36E77618B0088-003.pdf

S W 5 - B

T U N N E L

T U N N E L T U N N E L

P ar ki ng

L ot

E

V ill a La

J ol la

C urve len =Tangent =R adius =D elta =Lot =

Pedestrian Bridge

Length = Bearing =

Length =B earing =

Gilman Drive

North Road 14 Parking

Lot - P1 17 19

Parking Lot - E1

E as t R oa d

Parking Lot - H

Parking Lot - E

Parking Lot - P

Parking Lot - P

Parking Lot - E

Parking Lot - E

3 5

South Road

HAZARDOUS MATERIALS

HM-1 GENERAL NOTES & TITLE SHEET

HM-2 HAZARDOUS MATERIALS DEMO PLAN- B134

HM-3 HAZARDOUS MATERIALS DEMO PLAN- CORRIDOR B140

HM-4 HAZARDOUS MATERIALS DEMO PLAN- STAIRWELL

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, LEGEND, AND ABBRIVIATION

MH-101 MECHANICAL BASEMENT PLAN

MH-102 MECHANICAL BASEMENT INTERSTITIAL PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 ELECTRICAL POWER AND LIGHTING DEMOLITION PLANS

EL-201 ELECTRICAL POWER AND LIGHTING NEW WORK

1. INPATIENT/OUTPATIENT AMBULATORY SERVICES

2. BOILER PLANT & CO-GENERATI0N

3. WEST FLAGPOLE

4. OXYGEN STORAGE PAD (DEMOLISHED)

5. EAST FLAG POLE

6. GAS METER PAD

7. INCINERATOR (DEMOLISHED)

8. OXYGEN STORAGE PAD

9. GAS BOTTLE STORAGE

10. BUS SHELTER

11. SPINAL CORD INJURY

12. EMERGENCY WATER STORAGE

13. VMRF BUILDING

14. VACANT

15. VACANT

16. HAZARDOUS MATERIAL STORAGE BUILDING

17. FINISHES STORAGE METAL BUILDING (STORAGE)

18. WASTE FACILITY

19. HAZARDOUS MATERIAL STORAGE (CONEX BOX)

20. GROUNDS AND STORAGE (CONEX BOXES)

21. UNDERGROUND FUEL STORAGE TANKS

22. SAFETY (MODULAR BUILDING)

23. MRF (MODULAR BUILDING)

BUILDING KEY PLAN

AREA OF WORK

AT BASEMENT

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd –Suite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Fully Sprinklered

Water Leak Damage Remediation West Wing - Basement

664-16-835

3350 La Jolla Village Dr, San Diego, CA 92161

GI-000

COVER SHEET 100% Submittal

MA ArchSMc03-11-18

GENERAL

GI-000 COVER SHEET

GI-001 ABBREVIATIONS, GENERAL NOTES & APPLICABLE STANDARDS

GI-002 FIRE LIFE SAFETY PLAN

GI-003 INTERIM LIFE SAFETY PLAN

GC-001 PHASING PLANS

DEPARTMENT OF VETERANS AFFAIRS

VA San Diego Healthcare System

VA Project No. 664-16-835 | Water Leak Damage Remediation West Wing - Basement

PROJECT

SITE

VICINITY MAP

PARTIAL DEMOLITION AND REPLACEMENT GYPSUM SHEATHING AT STAIR SW1-B-1, RECORDS MANAGEMENT ROOM #B134 & CORRIDOR #B140 TO RECONSTRUCT THE FACILITY PARTIALLY COMPROMISED BY WATER DAMAGE FROM A PREVIOUS CONSTRUCTION ACCIDENT AND THE ABATEMENT OF ASBESTOS CONTAINING

ELEMENTS WITHIN ROOM #B134.

VA FLS OFFICER TO CONDUCT INTERIM LIFE SAFETY MEASURES OUTLINED IN SPECS WHEN STAIR SW1-B-1 IS

TEMPORARILY SHUT DOWN TO REPLACE GYPSUM SHEATHING PER THE SCOPE OF WORK.

PROJECT DESCRIPTION

ARCHITECTURAL

AE-000 OVERALL BASEMENT PLAN

AD-100 ENLARGED DEMOLITION PLANS

AE-200 ENLARGED RENOVATION PLANS

AI-500 INTERIOR FINISH PLANS

AE-800 INTERIOR DETAILS

CLIENT:

Department of Veterans Affairs VA San Diego Healthcare System Engineering Services 3350 La Jolla Village Drive Building 11, BB108 San Diego, CA 92161

Contact: Michael Degnan (COR) P: (858) 642-6298 E: michael.degnan@va.gov

ARCHITECT

MA|Architects, Inc.

21515 Hawthorne Blvd., Suite #200 Torrance, CA 90503

Contact: Steven A. McCaslin P: 650.485.9012 E: s.mccaslin@ma-architects.net

PROJECT TEAM

MEP ENGINEERS:

K.F. DAVIS

530 La Gonda Way, Suite E Danville CA

Contact: Lesa Durham P: 925.743.8884 E: lesa.durham@kfde.com

ENVIRONMENTAL ENGINEER

Millennium Consulting Associates 401 Roland Way, Suite 250 Oakland, CA 94621

Contact: Abbas Sam P: 925.808.6700 E: asam@mecaenviro.com

SHEET INDEX

Rev. Date Description

03.30.2018 100% Design Submittal steve CA Arch Lic

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

SYMBOLS AS

ABBREVIATIONS

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

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

"INDEX OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE. DO NOT

DISTRIBUTE OR UTILIZE PARTIAL SETS OF DRAWINGS. 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.

4. 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.

5. THE ARCHITECT 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.

6. 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.

7. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND A REGULATORY

REQUIREMENT, THE CONTRACTOR SHALL COMPLY WITH THE ONE ESTABLISHING THE

MORE STRINGENT OR RESTRICTIVE REQUIREMENT:

- THE DRAWINGS AND SPECIFICATIONS MAY SET FORTH MORE DETAILED, MORE SPECIFIC,

AND/OR MORE RESTRICTIVE REQUIREMENTS THAN THOSE SET FORTH BY THE APPLICABLE

REGULATORY REQUIREMENTS. WHERE THE DRAWINGS AND SPECIFICATIONS PROVIDE

MORE DETAILED, MORE SPECIFIC, AND/OR MORE RESTRICTIVE REQUIREMENTS, THE

CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS.

- WHERE THE APPLICABLE REQUIREMENTS OF THE REFERENCED RULES, CODES,

REGULATIONS, ORDINANCES, OR LAWS ARE MORE RESTRICTIVE THAN THAT SET FORTH BY

THE DRAWINGS AND SPECIFICATION, THE CONTRACTOR SHALL COMPLY WITH ALL SUCH

MORE RESTRICTIVE REQUIREMENTS - ALTHOUGH SUCH REQUIREMENTS MAY NOT BE

ILLUSTRATED BY THE DRAWINGS AND SPECIFICATIONS.

8. 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 RESIDENT

ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE

TO THE OWNER) 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.

9. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMODATE THE OPERATION OF THE

HOSPITAL / CLINIC

10. 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**

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

REQUIREMENTS OR MANUFACTURE 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.

12. 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.

13. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS; SUBSTITUTIONS

FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT AND

OWNER. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN

WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE

ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER /

TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION.

UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A

PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE

PRODUCT SPECIFIED.

14. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND

PER CONTRACT DOCUMENTS AS NEEDED.

APPLICABLE STANDARDS VHA 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/).

2018 International Building Code (IBC) (Only when specifically referenced in VA Design Documents, see notes below)

2018 NFPA 101 Life Safety Code (see notes below)

NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

Occupational, Safety and Health Administration (OSHA) Standards.

2016 VA Seismic Design Requirements, H-18-8

2014 National Electrical Code (NEC)

International Plumbing Code (IPC)

2016 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2017 ASME Boiler and Pressure Vessel Code

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- 2016.

Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2016.

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

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.

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.

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd –Suite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Fully Sprinklered

Water Leak Damage Remediation West Wing - Basement

664-16-835

3350 La Jolla Village Dr, San Diego, CA 92161

GI-001

ABBREVIATIONS, GENERAL NOTES &

APPLICABLE STANDARDS

100% Submittal

MA ArchSMc03-11-18

PROJECT GENERAL NOTESFIRE AND LIFE SAFETY CONTINUEDABBREVIATIONS

Rev. Date Description

03.30.2018 100% Design Submittal

FIRE AND LIFE SAFETY

APPLICABLE STANDARDS

04/05/2018

D U M B

DW1- B- 1

F E C

B190

A/C SHOP

B190A

A/C SHOP

B254

A/C SHOP

B252

OFFICES(S)

B253

A/C SHOP

B255

PIPE SHOP

B191

STORAGE

B251

MECHANICAL

B200

ELECTRONICS

B177L

STORAGE

GENERAL

B177K

STORAGE

OIT

B177J

STORAGE

GENERAL

B128

KITCHEN

B177F

UTILITY

B177E

STORAGE

EQUIPMENT

B177H

RECEIVING

B236

AUTOPSY

B247

OFFICE

B248

OFFICE

B249

OFFICE(S)

B176

OFFICE(T)

B177B

CORR.

B171A

OFFICE(T)

B117P

CORR.

B173

STORAGE

OXYGEN

B177C

CORR.

B177A

CORR.

B177N

STORAGE

GENERAL

B177D

STORAGE

GENERAL

B191R

CORRIDOR

B194

STOR.

GENERAL

B194A

STOR.

GENERAL

B245

STOR.

MORGUE

B244

STOR.

MORGUE

B235

REFERIGER. B241

OFFICE

B234

OFFICE

B232B

OFFICE

B181

REFER.

B138

REFER.

B137

REFER.

B213

BIOMED

B250

OFFICE(S)

B232A

OFFICE

B233

OFFICE(T)

B177M

CORR. B117B

CORR.

B232

OFFICE(T)

B231

MECHANICAL

B136

REFER.

B183A

STOR.

GENERAL

B183

STOR.

GENERAL

B129

OFFICE(S)

B130

OFFICE(S)

B166

ELECTRICAL

B188

ELECTRICAL

B167

EQUIPMENT

OIT

B165

TELEPHONE

B165A

OIT STOR.

B176

OFFICE

B131

OFFICE(S)

B127

OFFICE(S)

B126D

OFFICE(S)

B127A-1

OFFICE(S)

B132

OFFICE(S)

B126C

OFFICE(S)

B114A

OFFICE(S)

B114

OFFICE(S)

B115

OFFICE(S)

B134

MANAGEMENT

RECORDS

B122

DISHWASHING

B119

WASH

CAR

B184

STOR.

GENERAL

B185

STOR.

GENERAL

B128B

STOR.

GENERALB186

STOR.

GENERAL

B140A

REFER.

B140

CORR.

B143

LAB

B142A

LAB

B142

LAB

B142E

LAB

B147

RESIDENT B156A

LAB

B156A

LAB

B198

ELECTRIC SHOP

B240

CORR.

B212

CORR.

B204

CORR.

