILT GROUND FLOOR PLANS

AE-101 REFERENCE AS-BUILT GROUND FLOOR REFLECTED CEILING PLAN

AE-104 REFERENCE AS-BUILT 4TH FLOOR PLANS

AE-105 REFERENCE AS-BUILT ROOF PLAN

AD-200a GROUND FLOOR DEMOLITION FLOOR PLANS (PHASE 1) AD-200b GROUND FLOOR DEMOLITION FLOOR PLANS (PHASE 2) AD-200c GROUND FLOOR DEMOLITION FLOOR PLANS (PHASE 4)

AD-204 4TH FLOOR DEMOLITION FLOOR PLANS (PHASE 3)

AD-300a GROUND FLOOR CEILING DEMOLITION PLAN (PHASE 1) AD-300b GROUND FLOOR CEILING DEMOLITION PLAN (PHASE 2) AE-200a GROUND FLOOR RENOVATION FLOOR PLAN (PHASE 1) AE-200b GROUND FLOOR RENOVATION FLOOR PLAN (PHASE 2) AE-200c GROUND FLOOR RENOVATION FLOOR PLAN (PHASE 4)

AE-204 4TH FLOOR RENOVATION FLOOR PLAN (PHASE 3)

AE-205 ROOF RENOVATION PLAN

AE-300a GROUND FLOOR REFLECTED CEILING PLAN (PHASE 1) AE-300b GROUND FLOOR REFLECTED CEILING PLAN (PHASE 2)

