FINAL20201204 Architectural Set.pdf

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KEY PLAN

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BUILDING KEY PLAN

1. INPATIENT/OUTPATIENT AMBULATORY SERVICES

2. BOILER PLANT & CO-GENERATION

3. WEST FLAGPOLE

5. EAST FLAGPOLE

6. GAS METER PAD

8. OXYGEN STORAGE PAD

9. GAS BOTTLE STORAGE

10. BUS SHELTER

11. SPINAL CORD INJURY

12. EMERGENCY WATER STORAGE

N

13. VMRF BUILDING

14. MRI BUILDING

16. HAZARDOUS MATERIAL STORAGE BUILDING

17. FINISHES STORAGE METAL BUILDING

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)

27. ADMINISTRATION BUILDING

28. PARKING GARAGE 1

31. PARKING GARAGE 2

ROOM NAME / NUMBER

/ AREA

EXISTING PARTITION /

WALL

DEMO PARTITION / WALL

NEW PARTITION / WALL

EXISTING DOOR

NEW DOOR

DOOR TAG

WINDOW TAG

KEYNOTE

WALL TYPE TAG

INTERIOR ELEVATION

VIEW

DETAIL CALLOUT

DETAIL CUT

WALL SECTION CUT

ROOM NAME

ROOM NUMBER

CEILING HEIGHT

ROOM FINISHES CODE

ROOM AREA

ROOM NAME

150 SF

9'-0"

4501.1

A101

OFFICE

CV-001

996 SF

RF-1 RB-1 P-1 GYP

PL-1

A6.01

A101

A101

SIM

B6

W1

N

A101

8'-0"

FINISH MATERIAL TAG

EQUIPMENT TYPE TAG

CEILING HEIGHT TAG

GRID COLUMN CENTER

LINE

REVISION TAG

ALIGN ARROW SYMBOL

EXIT SIGN ANNOTATION

SYMBOL

SPOT ELEVATION

NORTH ARROW

VIEW TITLE

VIEW NAME

REFERENCE SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

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COVER SHEET

11/06/20

VA - SAN DIEGO HEALTHCARE SYSTEM

DEPARTMENT OF VETERANS AFFAIRS

3350 LA JOLLA VILLAGE DR., SAN DIEGO, CA 92161

4W NUCLEAR MEDICINE PET-CT 2, PROJECT # 664-CSI-115

ABBREVIATIONS SYMBOL LEGEND VICINITY MAP OWNER

A&E TEAM

PROJECT DESCRIPTION

PROJECT DATA

CODE REFERENCES

VA SAN DIEGO

HEALTHCARE SYSTEM

3350 LA JOLLA VILLAGE DRIVE

SAN DIEGO, CALIFORNIA 92161

ENGINEERING SERVICE

BUILDING 11, ROOM BB108 (MC138)

AOR

JOSEPH MACDONALD

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 157

SEOR

RAMI ELHASSAN

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 113

MEOR

ERIC GLATZL

IDS GROUP INC.

9636 TIERRA GRANDE STREET, SUITE 200

SAN DIEGO, CALIFORNIA 92126

PHONE: 619-768-6784 EXT 454

EEOR

ROB O'NEIL

IDS GROUP INC.

9636 TIERRA GRANDE STREET, SUITE 200

SAN DIEGO, CALIFORNIA 92126

PHONE: 619-768-6784 EXT 332

THE PROJECT INCLUDES THE DEMOLITIONAND REMODEL OF SCAN ROOM

4503 AND OTHER ASSOCIATED ROOMS, WITHIN THE NUCLEAR MEDICINE

DEPARTMENT LOCATED ON THE BUILDING 1, WEST WING, 4TH FLOOR, ON THE

EXISTING VA SAN DIEGO MEDICAL CENTER CAMPUS.

ADD ALTERNATE 1 : DEMOLITION AND REPLACEMENT OF EXISTING DOOR TO

SCAN ROOM 4505.

DEDUCT ALTERNATE 1 : ALTERNATIVE METHOD OF CONSTRUCTION OF AIR

HANDLING UNIT IN 4TH FLOOR INTERSTITIAL.

CONSTRUCTION TYPE : I - FULLY SPRINLKERED

IBC OCCUPANCY: B - BUSINESS

NFPA OCCUPANCY: AMBULATORY HEALTHCARE

PROJECT SQUARE FOOTAGE: 4025 SF

2018 INTERNATIONAL BUILDING CODE (IBC)

2019 NATIONAL ELECTRICAL CODE (NEC)

2019 AMERICAN SOCIETY FOR MECHANICAL ENGINEERS (ASME)

2019 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM )

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE (IPC)

2018 INTERNATIONAL FIRE CODE (IFC)

2018 NFPA 1 - FIRE CODE

2018 NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

2018 NFPA 14 STANDARD FOR INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

2018 NFPA 70E - STANDARD FOR ELECTRICAL SAFETY IN WORKPLACE

2018 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2018 NFPA 99 - HEALTH CARE FACILITIES CODE

2018 NFPA 101 - LIFE SAFETY CODE

2018 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION

2019 NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION,

AND DEMOLITION OPERATIONS

UNDERWRITERS LABORATORY (UL)

AMERICAN SOCIETY FOR MECHANICAL ENGINEERS (ASME)

SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA)

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS 2015)

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC

ACT ACOUSTIC CEILING TILE

APC ACOUSTIC PANEL CEILING

AWP ACOUSTIC WALL PANEL

AWT ACOUSTIC WALL TREATMENT

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT. ALTERNATE

AL ALUMINUM

AB ANCHOR BOLT

APPROX. APPROXIMATE

ARCH ARHICTECT

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

A/V AUDIO-VISUAL

B BASEMENT

BALC BALCONY

BATH BATHROOM

BM BEAM

BR BEDROOM

BMRK BENCHMARK

BLK BLOCK

BLKG BLOCKING

BD BOARD

BKSH BOOKSHELVES

BOT BOTTOM

BRKT BRACKET

BC BROOM CLOSET

BLDG BUILDING

BLT-IN BUILT IN

BUR BUILT-UP ROOFING

BOS BOTTOM OF SLAB

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CA CLEAR ANONDIZED

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CBP COMPOSITE BUILDING PANEL

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

COP COPPER

CG CORNER GUARD

CORR CORRIDOR

CTR COUNTER

CSMS COUNTERSUNK METAL SCREW

CSWS COUNTERSUNK WOOD SCREW

CRS COURSES

CC CUBICLE CURTAIN

CM CENTIMETER

DL DEAD LOAD

DE DUAL EGRESS

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DO DITTO

DR DOOR

DH DOUBLE HUNG

DN DOWN

DS DOWN SPOUT

D DRAIN

DWR DRAWER

DWG DRAWING

DWGS DRAWINGS

DF DRINKING FOUNTAIN

DUP DUPLICATOR

DOP DISPERSED OIL PARTICULATE

(E) EXISTING

EXIST EXISTING

ETR EXISTING TO REMAIN

EA EACH

E EAST

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMEGENCY

EG END GUARD

ENGR ENGINEER

EQUIP EQUIPMENT

EQPT EQUIPMENT

EXP EXPANSION

EB EXPANSION BOLT

EJ EXPANSION JOINT

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

FF FINISH FLOOR

FWC FABRIC WALL COVERING

FWS FABRIC WALL SYSTEM

FT FEET / FOOT

FG FINISH GRADE

FV FIELD VERIFY

FIN FINISH

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FP FIRE PROOFING

FRP FIBERGLASS REINFORCED PANEL

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FL FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRMG FRAMING