B210

CARPENTRY

B210C

MECHANICAL

B141

MICROSCOPE FACILITY

CORE ELECTRON

B142D

LAB

B142B

SUPPLY

STERILE

B144

LOCKER(F)

B145

CONF. RM /OFFICE(S)

PHARMACY

B144A

LOCKER(F)

B149

LOCKER(M)

B152

OFFICE

PHARMACOECO.

BB152A

OFFICE(S)

B125

CORR.

B123

PREP

B157

VAULT

B153

STOR.

VAULT

B121

CORR.

B152E

ED. TRAINING OFF.(S)

DIR. PHARM.

B152D

DATA APPS.ANALYSIS OFF.(S)

DIR. PHARM.

B155

ADMIN.0FFICE

PHARMACY

B160

KITCHEN

B155C

SVC OFF.(S)

CHIEF PHARM.

B159B

OFFICE

B159A

OFFICE

B217

STOR.

EQUIPMENT

B223B

OFFICE(T)

B218

OFFICE(S)

B246

CORR.

B100

LOBBY

B156

AREA

PHARMACY

B215

STORAGE

B215A

STORAGE

B215B

CORRIDOR

B215B

CORRIDOR

B128C

OFFICE(S)

DIET INFO.

B117

CORRIDOR

B191J

STORAGE

GENERAL

B191G

STORAGE

OIT

B191P

STORAGE

GENERAL

B1000

CENTER OFFICE

IT SERVICE

B171

OFFICE

B201A

KITCHEN

B200A

STOR.

GENERAL

B205

KEYS

B216

LINEN

SOIL

B217A

STOR.

EQUIPMENT

SW5-1

STAIRS

SW6-B-1

STAIRS

SW2-B-1

STAIRS

SW7-B-1

STAIRS

SW8-B-1

STAIRS

B206

OFFICE(S)

B189B

STOR.

GENERAL

B198A

OFFICE(S)

SW1-B-1

STAIR

B191Q

CORR.

B191H

STORAGE

GENERAL

B214

OFFICE

B211

OFFICE

B217B

ELEC

B217C

ELEC

B212B

CORR.

B162

SERVICE OFFICE(S)

ENVIRONMENTAL

B210B

MECHANICAL

B210A

OFFICE(S)

B220

STOR.

GENERAL

B224

STOR.

HAC

B229

OPERATIONS

MGR. OFF.

B108A

STOR.

GENERAL

B101

LOBBY

B108B

STOR.

EQUIPMENT

B109

CORRIDOR

B108C

STOR.

EQUIPMENT

SW13-B-1

STAIRS

B201

STOR.

MAINTENANCE

B202

SIGNAGE

B239

CORR.

B238

CORR.

B158

STAIR

B182

KITCHEN

STOR.

B146

SHOWER(F)

B189A

STOR.

B125A

MALE TOI.

B133

FEMALE TOI.

B176A

MALE TOI.

B176B

MALE TOI.

W9-B-1

STAIR

B180

MECH.

B135A

HAC

B148

SHOWER(M)

B149A

LOCKER(M)

B149B

MECH.

B155B

OFF.OFF.(S)

ADMIN.

B155E

CORR.

B155F

CORR.

B154

CORR.

B172C

OFFICE

B196

ELEC. RM

S5-B-1

PET ELEV

B212A

CORR.

B191A

MALE TOI.

B191B

MALE TOI.

B242

MALE TOI.

B243

FEMALE TOI.

B128A

MGR. OFFICE(S)

CLINICAL NUTRITION

B128D

STOR.

GENERAL

SW11-B-1

STAIRS

SW12-B-1

STAIRS

B191K

STORAGE

GENERAL

B191E

UPPERB191D

STORAGE

GENERAL

B191C

STORAGE

B191F

STORAGE UPPER

GENERAL

B191C

STORAGE LOWER

GENERAL

B237

HAC

B232C

RECEPTION

B230A

TELECOM

B108

MECHANICAL

B152B

SAFETY OFF.(S)

DIR. MED.

B155A

PHARM. SVC OFF.(S)

ASS. CHIEF

B135

MECH.

B126B

OFFICE

B126A

OFF.(S) NUTRITION FOOD SER.

ED. SECT.

B191M

CORR.

B191L

STOR.

B152C

COOR.OFF.(S)

U.O.P. REGIONAL

B141A

CORR.

B230

OFFICE

B224A

CORR.

B222

MALE TOI.

B187

HAS

B225

CORRIDOR

B104

TOILET

B172C

STOR.

SPS SUPPLY

B125B

CORR.

SW10-B-1

LIFT

B120

STORAGE

B125C

CORR.

B144B

DRESSING RM

B155G

CORR.

S T O R A G E B19 5B

CA R T

W A S H B10 2A

H S K B227

M A L E

TOILET

B107

F E M A L E

TOIL ET

B106

CO R R I D O R

CO R R I D O R

B111

B116

SP S

S T O R A G E

B112

SP S

ADMIN ISTRA TION

OFFICE( S)B110

D E C O N B102

S P S P R E P A R E A B105

STERIL IZER

B10 2B

G A S E T O

B10 2C M E N S

L O C K E R B228

CO R R I D O R

B R E A K R O O M B226

SP S

STERILE

S T O R A G E B197

UTI L I TY A ND EQ UI PM ENT S TO RA GE

B223

V A C A N T S T O R A G E

PAT IE NT

E F F E C T S B22 3C

G E N E R A L S T O R A G E

B22 3D

CO R R I D O R

B19 1N

G E N E R A L S T O R A G E

B19 5C

MA T E RI A L M A N A GE M E NT O FF I C E

B17 2A

E Q U I P M E N T S T O R A G E

B11 2A

SP S

SU P P L Y

S T O R A G EB17 2B

E Q U I P M E N T S T O R A G E

B17 2D

E Q U I P M E N T S T O R A G E

B117

G E N E R A L S T O R A G E

B172

B22 3A

ELE CT RI CA L

U P

UPDNUPDN

E L E V A T O R S1

E L E V A T O R S2

E L E V A T O R S3

E L E V A T O R S4

AREA OF WORK

AREA: 8,222sf / 100 = 83 Occupants

AREA: 9,924sf / 100 = 100 Occupants

CONFERENCE

AREA: 375sf / 15 = 25 Occ.