AE-400 INTERIOR ELEVATIONS

AE-800 DOOR & INTERIOR FINISH SCHEDULES

AE-900 INTERIOR DETAILS

AE-901 INTERIOR DETAILS

AQ-200 GROUND FLOOR EQUIPMENT PLANS

AQ-400 4TH FLOOR EQUIPMENT PLAN

AQ-800 EQUIPMENT SCHEDULE

FIRE ALARM

FA-000 FIRE ALARM COVER SHEET

FA-001 FIRE ALARM GROUND FLOOR DEMO AND RENOVATION PLANS - PHASE 1

FA-002 FIRE ALARM GROUND FLOOR DEMO AND RENOVATION PLANS - PHASE 2

FA-003 FIRE ALARM GROUND FLOOR DEMO AND RENOVATION PLANS - PHASE 3

FA-004 GROUND FLOOR INTERSTITIAL FIRE ALARM RENOVATION PLAN

FA-005 GROUND FLOOR INTERSTITIAL FIRE ALARM OVER-ALL PLAN

FA-006 POINT TO POINT, BATTERY & VOLTAGE DROP CALCS GROUND FLOOR

FA-007 FOURTH FLOOR FIRE ALARM DEMOLITION PLAN

FA-008 FOURTH FLOOR FIRE ALARM RENOVATION PLAN

FA-009 FOURTH FLOOR FIRE ALARM OVER-ALL PLAN

FA-010 FOURTH FLOOR FIRE ALARM INTERSTITIAL PLAN

FA-011 POINT TO POINT TO POINT, BATTERY & VOLTAGE DROP CALCS 4TH FLOOR

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES

PD401 PLUMBING ENLARGED DEMOLITION PLANS - GROUND FLOOR WASTE, VENT, AND WATER

PD441 PLUMBING ENLARGED DEMOLITION PLANS - FOURTH FLOOR WASTE, VENT, AND WATER

PL171 PLUMBING PLANS - ROOF WASTE, VENT, AND WATER

PL401 PLUMBING ENLARGED PLANS - GROUND FLOOR WASTE, VENT, AND WATER

PL402 PLUMBING ENLARGED PLANS - GROUND FLOOR WASTE, VENT, AND WATER

PL441 PLUMBING ENLARGED PLANS - FOURTH FLOOR WASTE, VENT, AND WATER

P-501 PLUMBING DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONS

M-002 MECHANICAL GENERAL, SHOP DRAWING, AND PROJECT NOTES, AND MECHANICAL

STAGING PROCESS

M-003 MECHANICAL PRE-TAB PLAN - GROUND FLOOR

M-004 MECHANICAL PRE-TAB PLAN - FOURTH FLOOR

MD101 MECHANICAL DEMOLITION PLAN - GROUND FLOOR INTERSTITIAL

MD141 MECHANICAL DEMOLITION PLAN - FOURTH FLOOR INTERSTITIAL

MD171 MECHANICAL DEMOLITION PLAN - ROOF

MD401 MECHANICAL ENLARGED DEMOLITION PLANS - GROUND FLOOR AND INTERSTITIAL

MD441 MECHANICAL ENLARGED DEMOLITION PLANS - FOURTH FLOOR AND INTERSTITIAL

M-101 MECHANICAL ZONING PLANS - GROUND FLOOR

M-141 MECHANICAL ZONING PLAN - FOURTH FLOOR

MH101 MECHANICAL PLAN - GROUND FLOOR INTERSTITIAL

MH111 MECHANICAL PLAN - FIRST FLOOR INTERSTITIAL

MH121 MECHANICAL PLAN - SECOND FLOOR

MH141 MECHANICAL PLAN - FOURTH FLOOR INTERSTITIAL

MH171 MECHANICAL PLANS - ROOF

MH401 MECHANICAL ENLARGED PLANS - GROUND FLOOR AND INTERSTITIAL

MH402 MECHANICAL ENLARGED PLANS - GROUND FLOOR AND INTERSTITIAL

MH441 MECHANICAL ENLARGED PLANS - FOURTH FLOOR AND INTERSTITIAL

MP161 MECHANICAL PIPING PLAN - SIXTH FLOOR INTERSTITIAL

MP171 MECHANICAL PIPING PLAN - ROOF

MP401 MECHANICAL ENLARGED PIPING PLAN - GROUND FLOOR INTERSTITIAL

MP441 MECHANICAL ENLARGED PIPING PLAN - FOURTH FLOOR INTERSTITIAL

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

MI601 MECHANICAL CONTROLS AND DIAGRAMS

MI602 MECHANICAL CONTROLS AND DIAGRAMS

MI603 MECHANICAL CONTROLS AND DIAGRAMS

MI604 MECHANICAL CONTROLS AND DIAGRAMS

MI605 MECHANICAL CONTROLS

M-901 MECHANICAL PHOTOS

M-902 MECHANICAL PHOTOS

ELECTRICAL

E-0.1 GENERAL NOTES AND SYMBOLS

E-1.0 GROUND FLOOR LIGHTING PLAN

E-2.0 GROUND FLOOR POWER PLAN

E-3.0 FOURTH FLOOR LIGHTING PLAN

E-4.0 FOURTH FLOOR POWER PLAN

E-5.0 HVAC POWER PLAN

E-6.0 INTERSTITIAL POWER PLAN

E-7.0 ACCESS CONTROL PLAN

E-8.0 ROOF HVAC POWER PLAN

E-9.0 GROUND FLOOR SINGLE LINE DIAGRAM

E-10.0 FOURTH FLOOR, ROOF, AND PENTHOUSE SINGLE LINE DIAGRAM

E-11.0 SCHEDULES

E-12.0 ELECTRICAL DETAILS

VICINITY MAP

PHASING NOTES

1. PROVIDE A DETAILED AND COMPREHENSIVE PHASING PLAN FOR HOSPITAL'S APPROVAL. AS A MINIMUM, THE COMPREHENSIVE PHASING PLAN SHALL CONSIDERS THE FOLLOWING:

· PHASING PLAN FOR EACH DISCIPLINE.

· PROJECT SCHEDULE.

· INFECTION CONTROL REQUIREMENTS.

· HOSPITAL'S OPERATIONAL REQUIREMENTS.

· EQUIPMENT PROCUREMENT PERIODS.

2. REFER TO PHASING PLANS AND/OR OTHER TRADES PHASING REQUIREMENTS.

3. COORDINATE ALL REQUIRED SHUTDOWNS WITH THE FACILITY PRIOR TO COMMENCEMENT OF WORK. BUILDING SERVICES SHALL NOT BE INTERRUPTED UNLESS APPROVED BY THE FACILITY. ANY

REQUIRED SHUTDOWN SHALL BE COORDINATED WITH AND APPROVED BY THE FACILITY. PROVIDE MINIMUM 30 DAY NOTIFICATION, IN WRITING, IN ADVANCE OF SHUTDOWN.

4. COORDINATE PHASING OF ALL DEMOLITION AND INSTALLATION WITH ALL TRADES. REVIEW RENOVATION DRAWINGS TO VERIFY AND DETERMINE EXTENT OF, AND SCHEDULING FOR, ALL

DEMOLITION PRIOR TO PERFORMING ANY WORK.

5. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, EQUIPMENT, AND ALL OTHER EXISTING SYSTEMS PRIOR TO DEVELOPMENT OF PHASING

PLANS. MAKE NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SYSTEMS PRIOR TO THE COMMENCEMENT OF DEMOLITION.

6. MECHANICAL SYSTEMS SHALL BE REQUIRED TO BE TESTED AND BALANCED AT EACH STAGE.

· PHASE 1: GROUND FLOOR STERILE IV COMPOUNDING AND IV STORAGE ROOMS: MODIFY WALLS, CEILINGS, FINISHES, EQUIPMENT, POWER, LIGHTING, DATA, SECURITY, HVAC PIPING, PLUMBING, DUCTWORK, AND RELATED WORK AS REQUIRED PER THE CONTRACT DOCUMENTS TO CONVERT THE TRAINING LOCKER ROOM AREA AND TRAINING ADMIN AREA INTO A STERILE IV COMPOUNDING ROOM AND IV STORAGE ROOM. REFER TO PHASE 4 BELOW FOR ADDITIONAL WORK REQUIRED IN THIS AREA UNDER PHASE 4 FOR CONVERSION OF THE ROOM TO AN OFFICE.

· PHASE 2: GROUND FLOOR - PHARMACY: MODIFY GROUND FLOOR WALLS, CEILINGS, FINISHES, EQUIPMENT, POWER, LIGHTING, DATA, SECURITY, HVAC PIPING, PLUMBING, ROOFING, STRUCTURAL SUPPORTS, AND DUCTWORK, AND RELATED WORK, AND APPURTENANCES AS INDICATED IN THE CONTRACT DOCUMENTS TO CONVERT THE OFFICES AND STORAGE INTO A STERILE AND HAZARDOUS COMPOUNDING PHARMACY AND TO CONVERT THE STERILE IV COMPOUNDING ROOM INTO AN UNCLASSIFIED CONTAINMENT SEGREGATED COMPOUNDING AREA WITH A DEDICATED HAZARDOUS DRUG (BACILLUS CALMETTE-GUERIN, (BCG)) COMPOUNDING ASEPTIC CONTAINMENT ISOLATOR (ACI) HOOD ROOM.

· PHASE 3: FOURTH FLOOR - PHARMACY: MODIFY FOURTH FLOOR WALLS, CEILINGS, FINISHES, EQUIPMENT, POWER, LIGHTING, DATA, SECURITY, HVAC PIPING, PLUMBING, ROOFING, STRUCTURAL SUPPORT, DUCTWORK AND RELATED WORK, AND APPURTENANCES AS INDICATED IN THE CONTRACT DOCUMENTS TO CONVERT THE PATIENT ROOM, VESTIBULE, AND

HOUSEKEEPING CLOSET INTO A STERILE AND HAZARDOUS COMPOUNDING PHARMACY.

