Atch 2 DRAWINGS Part 1.pdf

A R C H I T E C T

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OF CA L I FOR

N I A

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H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

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VA FORM

2 3 4 5 6 7 8 9 10

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1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

GI001

TITLE SHEET

JM / JT RA / LL

RM #

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VA MEDICAL CENTER SAN DIEGO

4TH FLOOR 4N CARDIOLOGY CATH LAB 2

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA, 92161

ABBREVIATIONS

SYMBOL LEGEND

VICINITY MAP

SHEET INDEXPROJECT TEAM

DEDUCTIVE ALTERNATES

BUILDING INFORMATIONAPPLICABLE CODE

QUALITY CONTROL STATEMENT

X'-XX"

X'-XX"

X'-XX"

CENTERCEN

CLOSETCLO

ASPHALT CONCRETE

PAVING

AC

EXISTING(E)

& AND

NUMBER OR POUND#

COLD WATERCW

BEAMBM

AVG AVERAGE

@ AT

COPPER

CONTROL JOINT

CONTRACT (OR)

CONTINUOUS OR CONTINUE

CONSTRUCTION

CONNECTION

CONCRETE MASONRY UNIT

CONCRETE

COLUMN

CLEAR (ANCE)

CIRCUMFERENCE

CIRCLE

CERAMIC TILE

CERAMIC

CENTIMETER (S)

CEMENT

CEILING HEIGHT

CEILING

CAST IRON

CAST-IN-PLACE CONCRETE

CASEMENT

CARPET (ED)

CALK (ING), CAULK (ING)

CABINET

CPR

CJT

CONTR

CONT

CONST

CX

CMU

CONC

COL

CLR

CIRC

CIR

CT

CER

CM

CEM

CHT

CLG

CI

CIPC

CSMT

CPT

CK

CAB

BUILT UP ROOFING

BUILDING

BRONZE

BOTTOM

BOTH SIDES

BOARD

BLOCKING

BLOCK

BITUMINOUS

BEVELED

BETWEEN

BELOW

BEARING PLATE

BASEMENT

BUR

BLDG

BRZ

BOT

BS

BD

BLKG

BLK

BIT

BVL

BET

BEL

BPL

BSMT

AUTOMATIC

ASPHALT

ARCHITECT (URAL)

APPROXIMATE

ANODIZED

ANCHOR BOLT

ALUMINUM

ALTERNATE

AIR CONDITIONING

AGGREGATE

ADHESIVE

ACOUSTICAL TILE

ACCESS PANEL

ABOVE FINISHED FLOOR

ABOVE

AUTO

ASPH

ARCH

APPROX

ANOD

AB

ALUM.

ALT

A/C

AGG

ADH

ACT

AP

AFF

ABV

PROPERTY LINE

CENTERLINE

PARTITIONPTN

POINTPT

PREFINISHEDPFN

WEST, OR WIDTH, WIDEW

WSH WASHER

WH WATER HEATER

TOB TOP OF BEAM

TOP OF CONCRETETOC

SHOWERSHR

OFFICEOFF

WITHW/

VERIFY IN FIELDVIF

VENT THROUGH ROOFVTR

UNLESS NOTED OTHERWISEUNO

TOP OF PARAPETTOP

TEMPORARYTEMP

SQ IN SQUARE INCH

SF SQUARE FEET

REQUIRE (D)REQ

QUANTITYQTY

PLUMBINGPLBG

NUMBERNO

WROUGHT IRON

WOOD

WITHOUT

WIRE MESH

WIRED GLASS

WINDOW

WELDED WIRE FABRIC

WATERPROOFING

WATER CLOSET

WAINSCOT

WI

WD

W/O

WM

WG

WIN

WWF

WP

WC

WSCT

VINYL TILE

VERTICAL

VENEER

VAPOR BARRIER

VT

VERT

VNR

VB

URINAL

UNFINISHED

UR

UNF

TYPICAL

TREAD

TRANSOM

TOP OF WALL

TOP OF STEEL

TOP OF SLAB

TONGUE & GROOVE

TOILET PAPER DISPENSER

THICK (NESS)

TELEVISION

TELEPHONE

TYP

T

TR

TW

TST

TSL

T&G

TPD

THK

TV

TEL

SYSTEM

SUSPENDED

STRUCTURAL

STORM DRAIN

STORAGE

STEEL

STANDARD

STAINLESS STEEL

SPECIFICATION (S)

SPECIAL

SPEAKER

SOUTH

SOUNDPROOF (ING)

SOLID CORE

SKYLIGHT

SIMILAR

SHELF, SHELVING

SHEET

SECTION

SEALANT

SCHEDULE

SAFETY GLASS

SYS

SUSP

STR

SD

STO

ST

STD

SST

SQ

SPEC

SPL

SPK

S

SP

SC

SKL

SIM

SH

SHT

SEC

SNT

SCH

SFGL

RUBBER TILE

ROUGH OPENING

ROOM

ROOFING

ROOF DRAIN

RISER

RIGHT OF WAY

RIGHT HAND

REVISION (S), REVISED

REMOVE

REINFORCE (D), (ING)

REFRIGERATOR

RADIUS

RBT

RO

RM

RFG

RD

R

ROW

RH

REV

REM

REINF

REFR

RAD

PREFABRICATE (D)

PRECAST CONCRETE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POLYVINYL CHLORIDE