AREA: 2,415sf / 100 = 25 Occupants

AREA: 1,246sf / 100 = 13 Occupants

AREA: 3,014sf / 100 = 31 Occupants

AREA: 977sf = 10 Occ.

AREA: 1,381sf / 100 = 14 Occup.

CONFERENCE

AREA 359sf / 15 = 24 Occupants

50 Occupants (260lf)

Temporary POT +525lf

MAXIMUM EGRESS LOAD =

165 (NFPA 101: 7.3.3.2)

T e m p o ra ry

P O

T lf

MAXIMUM EGRESS

LOAD = 225MAXIMUM EGRESS

LOAD = 360

MAXIMUM CORRIDOR

EGRESS LOAD = 480

MAXIMUM CORRIDOR

EGRESS LOAD = 480

MAXIMUM EGRESS LOAD =

165 (NFPA 101: 7.3.3.2)

AREA:1,700sf / 100 = 17 Occ.

AREA:11,917sf / 500 = 24 Occ.

AREA: 12,907sf / 500 = 26 Occup.

AREA: 15,881sf / 500 = 32 Occupants

AREA:3,175sf / 100 = 32 Occup.

AREA: 5,033sf / 100 = 51 Occup.

OCCUPANCY LOAD CALCULATIONS:

SUITE #100:

FLOOR AREA (STORAGE): 42,625sf

OCC. LOAD FACTOR: 1/500sf

OCCUPANTS: 86

FLOOR AREA (BUSSINESS) 37,087sf OCC. LOAD FACTOR: 1/100sf

OCCUPANTS: 371

FLOOR AREA (CONFERENCE) 734sf OCC. LOAD FACTOR: 1/15sf

OCCUPANTS: 49

TOTAL OCCUPANTS = 506 OCCUPANTS

NUMBER OF EXISTS REQ'D: 3 EXITS

NUMBER OF EXITS PROVIDED: 4 EXITS

MAXIMUM TRAVEL DIST." 300'-0"

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

PATH OF EGRESS

FIRE LIFE SAFETY LEGEND:

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd –Suite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Fully Sprinklered

Water Leak Damage Remediation West Wing - Basement

664-16-835

3350 La Jolla Village Dr, San Diego, CA 92161

GI-002

FIRE LIFE SAFETY PLAN 100% Submittal

MA ArchSMc03-11-18

1/16" = 1'-0"

Fire Life Safety Plan

Rev. Date Description

03.30.2018 100% Design Submittal

D U M B

DW1- B- 1

F E C

B190

A/C SHOP

B190A

A/C SHOP

B254

A/C SHOP

B252

OFFICES(S)

B253

A/C SHOP

B255

PIPE SHOP

B191

STORAGE

B251

MECHANICAL

B200

ELECTRONICS

B177L

STORAGE

GENERAL

B177K

STORAGE

OIT

B177J

STORAGE

GENERAL

B128

KITCHEN

B177F

UTILITY

B177E

STORAGE

EQUIPMENT

B177H

RECEIVING

B236

AUTOPSY

B247

OFFICE

B248

OFFICE

B249

OFFICE(S)

B176

OFFICE(T)

B177B

CORR.

B171A

OFFICE(T)

B117P

CORR.

B173

STORAGE

OXYGEN

B177C

CORR.

B177A

CORR.

B177N

STORAGE

GENERAL

B177D

STORAGE

GENERAL

B191R

CORRIDOR

B194

STOR.

GENERAL

B194A

STOR.

GENERAL

B245

STOR.

MORGUE

B244

STOR.

MORGUE

B235

REFERIGER. B241

OFFICE

B234

OFFICE

B232B

OFFICE

B181

REFER.

B138

REFER.

B137

REFER.

B213

BIOMED

B250

OFFICE(S)

B232A

OFFICE

B233

OFFICE(T)

B177M

CORR. B117B

CORR.

B232

OFFICE(T)

B231

MECHANICAL

B136

REFER.

B183A

STOR.

GENERAL

B183

STOR.

GENERAL

B129

OFFICE(S)

B130

OFFICE(S)

B166

ELECTRICAL

B188

ELECTRICAL

B167

EQUIPMENT

OIT

B165

TELEPHONE

B165A

OIT STOR.

B176

OFFICE

B131

OFFICE(S)

B127

OFFICE(S)

B126D

OFFICE(S)

B127A-1

OFFICE(S)

B132

OFFICE(S)

B126C

OFFICE(S)

B114A

OFFICE(S)

B114

OFFICE(S)

B115

OFFICE(S)

B134

MANAGEMENT

RECORDS

B122

DISHWASHING

B119

WASH

CAR

B184

STOR.

GENERAL

B185

STOR.

GENERAL

B128B

STOR.

GENERALB186

STOR.

GENERAL

B140A

REFER.

B140

CORR.

B143

LAB

B142A

LAB

B142

LAB

B142E

LAB

B147

RESIDENT B156A

LAB

B156A

LAB

B198

ELECTRIC SHOP

B240

CORR.

B212

CORR.

B204

CORR.

B210

CARPENTRY

B210C

MECHANICAL

B141

MICROSCOPE FACILITY

CORE ELECTRON

B142D

LAB

B142B

SUPPLY

STERILE

B144

LOCKER(F)

B145

CONF. RM /OFFICE(S)

PHARMACY

B144A

LOCKER(F)

B149

LOCKER(M)

B152

OFFICE

PHARMACOECO.