FURN FURNACE

FTDF FIRE TREATED DOUGLAS FIR

FOF FACE OF FINISH

FOS FACE OF STUD

FLS FIRE LIFE SAFETY

GA GAGE

GALV GALVANIZED

GI GALVONIZED IRON

GEN GENERATOR

GL GLASS

GLB GLASS BLOCK

GB GRAB BAR

GR GRADE

GT GRANITE TILE

GFI GROUND FAULT CIRCUIT INTERRUPT

GUTT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

HR HAND RAIL

HDW HARDWIRE

HD WD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

HT HEIGHT

HPAC HIGH PERMORMANCE

ARHICTECTURAL COATING

HP HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HC HOT AND COLD

HO HOLD-OPEN

HSS HOLLOW STEEL SECTION

IN INCH / INCHES

INFO INFORMATION

ID INSIDE DIAMETER

INS INSULATED

INSUL INSULATION

IR INTEGRAL RESILIENT BASE

INT INTERIOR

ILSM INTERIM LIFE SAFETY MEASURE

JAN JANITOR

JT JOINT

JST JOIST

KG KILOGRAM

KD KNOCK-DOWN FRAME

LL LIVE LOAD

LAB LABORATORY

LAV LAVATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LT LIGHT

LTWT LIGHT WEIGHT

LB POUNDS

LIN. DIFF. LINEAR DIFFUSER

LP LOW POINT

LLV LONG LEG VERTICAL

LVT LUXURY VINYL TILE

M METER

MM MILLIMETER

MACH MACHINE

MAT MATERIAL

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MT MARBLE TILE

MK MARK

MB MARKER BOARD

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

MECH MECHANICAL

MC MEDICINE CHEST

MEMB MEMBRANE

MTL METAL

MFTSM MINERAL-FILLED THERMOPLASTIC

SURFACING MATERIAL

MDF MEDIUM DENSITY FIBERBOARD

MHO MAGNETIC HOLD-OPEN

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

(N) NEW

N NORTH

N/A NOT APPLICABLE

NF NATURAL FINISH

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OF/OI OWNER FURNISHED /

OWNER INSTALLED

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFF OFFICE

OC ON CENTER

OA OUTSIDE AIR

OPP OPPOSITE

OH OPPOSITE HAND

ORCH ORCHESTRA

OP ORNAMENTAL PAINT

OPL ORNAMENTAL PLASTER

OD OUTSIDE DIAMETER

P PAINT

PL PLATE

PNL PANEL

PLAM PLASTIC LAMINATE

PTC PEDESTRIAN TRAFFIC COATING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB PREFABRICATED

PERF PERFORATED

PLUMB PLUMBING

QTY QUANTITY

QT QUARRY TILE

RAD RADIUS

RDWD REDWOOD

REF REFRIGERATOR

REINF REINFORCED

REBAR REINFORCING BAR

REV REVISION

RO ROUGH OPENING

RM ROOM

RA RETURN AIR

RD ROOF DRAIN

RS RESILIENT SHEET FLOORING

REQ REQUIRED

SS STAINLESS STEEL

SMS SHEET METAL SCREW

SC SOLID CORE

SCH SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SLV SHORT LEG VERTICAL

SPR SINGLE PLY ROOFING

SL GL DR SLIDING GLASS DOOR

SP SOLID POLYMER

SAP SOUND ABSORTIVE PANEL

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

S&V STAIN AND VARNISH

STD STANDARD

STL STEEL

STLC STEEL CHANNEL

SEJ SEISMIC JOINT

SJ STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

$ SWITCH

S SOUTH

SYM SYMMETRICAL

SIM SIMILAR

TBD TO BE DETERMINED

TB TACKBOARD

TEL TELEPHONE

THK THICK

TV TELEVISION

TG TEMPERED GLASS

TEMP TEMPORARY

TLT TOILET

TOS TOP OF SLAB

TO TOP OF

TYP TYPICAL

U/S UNDERSIDE

UC UNDER CABINET

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VF/VI VENDOR FURNISHED /

VENDOR INSTALLED

VF/CI VENDOR FURNISHED /

CONTRACTOR INSTALLED

VAC VACUUM

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WASH CLOSET

WD WOOD

WT WEIGHT

WP WATER PROOF

WRB WATER RESISTANT CEMENT BOARD

WWF WELDED WIRE FRAME

WWM WELDED WIRE MESH

WF WIDE FLANGE

W WEST

WD WOOD

YD YARD

DESIGN PHASE A.O.R. S.E.O.R M.E.O.R. E.E.O.R.

35% C.D. (S.D.)

65% C.D. (D.D.)

95% C.D.

100% C.D.

DOCUMENT SUBMISSION QA / QC

Revisions: Date:

ISSUED FOR 35% C.D. 2019-02-06

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04

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

DESIGN PHASE A.O.R. S.E.O.R M.E.O.R. E.E.O.R.

35% C.D. (S.D.)

65% C.D. (D.D.)

95% C.D.

100% C.D.

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

T A

R

NJUNE 2021

C-34131

T A

R

NJUNE 2021

C-34131

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

L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

RENEWAL DATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

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GI-002

DRAWING LIST AND GENERAL NOTES

11/06/20

ARCHITECTURAL

AD-104 LEVEL 4 - DEMO FLOOR PLAN

AD-204 LEVEL 4 - DEMO CEILING PLAN

AE-101 LEVEL 4 & 6 - OVERALL EXISTING PLANS

AE-101I LEVEL 3 & 4 - OVERALL INTERSTITIAL EXISTING PLANS

AE-104 LEVEL 4 - FLOOR PLAN

AE-104A LEVEL 4 & 6 - FLOOR PLANS

AE-104I LEVEL 4 - INTERSTITIAL REMODEL

AE-204 LEVEL 4 - REFLECTED CEILING PLAN

AE-210A EQUIPMENT SCHEDULE

AE-300 SECTIONS AND INTERIOR ELEVATIONS

AE-400 LEVEL 4 - FINISH PLAN

AE-401 FINISH LIST

AE-601 DOOR AND WINDOW SCHEDULES

AE-603 WALL DETAILS

AE-604 WALL DETAILS

AE-605 CEILING DETAILS

AE-606 MISCELLANEOUS DETAILS

AE-607 LUMINOUS WINDOW AND WALL PANEL

AE-608 LEAD LINING DETAILS

AE-609 LEAD LINING DETAILS

MECHANICAL

MH-001 MECHANICAL GENERAL NOTES, LEGEND & ABBREVIATIONS

MH-002 MECHANICAL GENERAL NOTES, LEGENDS

MH-003 MECHANICAL SCHEDULES

MH-100 LEVEL 4 - HVAC ZONING

MH-101 LEVEL 4 - MECHANICAL DEMO PLAN

MH-102 LEVEL 4 - MECHANICAL REMODEL

MH-102I-A LEVEL 4 INTERSTITIAL - MECHANICAL REMODEL

MH-102I-B LEVEL 4 INTERSTITIAL - MECHANICAL REMODEL

MH-103 MECHANICAL PLAN REMODEL

MH-104 LEVEL 4 INTERSTIAL - MECHANICAL PIPING

MH-105 AIRHANDLING UNIT 420 - PATH OF TRAVEL

MH-201 MECHANICAL SECTION

MH-501 SIEMENS EQUIPMENT DETAILS

MH-502 MECHANICAL DETAILS

MH-503 MECHANICAL DETAILS

MH-504 MECHANICAL DETAILS

MH-505 MECHANICAL DETAILS

MH-601 CONTROL DIAGRAMS

MH-602 CONTROL DIAGRAMS

PLUMBING

PL-001 GENERAL NOTES, LEGEND, SCHEDULES & ABBREVIATIONS

PL-101 FOURTH FLOOOR DEMO PLAN - PLUMBING

PL-102 FOURTH FLOOR PLAN - PLUMBING

PL-102.1 LEVEL 4 INTERSTITIAL - PLUMBING REMODEL

PL-301 LEVEL 4 INTERSTITIAL - ENLARGED REMODEL B

PL-501 PLUMBING DETAILS

ELECTRICAL

EP-001 ELECTRICAL GEN NOTES, LEGEND & ABBREVIATIONS

EP-002 LIGHTING FIXTURES SCHEDULE & CALCULATIONS

EP-003 SINGLE LINE DIAGRAM

EP-004 ELECTRICAL PANEL SCHEDULES

EP-005 VOLTAGE DROP CALCULATIONS & LOAD SUMMARY

EP-100 ELECTRICAL 4TH FLOOR - INTERSTITIAL

EP-101 ELECTRICAL 4TH INTERSTITIAL - ENLARGED PLANS

EP-102 ELECTRICAL 4TH FLOOR - AREA OF WORK DEMOLITION

EP-103 4 TH FLOOR - AREA OF WORK REMODEL - LIGHTING

EP-104 4 TH FLOOR - AREA OF WORK REMODEL - POWER

EP-105 ELECTRICAL ENLARGED PLANS

EP-106 ELECTRICAL ENLARGED PLANS

EP-107 4TH FLOOR-AREA OF WORK REMODEL-SIGNAL

EP-300 ELECTRICAL LIGHTING CONTROL

EP-301 ELECTRICAL LIGHTING CONTROL SINGLE LINE DIAGRAM

EP-601 ELECTRICAL DETAILS

DRAWINGS NO. DRAWING NAME

GENERAL

GI-001 COVER SHEET

GI-002 DRAWING LIST AND GENERAL NOTES

GI-003 ADA DETAILS & ADA CODE COMPLIANCE NOTES

GI-005 EXISTING SITE PLAN (FOR REFERENCE)