· PHASE 4: GROUND FLOOR OFFICE: MODIFY WALLS, CEILINGS, FINISHES, EQUIPMENT, POWER, LIGHTING, DATA, SECURITY, HVAC PIPING, PLUMBING, DUCTWORK, AND RELATED WORK AND APPURTENANCES AS REQUIRED PER THE CONTRACT DOCUMENTS TO CONVERT THE STERILE IV COMPOUNDING ROOM INTO AN OFFICE.

PROJECT DIRECTORY

OWNER: DEPARTMENT OF VETERANS AFFAIRS

LOS ANGELES MEDICAL CENTER

CONTACT: ROSS MANOUKIAN

11301 WILSHIRE BOULEVARD

WEST LOS ANGELES, CA 90073

OFFICE: (818) 891-7711 EXT. 38053

MECHANICAL SC ENGINEERS, INC.

ENGINEER

CONTACT: JEREMY CLIFTON, PE

17075 VIA DEL CAMPO,

SAN DIEGO, CA 92127

OFFICE: (858) 946-0333

ARCHITECT MA ARCHITECT

CONTACT: STEVE McCASLIN, AIA

20695 S WESTERN AVE., SUITE 204

TORRANCE, CA 90501

OFFICE: (650) 485-9012

STRUCTURAL GSSI STRUCTURAL ENGINEERS

ENGINEER

CONTACT: WILLIAM SCHELL, PE

5550 BALTIMORE DRIVE, SUITE 100

LA MESA, CA 91942

OFFICE: (619) 687-3810

ELECTRICAL TANNER ENGINEERING

ENGINEER

CONTACT: ROCKY TANNER, PE

5250 JACKSON DRIVE, SUITE 200

LA MESA, CA 91942

OFFICE: (619) 713-1400

SCOPE OF WORK

THE INTENT OF THE PROJECT IS TO RENOVATE EXISTING CLEAN ROOMS TO PROVIDE USP 800 COMPLIANCE CLEAN ROOM AT GROUND FLOOR AND FOURTH FLOOR PHARMACY AREAS OF BUILDING 500.

PROJECT SCOPE INCLUDES FOLLOWING :

· PROVIDE SEPARATE HAZARDOUS DRUGS AND INTRAVENOUS COMPOUNDING PREPARATION ROOMS ON GROUND FLOOR AND FOURTH FLOOR.

· PROVIDE BUFFER, ANTE, AND STORAGE ROOMS IN COMPLIANCE WITH THE USP 800.

SHEET INDEX

KEY PLAN

CODES AND STANDARDS

TRUE

NORTH

VA WEST LOS ANGELES

INFECTION CONTROL NOTES

1. OBTAIN REVIEW OF INFECTION CONTROL PLAN FOR PROJECT BEFORE WORK BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

3. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

5. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES PRIOR TO START OF WORK.

6. WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE

WORK SITE.

7. WET MOP OR HEPA VACUUM THE SPACE DAILY.

8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREAS AND REPLACE OR CLEAN

WHEN NO LONGER EFFECTIVE.

9. DIRECT CONSTRUCTION AND DEBRIS TRAFFIC AWAY FROM PATIENT CARE AND PHARMACY

AREAS.

10. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT AREA IS

THOROUGHLY CLEANED.

11. VACUUM WORK AREA WITH HEPA FILTERED EQUIPMENT.

12. WET MOP AREA WITH HOSPITAL APPROVED DISINFECTANT.

13. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING DIRT AND DEBRIS;

WET WIPE OR HEPA VACUUM BARRIERS PRIOR TO REMOVAL.

14. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

15. DURING DEMOLITION, DUST PRODUCING WORK OR WORK IN THE CEILING, DISPOSABLE

SHOE COVERS & COVERALLS MUST BE WORN & REMOVED IN THE ANTEROOM WHEN

LEAVING THE WORK AREA.

PROJECT

NORTH

GI001

TITLE SHEET

AB

A

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

AD

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADHESIVE

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BB

B

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

D

D

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FURN FURNITURE

FXTR FIXTURE

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L

L

LENGTH, LONG

M

M

METERS

(N)

N

NEW

P

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

S

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SAF

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UC

U

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

W/ WITH

W/O WITHOUT

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CCR CARD CONTROL READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE

F

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

OC

O

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OFCI

OFOI

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINIATE

P

PRIVATE TELEPHONE EXCHANGE

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

VAC

V

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

ABBREVIATIONS SYMBOLS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

OH OPPOSITE HAND

HSS HOLLOW STRUCTURAL STEEL

SA SUPPLY AIR

SYMBOLS LEGENDS

SHEET

X

NORTH IDENTIFIER

ELEVATION

IDENTIFIER

KEY NOTE TAG

GRID LINES

CALL-OUT

IDENTIFIER

? PHOTOGRAPH

LOCATIONS

+? CEILING TAG

? WALL TYPE TAG

Sheet # Ref # On Sheet

V/V VA PROVIDED / VA INSTALLED

GENERAL NOTES CONTINUED:

11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR

EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS

BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IT IS NOT INTENDED

THAT THE CONTRACT DOCUMENTS INCLUDE EACH & EVERY SUB-SYSTEM AND/OR SUB-

COMPONENT NECESSARY TO FULLY AND PROPERLY COMPLETE THE WORK. SUB-

SYSTEMS, SUB-COMPONENTS OR DETAILS REQUIRED OR NORMALLY INCLUDED AS TRADE

PRACTICE MAY NOT BE SPECIFICALLY MENTIONED NOR SHOWN.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

12. RFI'S (REQUEST FOR INFORMATION) SHALL BE DEFINED AND LIMITED TO A REQUEST FROM

THE CONTRACTOR SEEKING INTERPRETATION OR CLARIFICATION OF THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS. RFI REQUESTS SHALL BE SUBMITTED VIA E-MAIL IN A