BB152A

OFFICE(S)

B125

CORR.

B123

PREP

B157

VAULT

B153

STOR.

VAULT

B121

CORR.

B152E

ED. TRAINING OFF.(S)

DIR. PHARM.

B152D

DATA APPS.ANALYSIS OFF.(S)

DIR. PHARM.

B155

ADMIN.0FFICE

PHARMACY

B160

KITCHEN

B155C

SVC OFF.(S)

CHIEF PHARM.

B159B

OFFICE

B159A

OFFICE

B217

STOR.

EQUIPMENT

B223B

OFFICE(T)

B218

OFFICE(S)

B246

CORR.

B100

LOBBY

B156

AREA

PHARMACY

B215

STORAGE

B215A

STORAGE

B215B

CORRIDOR

B215B

CORRIDOR

B128C

OFFICE(S)

DIET INFO.

B117

CORRIDOR

B191J

STORAGE

GENERAL

B191G

STORAGE

OIT

B191P

STORAGE

GENERAL

B1000

CENTER OFFICE

IT SERVICE

B171

OFFICE

B201A

KITCHEN

B200A

STOR.

GENERAL

B205

KEYS

B216

LINEN

SOIL

B217A

STOR.

EQUIPMENT

SW5-1

STAIRS

SW6-B-1

STAIRS

SW2-B-1

STAIRS

SW7-B-1

STAIRS

SW8-B-1

STAIRS

B206

OFFICE(S)

B189B

STOR.

GENERAL

B198A

OFFICE(S)

SW1-B-1

STAIR

B191Q

CORR.

B191H

STORAGE

GENERAL

B214

OFFICE

B211

OFFICE

B217B

ELEC

B217C

ELEC

B212B

CORR.

B162

SERVICE OFFICE(S)

ENVIRONMENTAL

B210B

MECHANICAL

B210A

OFFICE(S)

B220

STOR.

GENERAL

B224

STOR.

HAC

B229

OPERATIONS

MGR. OFF.

B108A

STOR.

GENERAL

B101

LOBBY

B108B

STOR.

EQUIPMENT

B109

CORRIDOR

B108C

STOR.

EQUIPMENT

SW13-B-1

STAIRS

B201

STOR.

MAINTENANCE

B202

SIGNAGE

B239

CORR.

B238

CORR.

B158

STAIR

B182

KITCHEN

STOR.

B146

SHOWER(F)

B189A

STOR.

B125A

MALE TOI.

B133

FEMALE TOI.

B176A

MALE TOI.

B176B

MALE TOI.

W9-B-1

STAIR

B180

MECH.

B135A

HAC

B148

SHOWER(M)

B149A

LOCKER(M)

B149B

MECH.

B155B

OFF.OFF.(S)

ADMIN.

B155E

CORR.

B155F

CORR.

B154

CORR.

B172C

OFFICE

B196

ELEC. RM

S5-B-1

PET ELEV

B212A

CORR.

B191A

MALE TOI.

B191B

MALE TOI.

B242

MALE TOI.

B243

FEMALE TOI.

B128A

MGR. OFFICE(S)

CLINICAL NUTRITION

B128D

STOR.

GENERAL

SW11-B-1

STAIRS

SW12-B-1

STAIRS

B191K

STORAGE

GENERAL

B191E

UPPERB191D

STORAGE

GENERAL

B191C

STORAGE

B191F

STORAGE UPPER

GENERAL

B191C

STORAGE LOWER

GENERAL

B237

HAC

B232C

RECEPTION

B230A

TELECOM

B108

MECHANICAL

B152B

SAFETY OFF.(S)

DIR. MED.

B155A

PHARM. SVC OFF.(S)

ASS. CHIEF

B135

MECH.

B126B

OFFICE

B126A

OFF.(S) NUTRITION FOOD SER.

ED. SECT.

B191M

CORR.

B191L

STOR.

B152C

COOR.OFF.(S)

U.O.P. REGIONAL

B141A

CORR.

B230

OFFICE

B224A

CORR.

B222

MALE TOI.

B187

HAS

B225

CORRIDOR

B104

TOILET

B172C

STOR.

SPS SUPPLY

B125B

CORR.

SW10-B-1

LIFT

B120

STORAGE

B125C

CORR.

B144B

DRESSING RM

B155G

CORR.

S T O R A G E B19 5B

CA R T

W A S H B10 2A

H S K B227

M A L E

TOILET

B107

F E M A L E

TOIL ET

B106

CO R R I D O R

CO R R I D O R

B111

B116

SP S

S T O R A G E

B112

SP S

ADMIN ISTRA TION

OFFICE( S)B110

D E C O N B102

S P S P R E P A R E A B105

STERIL IZER

B10 2B

G A S E T O

B10 2C M E N S

L O C K E R B228

CO R R I D O R

B R E A K R O O M B226

SP S

STERILE

S T O R A G E B197

UTI L I TY A ND EQ UI PM ENT S TO RA GE

B223

V A C A N T S T O R A G E

PAT IE NT

E F F E C T S B22 3C

G E N E R A L S T O R A G E

B22 3D

CO R R I D O R

B19 1N

G E N E R A L S T O R A G E

B19 5C

MA T E RI A L M A N A GE M E NT O FF I C E

B17 2A

E Q U I P M E N T S T O R A G E

B11 2A

SP S

SU P P L Y

S T O R A G EB17 2B

E Q U I P M E N T S T O R A G E

B17 2D

E Q U I P M E N T S T O R A G E

B117

G E N E R A L S T O R A G E

B172

B22 3A

ELE CT RI CA L

U P

UPDNUPDN

E L E V A T O R S1

E L E V A T O R S2

E L E V A T O R S3

E L E V A T O R S4

AREA OF WORK

AREA: 8,222sf / 100 = 83 Occupants

AREA: 9,924sf / 100 = 100 Occupants

CONFERENCE

AREA: 375sf / 15

= 25 Occ.