GI-100 ACCESSIBILITY PATH OF TRAVEL

GI-101 EGRESS PLAN

HA-001 4TH FLOOR - HAZARDOUS MATERIAL ABATEMENT

HA-001.1 4TH FLOOR INTERSTITIAL - HAZARDOUS MATERIAL ABATEMENT

HA-002 PATH TO EXIT - HAZARDOUS MATERIAL ABATEMENT

HA-003 INFECTION CONTROL PROTOCOLS AND CONSTRUCTION PHASING

DRAWINGS LIST

STRUCTURAL

SF1 GENERAL NOTES

SF2 GENERAL NOTES

SF3 4TH FLOOR FRAMING PLANS, EQUIPMENT

SCHEDULE & DETAILS

SF4 LEVEL 4 PARTIAL STRUCTURAL FRAMING PLAN

SF5 SECTIONS AND DETAILS

SF6 SECTIONS AND DETAILS

SF7 SECTIONS AND DETAILS

GENERAL NOTES CONSTRUCTION NOTES

1. CONTRACTOR TO PROVIDE COLOR COPIES OF MARKED-UP RECORD SET PLANS TO OWNER UPON

PROJECT COMPLETION TO BE USED AS AE-BUILTS.

2. IF ANY PART OF EQUIPMENT FURNISHED UNDER THIS CONTRACT REQUIRES SPECIAL TOOLS FOR MAINTENANCE, ADJUSTMENT, SETTINGS OR DISASSEMBLY/REASSEMBLY, THESE TOOLS SHALL BE

FURNISHED WITH EQUIPMENT AS A STANDARD ACCESSORY.

3. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO START

OF CONSTRUCTION.

4. CONTRACTOR TO PATCH AND REPAIR ALL WALLS, FLOORS, CEILINGS AND OTHER ITEMS DAMAGED

DURING CONSTRUCTION TO MATCH EXISTING/INTENDED FUNCTIONS AND CONDITIONS.

5. CONTRACTOR TO LOCATE ALL "VA RETAINED" MATERIAL TO THE EAST LOADING DOCK IN THE

BASEMENT; VETERAN AFFAIRS PROJECT MANAGER WILL COORDINATE LOCATION OF MATERIAL.

6. ALL MATERIAL NOT IDENTIFIED AS "VA RETAINED" IS TO BE REMOVED FROM THE PREMISES BY

CONTRACTOR.

7. REMOVE AND RELOCATE OR REROUTE ANY UTILITIES WHICH PRESENT AN OBSTRUCTION TO

GENERAL CONSTRUCTION FOR THIS PROJECT.

8. ALL UTILITIES SHALL BE ROUTED TO CLEAR OBSTRUCTIONS, MAINTAINING CLEAR ACCESS FROM ANY

CATWALKS OR PATHWAYS AT ALL TIMES.

9. PROVIDE SEISMIC SUPPORT AND BRACING TO ALL UTILITIES AND GENERAL CONSTRUCTION IN THIS

PROJECT.

10. UTILITIES SHALL BE RUN CONCEALED EXCEPT IN UNFINISHED AREAS

11. ALL PENETRATIONS THROUGH FLOORS AND SMOKE BARRIERS SHALL BE TIGHTLY SEALED USING UL APPROVED SYSTEM AS REQUIRED BY SPECIFICATION 07 84 00 FIRESTOPPING. ANY EXISTING

CORE CUTS ARE TO BE FILLED WITH SIMILAR MATERIAL.

12. "WARNING" : ASBESTOS PRESENT IN INTERSTITIAL AREAS IN FIRE PROOFING ON STRUCTURAL

STEEL, OVERSPRAY ON 4-INCH I-BEAMS AND CONCRETE DECKS. CONTRACTOR TO WEAR

RESPIRATOR AND PROTECTIVE COVERALLS IN ACCORDANCE WITH LOCAL, STATE & FEDERAL

REGULATIONS.

13. WARNING" : ASBESTOS PRESENT IN VINYL COMPOSITION FLOOR TILE & MASTIC. CONTRACTOR TO

DISPOSE OF ALL HAZARDOUS WASTE IN ACCORDANCE WITH LOCAL, STATE & FEDERAL

REGULATIONS. CONTRACTOR TO WEAR RESPIRATOR & PROTECTIVE COVERALLS IN ACCORDANCE

WITH LOCAL, STATE & FEDERAL REGULATIONS.

14. CORRIDOR AREAS ARE TO MAINTAIN FIRE PROTECTION BARRIER MATCHING EXISTING CORRIDOR

WALL CONSTRUCTION.

15. CONTRACTOR TO PROVIDE TEMPORARY WALL SEPARATING PUBLIC FROM PROJECT AREA(S).

BARRIER TO BE AIR TIGHT FLOOR TO CEILING WITH SECURED OPENING.

16. (E) HAZARDOUS MATERIALS NOT NOTED ON PLANS BUT DISCOVERED IN SCOPE OF WORK AREA WILL

NEED TO BE REMOVED. CONTRACTOR TO COORDINATE WITH VETERANS AFFAIRS PROJECT

MANAGER FOR REMOVAL OF HAZ. MAT. ITEMS.

17. "WARNING" : RADIOACTIVE EQUIPMENT IS USED WITHIN THE VICINITY OF THIS AREA. CONTRACTOR

TO COORDINATE WITH HOSPITAL AND VETERANS AFFAIRS PROJECT MANAGER TO PREVENT

EXPOSURE TO RADIATION.

DEMOLITION NOTES

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS. SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO

COMMENCING THEIR WORK.

2. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES.

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS INSOFAR AS NECESSARY TO INSTALL THE WORK PROPERLY AND RELATIVE TO THE SURROUNDING CONSTRUCTION. PRIOR TO SUBMISSION OF BIDS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONFLICTS, ERRORS OR OMISSIONS. NO ADDITIONAL CHARGES BY CONTRACTOR SHALL BE ALLOWED FOR DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW

CONSTRUCTION THAT COULD HAVE BEEN IDENTIFIED DURING EXAMINATION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES, AND SHALL COORDINATE ALL

CONSTRUCTION AS INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS.

4. CONTRACTOR SHALL ARRANGE FOR, IN ADVANCE WITH THE VETERANS AFFAIRS PROJECT MANAGER, CONSTRUCTION STORAGE AND STAGING AREAS NECESSARY TO COMPLETE THE WORK. ALL STORAGE AND STAGING AREAS SHALL BE RETURNED TO THE OWNER IN LIKE ORIGINAL CONDITION.

5. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PLACE. DUST POLLUTION AND PREVENTION OF DUST CONTAMINATION OF NON-WORK SPACES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR ON AN ON GOING, DAILY BASIS. THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF CONSTRUCTION WHICH INCLUDES THE NECESSARY ACTIONS TO MAINTAIN THE OPERATION OF THE ADJACENT FUNCTIONS IN ACCORDANCE WITH NFPA 241 (INCLUDING THOSE ONE FLOOR

ABOVE OR BELOW DURING THE CONSTRUCTION PROCESS).

6. THE ARCHITECT/ENGINEER SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

7. IF AT ANY TIME SHOULD ANY CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT / ENGINEER AND VA PM SHALL BE NOTIFIED IMMEDIATELY FOR WRITTEN CLARIFICATION.

8. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTORS RESPONSIBILITY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE

OWNER OR THE ARCHITECT/ENGINEER.

9. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

10. STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS SHALL REVIEW ARCHITECTURAL AND OTHER TRADES DRAWINGS FOR

COORDINATION.

11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CODES, ORDINANCES, AND LAWS REFERENCED HEREIN. ANY DEVIATION FROM, OR DISCREPANCY WITH, THESE CODES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK, ORDERING MATERIALS OR

ESTABLISHING THE CONSTRUCTION SCHEDULE.

12. ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION ONLY. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ALL DIMENSIONS TO BE TAKEN

FROM FACE OF FINISH UNLESS NOTED OTHERWISE.

13. CONTRACTOR SHALL HAVE A DESIGNATED PROJECT REPRESENTATIVE ON SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.

14. CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE DURING CONSTRUCTION.

15. CONTRACTOR SHALL PROVIDE AN APPROPRIATE NUMBER OF PORTABLE FIRE EXTINGUISHERS FOR PROTECTION DURING CONSTRUCTION, PER NFPA 241 .

16. CONTRACTOR SHALL COORDINATE ALL WORK INSIDE AND OUTSIDE LIMITS OF WORK AREA.

17. CONTRACTOR ROUTE OF TRAVEL THROUGHOUT HOSPITAL SITE TO BE APPROVED BY VETERANS AFFAIRS PROJECT MANAGER. IF ROUTE OF TRAVEL OR PERFORMANCE OF WORK AFFECTS ANY REQUIRED EXITWAYS, CONTRACTOR SHALL NEED TO ATTAIN APPROVAL BY VETERANS AFFAIRS PROJECT MANAGER

PRIOR TO CONSTRUCTION.

18. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION WITH THE VETERANS AFFAIRS PROJECT MANAGER, SO THE DISRUPTION OF THE HOSPITAL OPERATIONS WILL BE MINIMIZED. WHERE APPLICABLE AND APPROVED BY A VA REPRESENATIVE- WORK MAY BE PREFORMED AFTER HOURS TO PROVIDE FOR

UNINTERUPTED USE OF HOSPITAL OPERATIONS.

19. CONTRACTOR SHALL WORK AROUND OWNER'S AREAS WHICH NEED TO BE MAINTAINED IN FULL OPERATING CONDITION AT ALL TIMES.

20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES BEFORE COMMENCING WORK, WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

21. ALL UTILITIES SHOWN ON THESE DOCUMENTS ARE A RESULT OF A SITE REVIEW AND A REVIEW OF THE AVAILABLE RECORDS SUPPLIED BY THE OWNER.

CONTRACTOR TO OBTAIN TRUE VERTICAL AND HORIZONTAL DIMENSIONS OF UTILITIES BEFORE BEGINNING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

ANY DAMAGE THERETO, OR FEES RESULTING FROM DAMAGE THERETO.

22. ANY UTILITY SHUTDOWNS REQUIRED SHALL BE REVIEWED WITH THE VETERANS AFFAIRS PROJECT MANAGER, AND SHALL NOTIFY AT MINIMUM 30 DAYS PRIOR

TO PROPOSED SHUTDOWN.

23. PENETRATIONS THROUGH RATED WALLS, FLOORS AND ROOFS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC OF FIRESTOPS: ASTM-E-814. SEE DETAIL 16/AE-604.

24. PENETRATIONS INTO SOUND RATED PARTITIONS OR CEILING ASSEMBLIES SHALL BE SEALED WITH AN APPROVED PERMANENT RESILIENT SEALANT.

ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN INTEGRITY OF THE ACOUSTICAL ASSEMBLY AS SPECIFIED IN DIVISION 7 OF THE SPECIFICATIONS AFTER PERMANENT RESILIANT SEALANT.

25. THE CONTRACTOR SHALL COMPLY WITH DEPARTMENT OF VETERANS AFFAIR HOSPITAL POLICIES PERTAINING TO CONSTRUCTION / RENOVATION.

26. NEW PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED ACCORDING TO CURRENT DODE: REFER TO 2018 IBC CHAPTER 16 OR 2016 EDITION OF

ASCE 7.

27. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION

TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.

28. CUTTING OF HOLES THROUGH CONCRETE SHALL BE BY DIAMOND CORE DRILL OR PNEUMATIC HAMMER. IMPACT ELECTRIC MANUAL HAMMER TYPE DRILLS

WILL NOT BE ALLOWED.

1. ALL ITEMS ON THESE DRAWING INDICATED WITH DASHED LINES ARE EXISTING TO BE REMOVED AS INSTRUCTED IN THE DEMOLITION KEYNOTES. ALL OTHER ITEMS ARE EXISTING TO REMAIN UNLESS

NOTED OTHERWISE.

2. COORDINATE ALL DEMOLITION WORK INDICATED ON THESE DRAWING, INCLUDING THE REMOVAL OF ALL LOOSE, UNUSED OR ABANDONED WIRING, CONDUIT, PIPING, DUCTWORK, SUPPORT WIRES AND

ANCHORS WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION DRAWINGS.

3. USE EXTREME CARE TO AVOID DAMAGING ANY AREA ADJACENT TO THE DEMOLITION WHICH IS NOT

PART OF THE WORK. ANY DAMAGE TO AREAS NOT PART OF THE WORK SHALL BE PATCHED,

REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER, AT NO COST

TO THE OWNER.

4. KEYNOTES SHALL APPLY TYPICALLY TO ALL LIKE CONDITIONS, UNLESS NOTED OTHERWISE.

5. COORDINATE ALL WORK REQUIRED BY MECHANICAL, PLUMBING AND ELECTRICAL

SUBCONTRACTORS. PATCH AND REPAIR WHERE ITEMS ARE REMOVED AND RESTORE TO MATCH

ADJACENT SURFACES. PROVIDE DEMO WORK AS REQUIRED WHERE NEW ITEMS ARE TO BE

INSTALLED IN EXISTING CONDITIONS, AS REQUIRED TO COORDINATE THE WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATION AND/OR

REMOVING EXISTING UTILITIES.

7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND IDENTIFY ALL BEARING

STRUCTURAL ELEMENTS, MECHANICAL, PLUMBING, ELECTRICAL AND ALL OTHER EXISTING SYSTEMS

AND MAKE NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEMS PRIOR TO

COMMENCEMENT OF DEMOLITION.

8. WHERE GYPSUM BOARD IS REMOVED FROM STUDS, NEW GYPSUM BOARD MUST BE REPLACED

WITHIN ONE EIGHT HOUR SHIFT, OR CONTRACTOR SHALL PROVIDE APPROVED FIRE-WATCH.

9. INFECTION CONTROL BARRIERS MUST BE COORDINATED BETWEEN CONTRACTOR AND OWNER., AND

ARE THE RESPONSIBILITY OF THE CONTRACTOR.

10. IN ALL AREAS TO RECEIVE NEW CEILING, PER REFLECTED CEILING PLANS, REMOVE EXISTING

CEILING INCLUDING ALL SUPPORT CHANNELS, WIRES, ANCHORS AND CEILING MOUNTED

ACCESSORIES. REROUTE, RECIRCUIT, TERMINATE OR ABANDON ALL EXISTING SERVICES.

11. IN ALL AREAS OF WORK, CAREFULLY REMOVE ANY EXISTING WALL MOUNTED EQUIPMENT AND

ACCESSORIES SO AS NOT TO DAMAGE. TEMPORARY RELOCATION OF EQUIPMENTT TO BE

COORDINATED WITH VETERANS AFFAIRS PROJECT MANAGER.

12. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN DEMOLISHING ALL FLOORS, WALLS, CEILINGS ETC. HAND DEMOLITION OF THE SPACE MAY BE REQUIRED TO AVOID DAMAGE TO VITAL UTILITY FEATURES RUNNING THROUGH THE SCOPE OF WORK INTO ADJACENT SPACES. THERE MAY BE CONCEALED PIPING, ELECTRICAL, MEDICAL GAS, DUCTWORK ETC. IN THE WALLS, BELOW THE FLOORS AND ABOVE THE CEILINGS THROUGHOUT. ALL SUCH FEATURES SHALL REMAIN PROTECTED-

IN-PLACE. PORTIONS OF EXISTING CONSTRUCTION TO BE REMOVED AS REQUIRED FOR NEW

CONSTRUCTION. ENSURE SYSTEMS SERVING OTHER AREAS OUTSIDE THE RENOVATION SCOPE

REMAIN UNAFFECTED AND OPERATIONAL THROUGHOUT DEMOLITION AND CONSTRUCTION.