TIMELY MANNER, WELL IN ADVANCE OF RELATED WORK, AND ALLOW SUFFICIENT TIME

FOR THE RESOLUTION OF ISSUES RELATING TO THE REQUEST FOR INTERPRETATION OR

CLARIFICATION. RFI REQUESTS SUBMITTED AFTER 3PM OF A BUSINESS DAY WILL NOT BE

CONSIDERED RECEIVED TILL THE FOLLOWING BUSINESS DAY. RFI REQUESTS SHALL BE

NUMBERED IN A SEQUENTIAL MANNER AND CONTAIN A DETAILED DESCRIPTION OF THE

AREAS OF WORK REQUIRING INTERPRETATION OR CLARIFICATION. INCLUDE DRAWING

AND SPECIFICATION REFERENCES, SKETCHES, TECHNICAL DATA, BROCHURES, OR OTHER

SUPPORTING DATA AS DEEMED NECESSARY BY THE ARCHITECT, FOR THE ARCHITECT TO

PROVIDE THE INTERPRETATIONS AND CLARIFICATIONS REQUESTED. THE CONTRACTOR

SHALL INCLUDE A "PROPOSED SOLUTION" TO THE ISSUE REQUIRING INTERPRETATION OR

CLARIFICATION. RFI REQUESTS SHALL NOT CONTAIN SUBMITTALS, SUBSTITUTIONS

REQUESTS, ETC. CONTRACTOR'S REQUESTS FOR INFORMATION MAY BE REJECTED,

WHERE SUCH INFORMATION WAS AVAILABLE TO THE CONTRACTOR FROM A CAREFUL

STUDY AND COMPARISON OF THE CONTRACT DOCUMENTS, FIELD CONDITIONS,

MANUFACTURER’S PRODUCT DATA, OTHER OWNER-PROVIDED INFORMATION,

CONTRACTOR-PREPARED COORDINATION DRAWINGS, OR PRIOR PROJECT

CORRESPONDENCE AND/OR DOCUMENTATION.

13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRODUCTION ALL

CONSTRUCTION DOCUMENTS BY THE TRADES NEEDED TO COMPLY w/ THE DESIGN INTENT

EXPRESSED WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHOULD INCLUDE

LAYOUT, CONSTRUCTION DETAILS, FABRICATION & ERECTION DRAWINGS, SETTING

DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND

ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. THE ARCHITECT'S REVIEW

OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR

SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR

SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE

ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE

HIM (GENERAL CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE

SHOP DRAWINGS.

14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL

CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR

SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND

EQUIPMENT HAVING LONG LEAD TIMES.

15. THE ARCHITECT / ENGINEERS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT

BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON

PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE

WORK OF THAT PARTY.

CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT

MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT TOGETHER.

17. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE WORK OR TO

MAKE ITS SEVERAL PARTS FIT TOGETHER. THE GENERAL CONTRACTOR IS RESPONSIBLE

TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND

SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

18. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A

CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE

CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO

COORDINATE WITH ALL "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY

OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER,

TENANT OR BOTH.

19. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE

ARCHITECT AS DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT DOCUMENTS

WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR

NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS

OF CORRECTING SUCH REJECTED WORK, NOT TO BE REIMBURSED, INCLUDING

COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICES MADE NECESSARY

THEREBY.

20. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-

BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON

COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD

DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS,

AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE

CONTRACT DOCUMENTS. **NO EXCEPTION ALLOWED**

21. FINAL COMPLETION CONSTRUCTION PHOTOS: THE CONTRACTOR WILL ENGAGE A

PROFESSIONAL PHOTOGRAPHER TO DOCUMENT THE COMPLETED WORK AFTER INITIAL

PUNCH WALK BY THE ARCHITECT. SUBMIT DIGITAL FILES TO ARCHITECT AS PART OF THE

PROJECT RECORD DOCUMENTS WITH LICENSE FOR USE OF IMAGES BY TEAM ASSOCIATED

WITH THE PROJECT.

GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED BY THE

"INDEX OF DRAWINGS".

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE - SEE

"INDEX OF DRAWINGS".

3. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND STANDARDS LISTED HERE ARE

INCORPORATED BY REFERENCE INTO THE REQUIREMENTS OF THIS CONTRACT AND

ESTABLISH MINIMUM REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

THIS PROJECT AND ALL PARTS OF THE WORK ASSOCIATED WITH THE PROJECT -

INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH ALL

APPLICABLE GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS OF ALL

FEDERAL, STATE, DISTRICT, TERRITORIAL, AND LOCAL GOVERNMENT AUTHORITIES HAVING

JURISDICTION OVER THE DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT. NO PART OF THE CONTRACT

DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO AN

APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE, OR LAW.

NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT

WORK CONTRARY TO AN APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE,

OR LAW.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE

WITH THE MANUFACTURER'S SPECIFICATIONS.

5. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMMODATE THE OPERATION OF THE

HOSPITAL / CLINIC / FACILITY.

6. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH,

WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE

SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE "INDEX

OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURE

INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH

OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND

QUANTITY OF WORK INDICATED. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

7. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS ILLUSTRATE THE DESIGN INTENT. THE ARCHITECTURAL DRAWINGS ESTABLISH

AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF MANY, BUT NOT ALL,

EXPOSED ELEMENTS OF THE WORK. THE STRUCTURAL, MECHANICAL, ELECTRICAL,

PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO

ARCHITECTURAL WORKING DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY

ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER

DISCIPLINE OR MANUFACTURER INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE

IN THEMSELVES, OR WITH EACH OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE

COMBINATION OF QUALITY AND QUANTITY OF WORK INDICATED. ANY DISCREPANCY

BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE ARCHITECT FOR CLARIFICATION.