AREA: 2,415sf / 100 = 25 Occupants

AREA: 1,246sf / 100 = 13 Occupants

AREA: 3,014sf / 100 = 31 Occupants

AREA: 977sf = 10 Occ.

AREA: 1,381sf / 100 = 14 Occup.

CONFERENCE

AREA 359sf / 15 = 24 Occupants

50 Occupants (260lf) / POT = 255ft

Temporary POT TO 2nd EXIT = 525ft

MAXIMUM EGRESS LOAD =

165 (NFPA 101: 7.3.3.2)

T e m

P P

O T ft

T O

S E

P A

R A

T E

Z O

N E

MAXIMUM EGRESS

LOAD = 225

MAXIMUM EGRESS

LOAD = 360

MAXIMUM CORRIDOR

EGRESS LOAD = 480

MAXIMUM CORRIDOR

EGRESS LOAD = 480

AREA:1,700sf / 100 = 17 Occ.

AREA:11,917sf / 500 = 24 Occ.

AREA: 12,907sf / 500 = 26 Occup.

AREA: 15,881sf / 500 = 32 Occupants

AREA:3,175sf / 100 = 32 Occup.

AREA: 5,033sf / 100 = 51 Occup.

TEMPORARY

BARRIER OF

STAIR EXIT

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

PATH OF EGRESS

FIRE LIFE SAFETY LEGEND:

OCCUPANCY LOAD CALCULATIONS:

SUITE #100:

FLOOR AREA (STORAGE): 42,625sf

OCC. LOAD FACTOR: 1/500sf

OCCUPANTS: 86

FLOOR AREA (BUSSINESS) 37,087sf OCC. LOAD FACTOR: 1/100sf

OCCUPANTS: 371

FLOOR AREA (CONFERENCE) 734sf OCC. LOAD FACTOR: 1/15sf

OCCUPANTS: 49

TOTAL OCCUPANTS = 506 OCCUPANTS

NUMBER OF EXISTS REQ'D: 3 EXITS

NUMBER OF EXITS PROVIDED: 3 EXITS

MAXIMUM TRAVEL DIST." 300'-0"

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd –Suite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Water Leak Damage Remediation West Wing - Basement

Author

GI-003

INTERIM LIFE SAFETY PLAN

664-16-835

SMc

3350 La Jolla Village Dr, San Diego, CA 92161

03-11-18

100% Submittal

N/A

1/16" = 1'-0"

Interim Fire Life Safety Plan

Rev. Date Description

K

L

2 3 42.1 3.1 3.2

J.4

J.3

181 SF

Sprinkler Manifold

Room B140A

90 SF

Female Toilet B133

79 SF

IT Closet B135

34 SF

HSKPG.

B135A

249 SF

Stair

SW1-B-1

148 SF

Refrigerator B136

222 SF

Corridor B140

89 SF

Male Toilet B125A

358 SF

Records Management

B134

MIN. CLR.

4’−0"

AE-800

PROVIDE TEMPORARY BARRIER TO

SEPARATE AREA OF WORK FROM

PUBLIC AREAS.

K

L

2 3 42.1 3.1 3.2

J.4

J.3

181 SF

Sprinkler Manifold

Room B140A

90 SF

Female Toilet B133

79 SF

IT Closet B135

34 SF

HSKPG.

B135A

249 SF

Stair

SW1-B-1

148 SF

Refrigerator B136

222 SF

Corridor B140

89 SF

Male Toilet B125A

358 SF

Records Management

B134

MIN. CLR.

4’−0"

AE-800

PROVIDE TEMPORARY BARRIER TO

SEPARATE AREA OF WORK FROM

PUBLIC AREAS.

K

L

2 3 42.1 3.1 3.2

J.4

J.3

181 SF

Sprinkler Manifold

Room B140A

90 SF

Female Toilet B133

79 SF

IT Closet B135

34 SF

HSKPG.

B135A

249 SF

Stair

SW1-B-1

148 SF

Refrigerator B136

222 SF

Corridor B140

89 SF

Male Toilet B125A

358 SF

Records Management

B134

AE-800

PROVIDE TEMPORARY BARRIER TO

SEPARATE AREA OF WORK FROM

PUBLIC AREAS.

AREA OF WORK

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd –Suite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Fully Sprinklered

Water Leak Damage Remediation West Wing - Basement

664-16-835

3350 La Jolla Village Dr, San Diego, CA 92161

GC-001

PHASING PLANS 100% Submittal

MA ArchSMc03-11-18

Rev. Date Description

03.30.2018 100% Design Submittal

1/4" = 1'-0"

Phase 1 Area of Work 1/4" = 1'-0"

Phase 2 Area of Work

1/4" = 1'-0"

Phase 3 Area of Work

95% Submittal

BG

AS

Rev.

Date

Description

01.12.2018 Site Survey & As-Built Verification

02.23.2018 35% Design

Project Number

MA Architects, Inc.