LIFE SAFETY NOTES

1. ENSURE EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL RECEIVE TRAINING IF ALTERNATIVE EXITS MUST BE DESIGNATED. BUILDING/AREAS UNDER CONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS AT ALL TIMES. MEANS OF EGRESS IN CONSTRUCTION AREAS ARE

INSPECTED DAILY.

2. FIRE ALARM, DETECTION & SUPPRESSION SYSTEMS ARE NOT TO BE IMPAIRED. A TEMPORARY BUT EQUIVALENT SYSTEM SHALL BE PROVIDED WHEN ANY FIRE

SYSTEM IS IMPAIRED. TEMPORARY SYSTEMS MUST BE INSPECTED AND TESTED MONTHLY.

3. PROVIDE ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE TRAINIED PERSONNEL. CONTRACTOR TO TRAIN STAFF ON LOCATION OF AFS SHUT OFF VALVES

SERVING PROJECT AREA.

4. SMOKING SHALL BE PROHIBITED AT ALL TIMES, IN OR ADJACENT TO ALL CONSTRUCTION AREAS. NO SMOKING ON STATION.

5. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL PRACTICES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS. COMPLY WITH NFPA 241.

6. INCREASE SURVEILLANCE OF BUILDINGS, AND EQUIPMENT WITH SPECIAL ATTENTION TO EXCAVATIONS, CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELD OFFICES.

7. PROVIDE TEMPORARY DIRECTIONAL SIGNAGE APPROVED BY VETERANS AFFAIRS PROJECT MANAGER.

FIRE PROTECTION

FP-001 FIRE PROTECTION NOTES, LEGEND AND ABBREVIATIONS

FP-204 LEVEL 4 - FIRE PROTECTION FLOOR PLAN

SIEMENS REFERENCE DRAWINGS

DRAWING NO. DRAWING NAME

QH-101 ARCHITECTURAL EQUIPMENT PLAN, NOTES AND LEGEND

QH-102 SAFETY/SERVICE CLEARANCE PLAN, NOTES AND DETAILS

QH-103 STRUCTURAL FLOOR PLAN, NOTES AND DETAILS

QH-104 STRUCTURAL CEILING PLAN AND DETAILS

QH-105 STRUCTURAL NOTES

QH-106 MECHANICAL PLAN AND DETAILS

QH-107 MECHANICAL DETAILS

QH-108 ELECTRICAL RACEWAY PLAN, LEGEND AND NOTES

QH-109 ELECTRICAL DIMENSION PLAN AND LEGEND

QH-110 POWER REQUIREMENTS, SCHEDULE, DIAGRAM, NOTES AND DETAILS

Revisions: Date:

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04

L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

ABAAS FIGURE 403.5.1

CLEAR WIDTH FOR AN

ACCESSIBLE ROUTE

ABAAS FIGURE 304.3.2

T-SHAPED TURNING SPACE

M A

X

M

IN

M A

X

M

IN

12"

MIN

36" MIN 12"

MIN

M

IN

" M

IN

ABAAS FIGURE 305.5

POSITION OF CLEAR FLOOR

32 MIN

36 MIN

32" MIN

36" MIN

M

IN

36" MIN

X

4"

ABAAS FIGURE 305.7.1

MANUEVERING CLEARANCE IN AN

ALCOVE, FORWARD APPROACH

60" MIN

X

ABAAS FIGURE 305.7.1

MANUEVERING CLEARANCE IN AN

ALCOVE, PARALLEL APPROACH

" M

IN

48" MIN

30" MIN

60"

ABAAS 304.3.1

CIRCULAR SPACE.

THE TURNING SPACE

SHALL BE A SPACE

OF 60 INCHES

DIAMETER MINIMUM

5' - 6"

CEILING LINE (WHERE OCCURS)

BUTT HINGE

DOOR LEAF

LIGHT SWITCH. (DASHED LINE

INDICATES LARGER PLATE AT

GANGED SWITCHES)

FINISH FLOOR

DOOR FRAME

HARDWARE SET

ELECTRICAL OUTLET

WALL TELEPHONE/DATA OUTLET

NOTE:

TOP OF SWITCH TO BE AT 48" A.F.F. MAXIMUM. CENTER ALL OTHER DEVICES ON CENTERLINE OF LIGHT SWITCHES. TOP OF SWITCH TO BE AT 40" A.F.F. MAXIMUM WHERE SWITCH IS LOCATED ABOVE A COUNTER.

INSTALL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCH PLATES TO NEAREST STUD LOCATION

AS SCALED ON PLAN, UNLESS DIMENSIONED OTHERWISE.

THERMOSTAT

EVACUATION SIGNAGE

PULLSTATION60

" M

A X

TO

P

O F

S W

IT

C

H P

LA

TE

M

A X

" M

IN

6"

2 3/4"

5" E

Q

E Q

E

Q

CL

CL

CL

CARD READER

NOTE: 4'-0" TO

HIGHEST PORTION

OF ANY OPERABLE

EQUIPMENT (TYP)

CL

(O R

M A

TC

H

B

LD

G S

TD

" M

IN

.-4

4" M

A X

4'

0"

COAT HOOK (ON BACK OF DOOR)

8'

0"

6'

8"

CL

CL

6"

" M

A X

EXIT

SIGN

FIRE

STROBE

FIRE EXTINGUISHER

CABINETDOOR

HANDLE

EDGE OF WALL (WHERE OCCURS)

CL

" M

IN

CL

ELECTRICAL OUTLET

WALL TELEPHONE/DATA OUTLET

8'

6"

" M

A X

CL

LIGHT SWITCHES

(GANG WHERE

POSSIBLE)

SECONDARY

OVERRIDES

GREEN LIGHT

INDICATOR

CL

ABAAS 308.2.1

UNOBSTRUCTED FORWARD REACH

AREA OF

REFUGE

" M

IN

18" MIN

ABAAS 309 OPERABLE PARTS

A B

O V

E C

O U

N

TE

R

X

X

MAX

4"

ABAAS FIGURE 307.2

LIMITS OF PROTRUDING OBJECTS

(F) HINGE APPROACH, PUSH SIDE

" M

IN

36" MIN60

" M

IN

(D) LATCH APPROACH, PULL

SIDE

(A) FRONT APPROACH, PULL SIDE

OF EXT. DOORS

24" MIN

AT EXT. SIDE

" M

IN

MIN

18"

MIN

(C) FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

" M

IN

12"

(B) FRONT APPROACH, PUSH SIDE

" M

IN

(G) HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

" M

IN

MIN

(H) LATCH APPROACH, PULL SIDE

MIN

24"

" M

IN

MIN

24"

(K) LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH CLOSER

ABAAS FIGURE 404.2.4.1

MANUEVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

(E) LATCH APPROACH, PULL SIDE

42" MIN

" M

IN

" M

IN

" M

IN

MIN

24"

(J) LATCH APPROACH, PUSH SIDE,

(I) LATCH APPROACH, PULL SIDE

DOOR PROVIDED WITH CLOSER

MIN

24"

" M

IN

36" MIN 36 MINX < 48

180 ° TURN

(EXCEPTION)

180° TURN

" M

IN

42" MIN 42" MINX < 48

" M

IN

ABAAS FIGURE 403.5.2

CLEAR WIDTH AT TURN

(A) FRONT APPROACH

" M

IN

(D) STOP OR LATCH APPROACH

MIN

24"

(C) POCKET OR HINGE APPROACH

" M

IN

MIN

22"

" M

IN

(B) SIDE APPROACH

ABAAS FIGURE 404.2.4.2

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS

1/ 4"

M A

X

ABAAS FIGURE 303.3

BEVELED CHANGE IN LEVEL

ABAAS FIGURE 303.2

VERTICAL CHANGE IN LEVEL

1/ 4" .

1/ 4" . 1/

2" .