8. THE DRAWINGS ARE INTENDED TO GRAPHICALLY ILLUSTRATE THE OVERALL NATURE OF

THE WORK; THE CONFIGURATION, ARRANGEMENT, AND LOCATION OF THE WORK AND ITS

PARTS; AND THE PHYSICAL DIMENSIONS OF THE WORK - THE DRAWINGS TAKE

PRECEDENCE OVER THE SPECIFICATIONS WITH RESPECT TO INFORMATION OF THIS

NATURE.

9. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE

WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS

OF THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL

PARTS OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS

WITH RESPECT TO INFORMATION OF THIS NATURE.

10. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

• ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT OR

ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE

MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR

ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY.

• THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN"

MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

• THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY

GOVERNMENT’S REPRESENTATIVE. HOWEVER, THE CONTRACTOR IS RESPONSIBLE

(AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME

FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF

DESIGN" SHOWN BY THE CONTRACT DOCUMENTS.

APPLICABLE STANDARDS: (PER VA PG 18-3 TOPIC 1)

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES

BELOW)

• NFPA 101 LIFE SAFETY CODE

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE

DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF

THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS, STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY AGENCIES, SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT AT THE

DATE OF PROJECT SUBMISSION (U.N.O.)

EXIT NOTES AND FIRE DEPARTMENT REQUIREMENTS CONTINUED

6. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN

EGRESS DIRECTION.

7. ALL EXIT DOORS SHALL BE POSITIVE LATCHING.

8. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30” AND 44” ABOVE THE

FLOOR. SEE PLAN AND SCHEDULES FOR SPECIFIC MOUNTING HEIGHTS.

9. PROVIDE PANIC HARDWARE ON EXIT DOORS SERVING ROOMS, CORRIDORS, OR STAIRWAYS HANDLING OCCUPANT LOADS OR 50 OR MORE, FROM ANY GROUP A, E, OR I OCCUPANCY, OR WHEN REQUIRED BY LOCAL FIRE CODE AND AS NOTED ON THE PLANS. ALL PANIC HARDWARE SHALL BE APPROVED AND

LISTED BY THE STATE FIRE MARSHALL.

10. DOOR HARDWARE SHALL NOT PROJECT INTO DOOR CLEAR WIDTH MORE THAN 3 1/2".

11. DOOR OPENING FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 LBS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-LB. FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-LB. FORCE. THE DOOR SHALL SWING TO A FULL- OPEN POSITION WHEN SUBJECT TO A 15-LB. FORCE. APPLIED FORCE SHALL BE MEASURED AT THE

LATCH SIDE OF THE DOOR.

12. POWER-OPERATED DOORS, SUCH AS DOORS WITH A PHOTO-ELECTRIC-ACTUATED MECHANISM TO OPEN

THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL

OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. MANUAL OPENING FORCES AS NOTED ABOVE SHALL APPLY TO THESE DOORS. FULL-POWER-OPERATED DOORS SHALL COMPLY WITH BHMA A156.10. POWER-ASSISTED AND

LOW-ENERGY DOORS SHALL COMPLY WITH BHMA A156.19.

13. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3’-0” IN WIDTH AND NOT LESS THAN 6’-8” IN

HEIGHT.

14. WHEN REQUIRED EXIT DOORS AND GATES ARE REQUIRED TO BE ACCESSIBLE FOR THE DISABLED, tHEY MUST SWING IN DIRECTION OF EXIT TRAVEL OVER A 5'-0" X 5'-0" LANDING NOT MORE THAN 1/2" BELOW

THRESHOLD.

15. EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN

32”, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP.

16. THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST

WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS

CONDITION.

17. ALL FIRE-RATED DOOR ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE

TOP.

18. MANUFACTURERS’ INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR ALL RATED

OPENING ASSEMBLIES.

19. EXIT SIGNS SHALL HAVE MINIMUM 6” HIGH LETTERS ON CONTRASTING BACKGROUND LOCATED AT AND

LEADING TO ALL EXITS.

20. OVERHEAD EMERGENCY EXIT WAY LIGHTING SHALL BE PROVIDED GIVING A VALUE OF ONE (1)

FOOTCANDLE AT FLOOR LEVEL AND POWERED BY THE BUILDING’S ELECTRICAL SYSTEM AND AN

EMERGENCY GENERATOR OR STORAGE BATTERY BACK-UP SYSTEM WHERE THE OCCUPANT LOAD

EXCEEDS 500 FOR A2 AND 2.1 OCCUPANCY. CONFORM TO ALL OTHER BUILDING, FIRE, AND eLECTRICAL

CODE REQUIREMENTS FOR EMERGENCY EXIT LIGHTING.

21. AISLES SHALL BE MINIMUM 44” WIDE LEADING TO EXITS WITHIN EACH TENANT SPACE.

22. A CLEAR AREA, 3 FEET IN FRONT OF ALL ELECTRICAL PANELS SHALL BE MAINTAINED.

23. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAMEPROOF IN AN APPROVED MANNER

INCLUDING, BUT NOT LIMITED TO, CURTAINS, DRAPES, SHADES, HANGINGS, ETC.

24. TELEVISION ANTENNA CROSS ARMS OR OTHER ROOF OBSTRUCTIONS SHALL BE LOCATED SEVEN (7)

FEET MINIMUM ABOVE THE ROOF, IF ROOF SLOPE IS LESS THAN 30 DEGREES.