21515 Hawthorne Blvd ïSuite 200, Torrance, CA 90503 www.ma-architects.net

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Revisions:

Fully Sprinklered

Water Leak Damage

Remediation West Wing -

Basement

664-16-835

3350 La Jolla Village Dr, San Diego, CA 92161

BG

AS

HM-1

GENERAL NOTES & TITLE SHEET

VA SAN DIEGO LEAK DAMAGE REMEDIAITON WEST WING & BASEMENT

GENERAL HAZARDOUS MATERIALS ABATEMENT AND DEMOLITION NOTES

1. HAZARDOUS MATERIAL ABATEMENT PLANS AND SPECIFICATIONS HAVE

BEEN PREPARED ON THE BASIS OF EXISTING DOCUMENTS, SITE

INSPECTIONS AND OVERALL PROJECT INTENT.

2. THE LOCATION OF MATERIALS SCHEDULED FOR ABATEMENT AND

DEMOLITION ARE GENERAL IN NATURE. DRAWINGS ARE INTENDED TO

PROVIDE AN APPROXIMATE LOCATION OF MATERIALS TO BE REMOVED.

3. THE CONTRACTOR SHALL PREPARE ITS BID AND COORDINATE ITS WORK

WITH THE GENERAL CONTRACTOR FOR ALL PHASING, LOCATION AND

QUANTIFICATION PURPOSES PRIOR TO BIDDING.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING, ACCESSING, AND

REMOVING ALL ASBESTOS CONTAINING MATERIALS, LEAD BASED

COMPONENTS, PCB LIGHT BALLASTS, FLUORESCENT LAMPS AND OTHER

REGULATED MATERIALS THAT ARE SCHEDULED TO BE REMOVED AS

IDENTIFIED IN ARCHITECTURAL, ELECTRICAL AND MECHANICAL

DEMOLITION PLANS.

5. THE HM DRAWINGS ARE NOT TO BE CONSIDERED A STAND-ALONE

DOCUMENT. IN PREPARATION OF ITS BID, CONTRACTOR SHALL

COORDINATE ALL HAZARDOUS MATERIAL RELATED WORK WITH MA

ARCHITECTS, INC. DRAWINGS AND ALL WORK SPECIFIED ELSEWHERE IN

THE CONTRACT DOCUMENTS.

6. HAZARDOUS MATERIALS INCLUDING ASBESTOS-CONTAINING MATERIALS,

LEAD-CONTAINING SURFACE COATINGS, PCB TRANSFORMERS, PCB

BALLASTS, FLUORESCENT LAMPS HAVE BEEN IDENTIFIED. THESE

MATERIALS SHALL BE HANDLED BY PROPERLY TRAINED PERSONNEL

PRIOR TO ANY RENOVATION ACTIVITIES. REFER TO THE "SUMMARY OF

WORK" SECTION OF THE CORRESPONDING SECTION 02.82.11, 02.82.1319 OR

02.83.3313 FOR LOCATIONS OF KNOWN OR ASSUMED HAZARDOUS

MATERIALS.

7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF ALL FURNITURE,

FIXTURES, CASEWORK, FIXED AND MOVEABLE OBJECTS, NON-HAZARDOUS

PARTITION WALLS, FINISHES, ETC., PRIOR TO HAZARDOUS MATERIAL

ABATEMENT. REFER TO THE CONTRACT DOCUMENTS FOR ITEMS

SCHEDULED FOR SALVAGE AND REUSE.

7. THE CONTRACTOR IS ADVISED OF THE PRESENCE OF A FULL-HEIGHT

INTERSTITIAL SPACE ABOVE THE CEILING. THE INTERSTITIAL SPACE

CONTAINS FRIABLE ASBESTOS-CONTAINING SPRAY-APPLIED

FIREPROOFING. THE EXISTING CEILING ASSEMBLY ACTS AS AN AIR-TIGHT

BARRIER AND SHALL NOT BE REMOVED PRIOR TO CONSTRUCTING ALL

ICRA-REQUIRED CONSTRUCTION BARRIERS AND NEGATIVE PRESSURE

ENCLOSURE ABOVE AND BELOW THE CEILING.

8. THE CONTRACTOR SHALL CAREFULLY SCHEDULE AND COORDINATE ALL

PHASES OF HAZARDOUS MATERIAL RELATED WORK TO ENSURE THAT

UNPROTECTED PERSONNEL AND WORK AREAS ARE NOT EXPOSED TO

HAZARDOUS SUBSTANCES. THIS INCLUDES THE COORDINATION OF ALL

DEBRIS CLEANUP, SOFT DEMOLITION, ABATEMENT AND MODERNIZATION

ACTIVITIES.

9. ALL SUBMITTALS REQUIRED BY THE PROJECT SPECIFICATIONS MUST BE

APPROVED BY THE OWNER'S PRIOR TO THE START OF ANY HAZARDOUS

MATERIAL RELATED WORK. REFER TO HAZARDOUS MATERIAL

SPECIFICATIONS.

10. THE CONTRACTOR SHALL DE-ENERGIZE AND LOCKOUT ELECTRICAL

POWER TO THE WORK AREAS TO THE GREATEST EXTENT POSSIBLE. THE

CONTRACTOR SHALL INSTALL TEMPORARY POWER FROM AN OUTSIDE

SOURCE, PROVIDED BY THE CONTRACTOR. TEMPORARY POWER SHALL BE

PROTECTED WITH GROUND FAULT INTERRUPTER CIRCUIT BREAKERS. THE

CONTRACTOR SHALL SUPPLY ADEQUATE POWER TO EACH OF THE WORK

AREAS SOLELY DEDICATED FOR USE BY ENVIRONMENTAL CONSULTANT.

11. PROVIDE, OPERATE AND MAINTAIN MAGNAHELIC GAUGES OR RECORDERS

OF APPROPRIATE RANGE AT THE ENTRANCE TO EACH WORK AREA DURING

ASBESTOS AND LEAD RELATED ACTIVITIES. NO ASBESTOS OR LEAD WORK

SHALL BE CONDUCTED UNLESS THE SYSTEM IS INSTALLED, OPERATING

AND RECORDING CORRECTLY.