TO

EXIT

EXIT

EXIT

EXIT

ROUTE

STAIR

DOWN

" T

Y P

IC

A

L

CL

1/8"

THK

1/8"

THK

(3")

(3

(1

(3 /8

(7

/8

(3")

(3")(3") (5

/8

(3

(1

(3 /8

(7

/8

(5 /8

(3

(1

(3 /8

(7

/8

(5 /8

(1

(7 /8

(5

/8

(4

(7 /8

(3

/8

ALL LOBBY AREAS WITH DOOR

LEADING INTO RATED CORRIDOR

TO BUILDING EXIT

AT EXITS LEADING TO

EXTERIOR OF BUILDING

AT ROOM / AREA EXITS LEADING

INTO RATED CORRIDORS TO

BUILDING EXITS

AT CORRIDOR SIDE OF EXIT

STAIRS ON ALL UPPER FLOORS

SIGNS SHALL COMPLY WITH SECTION 11B-703. WHERE BOTH VISUAL AND TACTILE CHARACTERS

ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO

SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE

PROVIDED.

RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN

BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN

ACCORDANCE WITH SECTION 11B-703.4. RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM)

MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE UPPERCASE. CHARACTERS

SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY

DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS SHALL BE SELECTED FROM FONTS

WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT

MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. CHARACTER HEIGHT MEASURED

VERTICALLY FROM THE BASELINE OF THECHARACTER SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND

2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”. STROKE

THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF

THE CHARACTER.

BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE

11B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED

BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS

OF THE ALPHABET, INITIALS, AND ACRONYMS. BRAILLE SHALL BE POSITIONED BELOW THE

CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-

LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE

SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER

TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND

DECORATIVE ELEMENTS.

TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE

FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE

CELLS AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE,MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.

WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE

THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN

IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO

THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE

OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON

THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED

SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES (457 MM)

MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY

DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE

PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE

ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING

EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF

EGRESS TRAVEL.

FIN.

FLOOR

2018 IBC 1013.4 AND ICC A117.1

4'

0"

DOOR

OPENER

RTP PALLETSOAP

DISPENSER

TOWEL

DISPENSER

SHARP

CONTAINER

EPOTELVALVE

BOX

NURSE

CALL

MEDICAL

GAS ALARM

THERMOSTAT TEMPERATURE

SWITCH

1/4" = 1'-0"ACCESSIBLE ROUTES 3

1/2" = 1'-0"DEVICE MOUNTING HEIGHTS 1

1/2" = 1'-0"LIMITS OF PROTRUDING OBJECTS 8 1/4" = 1'-0"MANEUVERING CLEARANCES 2

1/4" = 1'-0"CLEAR WIDTH OF AN ACCESSIBLE ROUTE 6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

A S

D -N u c-

M e d

A

R C

H -C e n tr a l_

R T

V m a ri lo u .f ra n ci sc o .r vt

/3

/2

:1

:5

P

M

GI-003

ADA DETAILS & ADA CODE COMPLIANCE

NOTES

11/06/20

1/4" = 1'-0"MANEUVERING CLEARANCES 7

1/4" = 1'-0"CHANGES IN FLOOR LEVEL 5

3" = 1'-0"TACTILE EXIT SIGNAGE 9

Revisions: Date:

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04

1/2" = 1'-0"MOUNTING HEIGHTS 4

L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

P ar ki ng

L ot

E

VI

LL

A

LA

J O

LL

A

D R

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

#4#3

#7#8

#2

#1

Pedestrian Bridge

Length = Bearing =

Length =B earing =

#5

#6

18 9

Gilman Drive

North Road 14 Parking

Lot - P1 17 19

E as t R oa d

Parking Lot - H

Parking Lot

Parking Lot

Parking Lot

3 5

South Road

VI

LL

A

LA

J O

LL

A

D R

LA JOLLA VILLAGE DR

LA JOLLA VILLAGE DR

S A

N D

IE

G

O F

W Y

S A

N D

IE

G

O F

W Y

PARKING

GARAGE 1

STRUCTURE

PARKING

GARAGE 2

STRUCTURE

28 31

LEGEND

HATCH INDICTATES AREA NOT

INCLUDED IN SCOPE OF WORK

4-5" X 4-5" INTERNATIONAL SYMBOL OF

ACCESSIBILITY

WHEEL STOP

ACCESSIBILITY SIGN PER LOCAL CODES

LOADING AND LANDING ACCESS AISLE /

WALKING AISLE

CURB DETAIL

PATH OF TRAVEL

1. INPATIENT/OUTPATIENT AMBULATORY SERVICES

2. BOILER PLANT & CO-GENERATION

3. WEST FLAGPOLE

5. EAST FLAGPOLE

6. GAS METER PAD

8. OXYGEN STORAGE PAD

9. GAS BOTTLE STORAGE

10. BUS SHELTER

11. SPINAL CORD INJURY

12. EMERGENCY WATER STORAGE

13. VMRF BUILDING

14. MRI BUILDING

16. HAZARDOUS MATERIAL STORAGE BUILDING

17. FINISHES STORAGE METAL BUILDING

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)

27. ADMINISTRATION BUILDING

28. PARKING GARAGE 1 STRUCTURE

31. PARKING GARAGE 2 STRUCTURE

BUILDING SITE LEGEND

V V

V V

VSCOPE OF WORK

LEVEL - 4

SCOPE OF WORK

LEVEL - 6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DESIGN DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

A S

D -N u c-

M e d

A

R C

H -C e n tr a l_

R T

V m a ri lo u .f ra n ci sc o .r vt

/3

/2

:1

:0

P

M

GI-005

EXISTING SITE PLAN

(FOR REFERENCE)

11/06/20

1" = 80'-0"SITE PLAN (FOR REFERENCE) 1

N

Revisions: Date:

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04

MEDICAL

CENTER

L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

RM

EXAM

4286B

RM

EXAM

4286A

RM

EXAM

RM

EXAM

RM

EXAM

OFFICE(S)

OFFICE(S)

OFFICE(S)

437O

OFFICE(S)

OFFICE

4088B

OFFICE(S)

4088A

OFFICE(S)

4088C (S)

OFFICE

4518A

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S) 4081

OFFICE(S)

OFFICE(S)

4086A

OFFICE(S)

OFFICE

OFFICE

OFFICE

4025C

OFFICE

4025B

OFFICE

4025A

OFFICE

4024C

OFFICE

4024B

OFFICE

4024A

OFFICE

OFFICE

OFFICE

OFFICE

PHYS.

4085D

EXAM RM

4085C

EXAM RM

4085B

EXAM RM

EXAM RM

4085A

EXAM RM

EXAM RM

RM

EXAM

OFFICE(S)

OFFICE(S)

OFFICE(S)

RM

EXAM

TOILET(S)

TOI

4006A

PHYSICIAN

PHYSICIAN

4365 4367

HOLDING

RESIDENT

ONE BED

RESIDENT

ONE BED

TELECOM 4156

ANTE RM

STOR.

EQUIP.

BREAK RM

4095A

LAUNDRY

UTILITY

CLEAN

CORR.

CORR.

DAY RM

TOI. (S)

4157A

TOI.

4158A

TOI.

KEEPING

HOUSE

PHYSICIAN

CONFERENCE

SW2-4

STAIR

BREAK

(S)

OFFICE

CONFERENCE 4039

CORR.

SCANNER

PET

LAB

LAB 4064

LAB

TOI.

SHOWER

4070A

RM

EXAM

4070C

LAB

4070D

LAB

CORR.

CORR.

RECEPTION

CORR.

MED

NUC

4070B

TOILET

NURSING

EDUCATION

MULTI OFF.

CORR.

4078B

LAB

COMPUTER

4027B

STOR.

FILM

PHYSICIAN4027A

HAC

SW1-4

STAIR

HAC

4027C

CORR.

SW9-4

STAIR

CORR.

4016A

STOR.

GEN.

THERAPY

RESP

LAB

SIM

OFFICE(S)

CORR.4015A

CONTROL

LOBBY

SW10-4

STAIR

T AND L

PHYS.

4158A

TOI. (M)

4000A

RECEPTION

RESTROOM

(E)

4500A

COUNTER

GAMMA WELL

CORR.