25. ROOF OBSTRUCTIONS SUCH AS RAZOR WIRE, SOLAR PANELS, GUY WIRES, ETC. SHALL NOT PREVENT

FIRE DEPT. ACCESS OR EGRESS.

26. MAXIMUM FLAME SPREAD CLASS RATING FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS, IN ‘A’ AND ‘B’ OCCUPANCIES, IN FULLY FIRE SPRINKLERED BUILDINGS, SHALL BE CLASS B. CLASS A FLAME SPREAD INDEX = 0-25 AND CLASS B FSI = 26-75. CLASS A AND B MAXIMUM SMOKE DENSITY SHALL BE 0-450. FOR.

SEE TBL.803.9 FOR OTHER OCCUPANCIES AND EXCEPTIONS.

27. EXISTING FIRE ALARM SYSTEM FOR THE BUILDING SHALL REMAIN FULLY OPERATIONAL DURING DEMOLITION AND CONSTRUCTION PROCEDURES. SEE FIRE ALARM PLANS FOR COMPLETE INFORMATION.

COORDINATE ALL MODIFICATIONS, TEMPORARY SHUTDOWNS OR TESTING WITH THE VA AND LOCAL FIRE

MARSHALL OR FIRE PREVENTION AUTHORITY.

28. EXISTING FIRE SPRINKLER AND WET STANDPIPE SYSTEMS FOR THE BUILDING SHALL REMAIN FULLY OPERATIONAL DURING DEMOLITION AND CONSTRUCTION PROCEDURES. SEE FIRE PROTECTION PLANS

FOR COMPLETE INFORMATION. COORDINATE ALL MODIFICATIONS, TEMPORARY SHUTDOWNS, OR

TESTING WITH THE VA AND LOCAL FIRE MARSHALL OR FIRE PREVENTION AUTHORITY.

29. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A-10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PARTS OF THE BUILDING ON EACH FLOOR. PROVIDE 10BC FOR ELECTRICAL

ROOMS, MECHANICAL ROOMS, TRASH ROOMS, AND ELEVATOR MACHINE ROOMS.

30. FIRE DAMPERS OR DOORS SHALL BE PROVIDED AS REQUIRED WHERE DUCTS PENETRATE FIRE-RATED

WALLS OR CEILINGS AND SHALL BE INSTALLED PER IFC SEC. 713 AND NFPA 101.

31. FIRE DAMPERS SHALL BE APPROVED AND LISTED BY THE STATE FIRE MARSHALL. INSTALL STRICTLY IN ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS. LISTING APPROVAL INSTRUCTIONS

SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES.

32. ACCESS IS REQUIRED WHEN ONE-HOUR FIRE-RATED ASSEMBLIES ENCLOSE MECHANICAL DEVICES AND

MUST BE APPROVED BY THE FIRE DEPARTMENT.

33. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES, HOT GASES, AND SMOKE WHEN SUBJECTED tO THE REQUIREMENTS OF ASTM-E-814 AND IN COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS.

34. PLUMBING, MECHANICAL, AND ELECTRICAL PENETRATIONS, INCLUDING CONDUITS AND PIPING, THROUGH FIRE-RATED WALL, FLOOR, AND CEILING ASSEMBLIES SHALL BE TIGHTLY AND SOLIDLY SEALED WITH FIRESTOPPING COMPLYING WITH IFC SEC. 707 AND 708. WHEN AN ITEM PENETRATES a FIRE BARRIER WALL, THE SECTION PASSING THROUGH THE WALL SURFACE AND THE FIXTURE CONNECTIONS

THERETO SHALL BE ONLY OF METAL. SEE FIRE PROTECTION DETAILS IN THE PLANS.

35. DUCT INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, FACING MATERIALS, TAPES, AND

ADHESIVES AS NORMALLY APPLIED PER MANUFACTURER’S INSTRUCTIONS.

36. DRAFTSTOPPING ENCLOSING FLOOR/CEILING SPACES AND ATTIC SPACES NOT TO EXCEED 1000 SQ. FT.

SHALL BE PROVIDED WITHIN CONCEALED FLOOR-CEILING ASSEMBLIES THAT ARE FORMED OF

COMBUSTIBLE MATERIALS.

37. DRAFTSTOPPING ENCLOSING AREAS NOT TO EXCEED 3000 SQ. FT. SHALL BE PROVIDED WITHIN ATTICS, MANSARD OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE MATERIALS.

38. SUBMIT TO THE FIRE DEPARTMENT FOR APPROVAL A HAZARDOUS MATERIALS MANAGEMENT PLAN AND

A HAZARDOUS MATERIALS (MSDS) INVENTORY STATEMENT AS OUTLINED IN 2009 IFC.

39. SUBMIT TO THE FIRE DEPARTMENT FOR APPROVAL AN EMERGENCY EVACUATION PLAN. THE PLAN SHALL

BE CONSPICUOUSLY POSTED AND ALL EMPLOYEES SHALL BE TRAINED IN SUCH PROCEDURES.

40. "ELECTRICAL ROOM" SIGN SHALL BE POSTED ON THE OUTSIDE OF ELECTRICAL ROOM DOOR.

41. “FIRE RISER ROOM" SIGN SHALL BE POSTED ON THE OUTSIDE OF THE FIRE RISER ROOM DOOR.

42. “FIRE ALARM CONTROL PANEL" SIGN SHALL BE POSTED ON THE OUTSIDE OF THE FIRE ALARM CONTROL

PANEL DOOR.

43. “ROOF ACCESS" SIGN SHALL BE POSTED ON THE ROOF ACCESS DOOR.

44. A DURABLE SIGN STATING " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SHALL BE PLACED ON OR ADJACENT TO THE FRONT EXIT DOORS OF THE DEPARTMENT. THE SIGN SHALL BE IN

LETTERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND.