12. ALL DIFFERENTIAL AIR PRESSURE UNITS AND VACUUMS MUST BE DOP

TESTED ON-SITE PRIOR TO USE.

13. ALL POLYETHYLENE SHEETING SHALL BE FIRE RETARDANT AS VERIFIED

AND DOCUMENTED BY UNDERWRITERS LABORATORY (U.L.) IN

ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS.

14. THE CONTRACTOR SHALL INSTALL AN ADEQUATE NUMBER OF CLEAR VIEW

PORTS TO EACH WORK AREA. ALL VIEW PORTS SHALL HAVE A MINIMUM

DIMENSION OF 18ó BY 18ó.

15. FINAL CLEARANCE FOR ASBESTOS WORK AREAS WILL BE CONDUCTED BY

IN ACCORDANCE WITH THE ASBESTOS HAZARD EMERGENCY RESPONSE

ACT (AHERA) REQUIREMENTS. REFER TO THE CORRESPONDING SECTION

02.82.1319, 02.83.3313 FOR LOCATIONS OF KNOWN OR ASSUMED HAZARDOUS

MATERIALS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH

FAILURE TO MEET CLEARANCE REQUIREMENTS INCLUDING: LABORATORY

COSTS, CONSULTANT COSTS, AND ANY OTHER DIRECT OR INDIRECT COSTS

INCURRED BY THE OWNER.

17. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

ASBESTOS-CONTAINING MATERIALS EXPOSED AND/OR IMPACTED AS A

RESULT OF RENOVATION ACTIVITIES (I.E., PIPE INSULATION, OR ACM

MATERIALS WITHIN CEILING PLENUMS, WALL CAVITIES, INTERIOR PIPE

CHASES, EXTERIOR PIPE CHASE, ETC) UNDER THE ARCHITECTURAL

DRAWINGS AND ALL WORK SPECIFIED ELSEWHERE IN THE CONTRACT

DOCUMENTS.

18. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT

DISTURBANCE OF ANY HAZARDOUS MATERIAL OR EXPOSING

CONTAMINATION TO THE BASEMENT INTERSTITIAL SPACE DUE TO THE

RENOVATION ACTIVITIES ON THE BASEMENT. IF DISTURBANCES DOES

OCCUR, THE CONTRACTOR SHALL HAVE THE CONSULTANT ASSESS THE

EXPOSURE AND SHALL HAVE THE ABATEMENT CONTRACTOR CLEANUP

THE EXPOSED AREA.

ABATEMENT KEY NOTES

ASBESTOS-CONTIANING MATERIALS (ACM) &

ASBESTOS-CONTAINING CONSTRUCTION

MATERIALS (ACCM)

A1: SPRAY-APPLIED FIREPROOFING

A2: SPRAY-APPLIED FIREPROOFING

DUST/DEBRIS AT ACOUSTICAL CEILING

PANEL

A3: WALLBOARD/JOINT COMPOUND

ASSEMBLY

A4: BROWN DUCT SEAM CAULKING

A5: THERMAL SYSTEM INSULATION

(FITTINGS/ELBOWS)

A6: CLOTH PIPE WRAP

SHEET INDEX

HM-1- GENERAL NOTES & TITLE SHEET

HM-2- HAZARDOUS MATERIALS DEMO

PLAN-B134

HM-3- HAZARDOUS MATERIALS DEMO

PLAN-CORRIDOR B140

HM-4- HAZARDOUS MATERIALS DEMO

PLAN-STAIRWELL

RECOMMENDED WORK/ABATEMENT

SEQUENCE:

1. SETUP THE CONTAINMENT AT ROOM B134

AND CORRIDOR B140 AND NEGATIVE AIR

MACHINES, AND ALLOW TO REACH AT A

MINIMUM -0.02" WC PRESSURE

DIFFERENTIAL

2. ERECT THE HARD BARRIER

3. REMOVE AND HEPA VACUUM CEILING

TILES AS REQUIRED BY SCOPE OF WORK

(DEBRIS ATOP CEILING TILES ASSUMED

POSITIVE).

4. ABATE DRYWALL/JOINT COMPOUND

REQUIRED BY SCOPE OF WORK.

5. AT CONCLUSION OF ABATEMENT,

CONDUCT FINAL CLEAN UP

6. VISUAL INSPECTION BY CONSULTANT

7. ENCAPSULATION OF WORK AREA

8. FINAL AIR CLEARANCE BY CONSULTANT

SCALE: NTS

181 SF

Sprinkler Manifold

Room B140A

90 SF

Female Toilet B133

285 SF

Corridor B125D

79 SF

IT Closet B135

34 SF

HSKPG.

B135A

249 SF

Stair

SW1-B-1

148 SF

Refrigerator B136

222 SF

Corridor B140

89 SF

Male Toilet B125A

358 SF

Records Management

B134

A3

A3

A3

A2

A3

A3

A2

CONTAINMENT

B134

HARD

BARRIER

CONTAINMENT

B134

HARD

BARRIER

A3

STAGE

DECON

48" MIN

CLEARANCE

NIS

NIS

NIS

NIS

NISNISNIS

A1

A4

NIS

NIS

NIS

NIS NIS NIS

HM-2

HAZARDOUS MATERIALS DEMO

PLAN- B134 95% Submittal

BG

AS

Rev.

Date

Description

01.12.2018 Site Survey & As-Built Verification

02.23.2018 35% Design

ABATEMENT KEYNOTES

ASBESTOS-CONTAINING

MATERIALS (ACM) &

ASBESTOS-CONTAINING

CONSTRUCTI…