EP LAB

EXAM ROOM

SCRUB RM

ROOM

EQUIPMENT

TRANSFER

CENTER

4039A

OFFICE

RECEPTION

4039A

CORRIDOR

OFFICE(S)

OFFICE(S)

OFFICE

STUDIO

4046B

OFFICE

4046A

STUDIO

STUDIO

ILLUSTRATION

40465A

STUDIO

STUDIO

STUDIO

4049B

STUDIO

40465B

STUDIO

EP LAB

OFFICE

OFFICE(S)

CAB DESK

FEC

2.1

2.1

3.1

3.1

7.1

7.1

9.1

9.1

9.5

9.5

9.4

9.4

G G

G.1 G.1

H H

J J

J.1 J.1

J.5 J.5

J.4 J.4

K K

L L

L.1 L.1

M M

4.2

4.2

403 SF

SCAN

124 SF

EXAM RM

123 SF

COMPUTER RM

29 SF

EQUIPMENT RM

FEC

FEC

51' - 9"

Level 4

51' - 9"

Level 4

39 SF

EQUIPMENT RM

4.3

4.3

4.1

4.1

3.2

3.2

5.1

5.1

5.2

5.2

5.3

5.3

LOBBY

4000B

CORR

CORRIDOR

CORR

5.7

5.7

1. THE BUILDING IS BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM

GENERAL NOTES LEGEND

EXIT SIGN: SINGLE FACE. ARROW INDICATES

DIRECTION

EXIT SIGN: DOUBLE FACE. ARROW INDICATES

DIRECTION

ROOM NAME

ROOM NAME

ROOM NUMBER

ACCESSIBLE PATH OF TRAVEL

FIRE EXTINGUISHER

(E) EXIT SIGNS TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

A S

D -N u c-

M e d

A

R C

H -C e n tr a l_

R T

V m a ri lo u .f ra n ci sc o .r vt

/3

/2

:1

:0

P

M

GI-100

ACCESSIBILITY PATH OF TRAVEL

11/06/20

1/8" = 1'-0"LEVEL 4 - ACCESSIBILITY PATH OF TRAVEL 1

N

Revisions: Date:

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04 L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

EXAM RM

LINEN

(S)

TOILET

CORR.

SCAN

OFFICE(S)

OFFICE(S)

OFFICE(S)

437O

OFFICE(S)

OFFICE

4088B

OFFICE(S)

4088A

OFFICE(S)

4088C (S)

OFFICE

4518A

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S)

OFFICE(S) 4081

OFFICE(S)

OFFICE(S)

4086A

OFFICE(S)

OFFICE

OFFICE

OFFICE

4025C

OFFICE

4025B

OFFICE

4025A

OFFICE

4024C

OFFICE

4024B

OFFICE

4024A

OFFICE

OFFICE

OFFICE

OFFICE

4085D

EXAM RM

4085C

EXAM RM

4085B

EXAM RM

EXAM RM

4085A

EXAM RM

EXAM RM

RM

EXAM

OFFICE(S)

RM

EXAM

TOILET(S)

TOI

4365 4367

HOLDING

BREAK RM

4095A

LAUNDRY

UTILITY

CLEAN

CORR.

CORR.

DAY RM

TOI. (S)

PHYSICIAN

CONFERENCE

SW2-4

STAIR

BREAK

(S)

OFFICE

CONFERENCE 4039

CORR.

SCANNER

PET

LAB

LAB 4064

LAB

TOI.

SHOWER

4070A

RM

EXAM

4070C

LAB

4070D

LAB

CORR.

CORR.

RECEPTION

CORR.

MED

NUC

4070B

TOILET

NURSING

EDUCATION

MULTI OFF.

CORR.

4078B

LAB

COMPUTER

4027B

STOR.

FILM

PHYSICIAN4027A

HAC

SW1-4

STAIR

HAC

4027C

CORR.

SW9-4

STAIR CORR.

4016A

STOR.

GEN.

THERAPY

RESP

LAB

SIM

OFFICE(S)

CORR.4015A

CONTROL

SW10-4

STAIR

T AND L

4158A

TOI. (M)

4000A

RECEPTION

RESTROOM

(E)

4500A

COUNTER

GAMMA WELL

CORR.

EP LAB

EXAM ROOM

SCRUB RM

ROOM

EQUIPMENT

TRANSFER

CENTER

4039A

OFFICE

RECEPTION

4039A

CORRIDOR

OFFICE(S)

OFFICE(S)

OFFICE

STUDIO

4046B

OFFICE

4046A

STUDIO

STUDIO

ILLUSTRATION

40465A

STUDIO

STUDIO

STUDIO

4049B

STUDIO

40465B

STUDIO

EP LAB

OFFICE

OFFICE(S)

2.1

2.1

3.1

3.1

7.1

7.1

9.1

9.1

G G

G.1 G.1

H H

J J

J.1 J.1

J.5 J.5

J.4 J.4

K K

L L

L.1 L.1

M M

403 SF

SCAN

124 SF

EXAM RM

123 SF

COMPUTER RM

18' - 0"

5'

0"

0"

6"

8"

9'

2"

14' - 0"

8' - 5"

8' - 8"

0"

37' - 0"

6' - 6"

29 SF

EQUIPMENT RM

FEC

FEC

51' - 9"

Level 4

51' - 9"

Level 4

1"

39 SF

EQUIPMENT RM

452019"-11"

4.2

4.2

GI5

GI2

GI2

GI2

GI2

GI5

4.3

4.3

4.1

4.1

3.2

3.2

5.1

5.1

5.2

5.2

5.3

5.3

14' - 6"

'-6

12' - 0"

7'

7"

7' - 0"

15' - 0"

2'

0"

9'

4"

3' - 6"

5.7

5.7

EGRESS CALCULATIONS

STAIR WIDTH REQUIREMENTS:

TOTAL OCCUPANTS:

STAIRS PROVIDED:

STAIR WIDTH REQUIRED:

STAIR WIDTH PROVIDED:

EXIT WIDTH REQUIREMENTS:

TOTAL OCCUPANTS

EXITS PROVIDED:

EXIT WIDTH REQUIRED:

EXIT WIDTH PROVIDED:

PATH OF EGRESS MAX LENGTH:

TRAVEL DISTANCE TO NORTHWEST STAIR:

TRAVEL DISTANCE TO SOUTHWEST STAIR:

DEPARTMENT TOTAL AREA:

0.3" PER OCCUPANT

14.1" 56"

0.2" PER OCCUPANT

9.4" 48"

200'-0" 181'-2" 180'-7"

7955 SF NET

8178 SF GROSS

IBC 2018 1005.3.1

IBC 2018 TABLE 1004.5

IBC 2018 TABLE1006.3.2

(GROUP I-2 COMPLYING

WITH SECTION 407.4)

IBC 2018 1005.3.2

IBC 2018 TABLE 1004.5

IBC 2018 TABLE1006.3.2

(GROUP I-2 COMPLYING

WITH SECTION 407.4)

IBC 2018 TABLE 1017.2

1. THE BUILDING IS BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER

SYSTEM

2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT

THE USE OF A SPECIAL KEY OR SPECIAL KNOWLEDGE OR EFFORT

(2018 IBC 1010.1.8)

3. "THE MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL

TIMES THE BUILDING SPACED SERVED BY THE MEANS OF EGRESS IS OCCUPIED." (2018 IBC

1008.2)

4. IN GROUP I-2 OCCUPANCIES WHERE TWO OR MORE EXITS ARE REQUIRED, ON THE

EXTERIOR LANDINGS REQUIRED BY SECTION 1010.1.6, MEANS OF EGRESS ILLUMINATION

LEVELS FOR THE EXIT DISCHARGE SHALL BE PROVIDED SUCH THAT FAILURE OF A SINGLE

LAMP IN A LUMINAIRE SHALL NOT REDUCE THE ILLUMINATION LEVEL ON THAT LANDING TO

LESS THAN 1 FOOTCANDLE (11 LUX).