EXIT NOTES AND FIRE DEPARTMENT REQUIREMENTS

CONTRACTOR SHALL COMPLY WITH APPROVED CONSTRUCTION SAFETY PLAN SUBMITTED TO VA

AND/OR FIRE PREVENTION AUTHORITY, INCLUDING, BUT NOT LIMITED TO, PROVISIONS FOR

TEMPORARY EXITS, EXITWAYS, EGRESS MARKINGS AND SIGNAGE, CONSTRUCTION BARRIERS,

AND FIRE PROTECTION DEVICES.

1. REFER TO CONSTRUCTION BARRIER AND EXIT PLAN FOR EXIT REQUIREMENTS DURING CONSTRUCTION.

2. DO NOT BLOCK EXITS AT ANY TIME.

3. THE CONTRACTOR SHALL PROVIDE PROPER PROTECTION DURING WELDING. FURTHER PROTECTION SHALL BE PROVIDED TO ANY OCCUPANTS AND THE PUBLIC WITH PORTABLE, SOLID, VISION BARRICADES AROUND LOCATION WHERE WELDING IS PERFORMED. PROVIDE SIGNS WARNING AGAINST LOOKING AT

WELDING WITHOUT PROPER EYE PROTECTION OR EQUIVALENT.

4. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIONS DURING CONSTRUCTION AND DEMOLITION COMPLYING WITH APPLICABLE SECTIONS OF IBC CHAP. 33, IFC CHAP. 14, AND NFPA CHAPS. 10 &16 FOR

SAFEGUARDS DURING CONSTRUCTION DEMOLITION.

5. EVERY EXIT DOOR SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. PROVIDE PANIC

HARDWARE WHEN REQUIRED BY THE BUILDING AND FIRE CODES AND AS NOTED ON THE PLANS.

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved: Project Director

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

B-500 IV CLEANROOM

COMPLIANCE

MA Arch

GI-002

ABBREVIATIONS, GENERAL NOTES &

APPLICABLE STANDARDS

691-18-109WL

SMc

West Los Angeles Medical Center 11301 Wilshire Boulevard, West Los Angeles, CA 90073

June 12, 2020

B-500

ADDENDUM 01

FULLY SPRINKLERED

PROJECT GENERAL NOTES

FIRE AND LIFE SAFETY CONTINUEDABBREVIATIONS APPLICABLE STANDARDSPROJECT GENERAL NOTES CONTINUED

FIRE AND LIFE SAFETY

Rev. Date Description

1 06.25.2020 Addendum 01

06/30/2020

Exp. 12.31.2021

AE-200a

AE-200b

M

IN

C

L R

PHASE 2 NOTE:

COORDINATE WITH

THE VA CONTRACTING

OFFICER

REPRESENTATIVE.

PROVIDE A

TEMPORARY ACCESS

DOOR ASSEMBLY WITH

PUSHBUTTON

COMBINATION LOCK

FROM THE HALLWAY/

EAST WALL. THE

CONTRACTOR SHALL

DOCUMENT THE

EXISTING CONDITIONS

WITH PLANS AND

PHOTOGRAPHS FOR

RECONSTRUCTION

AND PATCHING OF THE

WALL TO MATCH WITH

THE EXISTING

CONDITIONS.

AE-200c

NORTH

PHASING LEGEND:

AREA OF WORK

PRE-MAUFACTURED MODULAR DEMOUNTABLE PARTITIONS

CONSTRUCTION BARRICADES TO THE UNDERSIDE OF THE

EXISTING CEILING ASSEMBLY. (BASIS OF DESIGN INTENT:

MCCAIN WALL); CONTRACTOR TO COORDINATE WITH VA

CONTRACTING OFFICER REPRESENTATIVE FOR ACCESS TO

THE SPACE.

80 SF

(E) Storage

72 SF

(E) Storage

AE-204

AQ-400

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved: Project Director

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

B-500 IV CLEANROOM

COMPLIANCE

MA Arch

GI-003

PROJECT PHASING SEQUENCE

691-18-109WL

SMc

West Los Angeles Medical Center 11301 Wilshire Boulevard, West Los Angeles, CA 90073

June 12, 2020

B-500

ADDENDUM 01

FULLY SPRINKLERED

1/8" = 1'-0"

Ground Floor Plan (Phase 1) 1/8" = 1'-0"

Ground Floor Plan (Phase 2)

1/8" = 1'-0"

Ground Floor Plan (Phase 4)

KEY PLAN

1/8" = 1'-0"

4th Floor Plan (Phase 3)

1/8" = 1'-0"

4th Floor Plan (Phase 5 - Future)

NOTE:

PHASE 5 INCLUDES REMOVAL OF

EQUIPMENT U3506 FOR INSTALLATION OF

EQUIPMENT IV002

Rev. Date Description

1 06.25.2020 Addendum 01

J J

H H

9 9.1

9.1

9.2

9.2

160 SF

(E) Women's Toilet 0200A

225 SF

(E) Men's Toilet 0201A

1508 SF

(E) Pharmacy

120 SF

(E) Office 0205J

151 SF

(E) Pre-Pack 0205H

219 SF

(E) Chief Office 0205A

222 SF

(E) Safe

0205B 166 SF

(E) Office 0205C

338 SF

(E) Receiving 0204A

207 SF

(E) Work BCMA Room

0205G

329 SF

(E) Training

94 SF

(E) Storage 0205E

204 SF

(E) Office 0205D

78 SF

(E) Ante Room

0205D1

201 SF

(E) Buffer Zone

0205K

X.A X.A

X.B X.B

X.C X.C

X.D X.D

J.2 J.2

X.E X.E

J.3 J.3

J.4X.F X.F

X.1

X.1

X.3

X.3

X.4

X.4

X.5

X.5

175 SF

Stair

PARTITION LEGEND:

NOTE:

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW ACOUSTICAL PARTITION (4" STUD U.N.O.)