5. PROVIDE TACTILE ROOM IDENTIFICATION SIGNAGE THROUGHOUT. REFER TO SHEET G-005

6. EXISTING EXIT SIGNS CONTRACTOR TO VERIFY AND TO BE PROVIDED AS REQUIRED.

GENERAL NOTES

LEGEND

COMMON - PATH OF TRAVEL/ TRAVEL DISTANCE

EXIT SIGN: SINGLE FACE. ARROW INDICATES

DIRECTION

EXIT SIGN: DOUBLE FACE. ARROW INDICATES

DIRECTION

FIRE EXTINGUISHER CABINET

ROOM NAME

ROOM NAME

ROOM NUMBER

EXIT ACCESS - PATH OF TRAVEL / TRAVEL

DISTANCE

FEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

A S

D -N u c-

M e d

A

R C

H -C e n tr a l_

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V m a ri lo u .f ra n ci sc o .r vt

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GI-101

EGRESS PLAN

11/06/20

1/8" = 1'-0"LEVEL 4 - EGRESS PLAN 1

NUC-MED DEPARTMENT OCCUPANCY

ROOM NAME

ROOM

NUMBER

AREA

OCCUPANT

LOAD

FACTOR

OCCUPANTS

HAC 4058 36 SF 300 -

LAB 4059 165 SF 200 1

LAB 4062 155 SF 200 1

LAB 4064 119 SF 200 1

EXAM RM 4066 103 SF 100 2

EQUIPMENT RM 4068 29 SF 300 -

EXAM RM 4069 111 SF 100 2

PET SCANNER 4070 673 SF 240 3

EXAM RM 4070A 102 SF 100 2

LAB 4070C 245 SF 200 2

LAB 4070D 66 SF 200 1

GAMMA WELL COUNTER 4500A 59 SF 100 1

EXAM RM 4501 124 SF 100 2

COMPUTER RM 4502 123 SF 300 -

SCAN 4503 403 SF 240 2

CONTROL 4504 170 SF 100 2

SCAN 4505 371 SF 240 1

SCAN 4506 383 SF 240 2

EXAM RM 4507 111 SF 100 2

CLEAN UTILITY 4508 66 SF 300 -

OFFICE 4510 119 SF 100 2

BREAK 4511 175 SF 15 13

CONFERENCE 4513 275 SF 15 19

OFFICE (S) 4514 109 SF 100 2

OFFICE (S) 4515 132 SF 100 2

OFFICE (S) 4517 157 SF 100 2

OFFICE (S) 4518 123 SF 100 2

RECEPTION 4519 374 SF 15 25

EQUIPMENT RM 4520 39 SF 300 -

N

EGRESS KEYNOTES

GI2 PROVIDE SIGN WITH A WORD "EXIT ROUTE". INSTALL ADJACENT TO LATCH SIDE OF

DOOR AT C. TO C. 60" A.F.F. SEE DETAIL 9/G-003.

GI5 EXISTING SIGNAGE: TACTILE EXIT SIGN WITH THE WORDS "EXIT STAIR DOWN, SEE

DETAIL 9/GI-003

Revisions: Date:

ISSUED FOR 35% C.D. 2019-02-06

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

ISSUED FOR CONSTRUCTION 2020-11-06

ISSUED FOR CONSTRUCTION 2020-12-04

L

IC

ENSED ARCH IT

E C

T

S T

A T

E

OF CA L I FO

R N

I AJUNE 2021

MACDONALD

JOSEPH H.

FEC

UPDNUPDN

G G

G.1 G.1

H H

J J

J.1 J.1

J.5 J.5

J.4 J.4

SCAN

COMPUTER

RM

NUCMED

SHOWER

CORRIDOR

TOILET

4070B

LAB

4070D

EXAM RM

4070A

LAB

4070C

RESTROOM

PET

SCANNER

WAITING

CORRIDOR

HAC

LAB

EXAM RM

EXAM RM

TOILET

SCAN

EXAM RM

CLEAN

UTILITY

TOILET

4509OFFICE

BREAK

CONFERENCE

LAB

SHOWER

GAMMA

WELL

COUNTER

4500A

EXAM RM

MIN.

6' - 6"

MIN.

6' - 0"

M

IN

6'

0"

4.2

4.2

4.3

4.3

4.1

4.1

3.2

3.2

5.1

5.1

5.2

5.2

5.3

5.3

EDUCATION

TRAINING

OFFICE

EXAM RM

4085D

OFFICE(S)

COMPUTER

LAB

4078B

CONFERENCE

EMPLOYEE

EDUCATION CENTER

KEYPLAN- LEVEL 4

HA-001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

C U se rs

\M a ri lo u .f ra n ci sc o

\D o cu m e n ts \V

A S

D -N u c-

M e d

A

R C

H -C e n tr a l_

R T

V m a ri lo u .f ra n ci sc o .r vt

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P

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HA-001

4TH FLOOR - HAZARDOUS MATERIAL

ABATEMENT

11/06/20

GENERAL PLAN NOTES:

1. CONTAINMENT BARRIER FOR WORK AREA MUST BE SET UP AND APPROVED BY A

VETERANS' AFFAIRS REPRESENTATIVE, PRIOR TO ANY DEMOLITION OR

CONSTRUCTION. REFER TO SHEET HA-003.

2. ALL HAZARDOUS MATERIAL AND DEBRIS ARE TO BE CONTAINED AND SEALED BEFORE

TRAVELLING OUTSIDE THE SCOPE OF WORK AREA.

3. CONTRACTOR IS TO FOLLOW PATH OF TRAVEL SHOWN ON THESE DRAWINGS FOR

REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS AND DEBRIS. IF A DEVIATION

FROM THE PATH SHOWN HAS BEEN REQUESTED, CONTRACTOR IS TO NOTIFY THE

ARCHITECT OF RECORD AND VETERANS' AFFAIR REPRESENTATIVE.

4. ONLY TAKE DEBRIS THROUGH THE ELEVATOR DESIGNATED ON THE PLANS. IF AN

ALTERNATIVE ELEVATOR HAS BEEN REQUESTED, CONTRACTOR IS TO NOTIFY THE

ARCHITECT OF RECORD AND VETERANS' AFFAIR REPRESENTATIVE. REFER TO PLANS

ON HA-002.

5. ALL DEBRIS IS TO BE TAKEN TO THE LOADING DOCK AT THE NORTH SIDE OF HOSPITAL,

ACCESSED FROM THE BASEMENT FLOOR. AS SHOWN ON THE PLANS. REFER TO PLANS

ON HA-002.

6. REFER TO OTHER DRAWINGS, INCLUDING ARCHITECTURAL DEMO, MECHANICAL,

PLUMBING, ELECTRICAL, AND STRUCTURAL SHEETS FOR FULL SCOPE OF WORK.

RECOMMENDED WORK/ABATEMENT SEQUENCE:

1. SETUP THE CONTAINMENT AT WORK AREAS DEPICTED ON PLANS. PROVIDE NEGATIVE

AIR MACHINES, AND ALLOW TO REACH AT MINIMUM -0.02" WC PRESSURE

DIFFERENTIAL.

2. ERECT THE HARD BARRIERS AROUND WORK AREAS.

3. REMOVE AND HEPA VACUUM CEILING TILES AS REQUIRED BY SCOPE OF WORK

(DEBRIS ATOP CEILING TILES ASSUMED POSITIVE).

4. ABATE FLOOR TILES AND DRYWALL/JOINT COMPOUND AS REQUIRED WITHIN THE AREA

OF WORK.

5. SPOT ABATE FIRE PROOFING ON STRUCTURAL BEAMS AND OTHER STRUCTURAL

MEMBERS ABOVE CEILING IN THE WORK AREAS..

6. REMOVE LEAD-CONTAINING FINISHES THROUGHOUT.

7. AT CONCLUSION OF ABATEMENT, CONDUCT FINAL CLEANUP.

8. VISUAL INSPECTION BY CONSULTANT.

9. ENCAPSULATION OF WORK AREA.

10. FINAL AIR CLEARANCE BY CONSULTANT.

1. HAZARDOUS MATERIAL ABATEMENT PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ON THE BASIS OF EXISTING DOCUMENTS AND SITE INSPECTIONS. 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. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND QUANTITIES OF MATERIALS TO BE REMOVED. PRIOR TO BID.