NEW NON-RATED (4" STUD U.N.O.)

(E) 1-HOUR RATED BARRIER

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED BARRIER

(E) SMOKE RATED PARTITION

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved: Project Director

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

B-500 IV CLEANROOM

COMPLIANCE

MA Arch

AD-200a

GROUND FLOOR DEMOLITION FLOOR

PLANS (PHASE 1)

691-18-109WL

SMc

West Los Angeles Medical Center 11301 Wilshire Boulevard, West Los Angeles, CA 90073

June 12, 2020

B-500

ADDENDUM 01

FULLY SPRINKLERED

Key Notes

104 GENERAL NOTE: REMOVE EXISITNG FLOORING & PREP SUBSTRATE AS NEEDED

TO RECEIVE NEW FLOORING.

105 REMOVE & DISPOSE OF EXISTING LOCKERS.

106 EXISTING REFRIGERATOR TO BE REMOVED (VERIFY w/ VA DISPOSAL

REQUIREMENTS).

107 REMOVE EXISTING ELECTRICAL FIXTURE(S) / DEVICE(S) AS INDICATED (REFER

TO ELECTRICAL).

118 REMOVE EXISTING PORTION OF PARTITION ASSEMBLY FOR PLACEMENT OF

NEW OPENING.

125 EXISTING DOOR ASSEMBLY TO BE REMOVED & REINSTALLED w/ SWING

REVERSED (REFER TO ASSOCIATED RENOVATION PLAN).

126 REMOVE EXISTING STAFF LOCKERS & RETURN TO VA FOR RELOCATION.

134 REMOVE EXISTING SURFACE MOUNTED CORNER GUARDS.

1/4" = 1'-0"

Ground Floor Plan (Phase 1 Demolition)

KEY PLAN

NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND ABATEMENT OF THE ASBESTOS

AND LEAD IDENTIFIED IN THE KEYNOTES AND ASBESTOS SURVEY REPORT.

Rev. Date Description

1 06.25.2020 Addendum 01

PARTITION LEGEND:

NOTE:

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW ACOUSTICAL PARTITION (4" STUD U.N.O.)

NEW NON-RATED (4" STUD U.N.O.)

(E) 1-HOUR RATED BARRIER

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED BARRIER

(E) SMOKE RATED PARTITION

102102

109 101

J J

H H

9 9.1

9.1

9.2

9.2

X.A X.A

X.B X.B

X.C X.C

X.D X.D

J.2 J.2

X.E X.E

J.3 J.3

J.4X.F X.F

X.1

X.1

X.3

X.3

X.4

X.4

X.5

X.5

P O

R T

IO

N

T O

R E

M A

IN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved: Project Director

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

B-500 IV CLEANROOM

COMPLIANCE

MA Arch

AD-200b

GROUND FLOOR DEMOLITION FLOOR

PLANS (PHASE 2)

691-18-109WL

SMc

West Los Angeles Medical Center 11301 Wilshire Boulevard, West Los Angeles, CA 90073

June 12, 2020

B-500

ADDENDUM 01

FULLY SPRINKLERED

Key Notes

101 REMOVE PARTITIONS & ALL ASSOCIATED UTILITIES AS INDICATED.

102 REMOVE EXISTING PLUMBING FIXTURES AS NOTED AND CAP UTILITES AS

NEEDED (REFER TO PLUMBING).

104 GENERAL NOTE: REMOVE EXISITNG FLOORING & PREP SUBSTRATE AS

NEEDED TO RECEIVE NEW FLOORING.

106 EXISTING REFRIGERATOR TO BE REMOVED (VERIFY w/ VA DISPOSAL

REQUIREMENTS).

107 REMOVE EXISTING ELECTRICAL FIXTURE(S) / DEVICE(S) AS INDICATED

(REFER TO ELECTRICAL).

108 REMOVE & RELOCATE EXISTING TELEPHONE BOX.

109 REMOVE EXISTING AUTOMATIC DOOR ASSEMBLY.

110 REMOVE EXISTING CASEWORK.

111 GENERAL NOTE: REMOVE EXISTING SOLID SURFACE WALL COVERING.

115 EXISTING BIOSAFETY CABINET TO BE REMOVED; GC SHALL ASSIST VA TO

RELOCATE TO STORAGE / LOGISTICS AREA.

117 REMOVE EXISTING DOOR ASSEMBLY.

118 REMOVE EXISTING PORTION OF PARTITION ASSEMBLY FOR PLACEMENT OF

NEW OPENING.

121 EXISTING FREEZER TO BE REMOVED (VERIFY w/ VA DISPOSAL

REQUIREMENTS).

122 EXISTING FREEZER TO BE RELOCATED.

123 EXISTING REFRIGERATOR TO BE RELOCATED.

124 GENERAL NOTE: REMOVE AND DISPOSE OF ALL EXISTING WIRE RACK

SHELVING UNITS.

1/4" = 1'-0"

Ground Floor Plan (Phase 2 Demolition)

KEY PLAN

Rev. Date Description

1 06.25.2020 Addendum 01

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW ACOUSTICAL PARTITION (4" STUD U.N.O.)

NEW NON-RATED (4" STUD U.N.O.)

(E) 1-HOUR RATED BARRIER

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED BARRIER

(E) SMOKE RATED PARTITION

NORTH

J J

H H

9 9.1

9.1

9.2

9.2

X.A X.A

X.B X.B

X.C X.C

X.D X.D

J.