PLYWOOD

PLATE

PLASTIC LAMINATE

PLASTER

PERIMETER

PERFORATE (D)

PARTICLE BOARD

PARKING

PARALLEL

PANIC BAR

PANEL

PAINT (ED)

PFB

PCC

PSI

PSF

PVC

PWD

PL

PLAM

PLAS

PERI

PERF

PBD

PK

PAR

PB

PNL

PNT

OVERALL

OUTSIDE DIAMETER

OPPOSITE

OPEN-WEB JOIST

OPENING

ON CENTER (S)

OA

OD

OPP

OJ

OPG

OC

NOT TO SCALE

NOT IN CONTRACT

NORTH

NOMINAL

NOISE REDUCTION

NATURAL

NTS

NIC

N

NOM

NR

NAT

SQUARE

TFTI TENANT FURNISHED

TENANT INSTALLED

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

GASKET (ED)GKT

GROUNDGND

GYPSUMGYP

GENERALGEN

GROUT

GRADE, GRADING

GLASS BLOCK

GLASS, GLAZING

GENERAL CONTRACT (OR)

GALVANIZED

GAGE, GAUGE

GT

GD

GLB

GL

GC

GALV

GA

HEXAGONALHEX

HTG HEATING

HOURHR

HOT WATERHW

AIR CONDITIONING

HOSE BIBB

HORIZONTAL

HOLLOW CORE

HEIGHT

HEATING/VENTILATION/

HEADER

HARDWOOD

HARDWARE

HANDHOLE

HB

HOR

HC

HT

HVAC

HDR

HWD

HDW

HH

INSUL

INT

INSULATE (D), (ION)

INTERIOR

IN INCH

INSIDE DIAMETERID

J

JC

JT

JANITOR'S CLOSET

JOINT

JOIST

J-BOX JUNCTION BOX

KIT

KO

KITCHEN

KNOCKOUT

L

LAB

LAD

LB

LAM

LAV

LH

LT(G)

LL

LABORATORY

LADDER

LAG BOLT

LAMINATE (D)

LAVATORY

LEFT HAND

LENGTH

LIGHT-(ING)

LIVE LOAD

MB

MH

MFR

MAS

MTL

MAX

MECH

MC

MEMB

MET

MACHINE BOLT

MANHOLE

MANUFACTURE (ER)

MASONRY

MATERIAL (S)

MAXIMUM

MECHANIC (AL)

MEDICINE CABINET

MEMBRANE

METAL

MOE MEANS OF EGRESS

MED MEDIUM

LINEARLIN

MULLION

MOUNT (ED), (ING)

MOLDING, MOULDING

MODULAR

MISCELLANEOUS

MIRROR

MINIMUM

MILLWORK

MILLIMETER (S)

METER (S)

MUL

MT

MLD

MOD

MISC

MIR

MIN

MWK

MM

M

CL

PL

CATHETERIZATIONCATH

KEYNOTE REFERENCE

REVISION

FINISH MATERIAL REFERENCE

EQUIPMENT NUMBER

PARTIAL BULDING SECTION

REFERENCE NUMBER

SHEET NUMBER

WALL OR DETAIL SECTION

REFERENCE NUMBER

SHEET NUMBER

WALL OR DETAIL CALLOUT

REFERENCE NUMBER

SHEET NUMBER

REFERENCE DETAIL

REFERENCE NUMBER

SHEET NUMBER

ELEVATION DETAIL

REFERENCE NUMBER

SHEET NUMBER

ELEVATION REFERENCE

ROOM NAME, NUMBER & AREA

DOOR NUMBER

WINDOW TYPE

PARTITION TYPE

STRUCTURAL GRID REFERENCE

MATCHLINE

LEVEL LINE, CONTROL POINT,

OR DATUM

DIMENSION TO FACE OF STUD

DIMENSION TO CENTER-LINE OF

BUILDING MATERIAL

CLEAR DIMENSION TO

BUILDING MATERIAL

CENTERLINE, PROJECTIONS, EXT.

ELEVATION LINES

PROPERTY LINES, BOUNDARY LINES

HIDDEN, FUTURE, OR EXISTING TO

BE REMOVED

BREAKLINE

NORTH

I HEREBY CERTIFY THAT THE DOCUMENT SHOWN AND MARKED IN THIS SUBMITTAL IS

THAT PROPOSED TO BE INCORPORATED WITH DESIGN PROJECT NUMBER 664-CSI-116,

OBLIGATION 664-C80393, TASK ORDER VA262-16-D-0152 - 36C25818N0585 IS IN

COMPLIANCE WITH THE CONTRACT DOCUMENTS, AND IS SUBMITTED FOR

GOVERNMENT APPROVAL.

PREPARED BY:

DESIGNER OF RECORD (DOR) ERIC DAVY DATE

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS, AS ADOPTED BY THE

GOVERNING AUTHORITIES:

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/).

NFPA 101 LIFE SAFETY CODE, 2018

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

NFPA 1 FIRE CODE, 2018 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 12 STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS, 2018 EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 70 NATIONAL ELECTRIC CODE (NEC), 2017 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 EDITION

NFPA 99 HEALTH CARE FACILITIES CODE, 2018 EDITION

IBC INTERNATIONAL BUILDING CODE, 2018 EDITION (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS)

IPC INTERNATIONAL PLUMBING CODE, 2015 EDITION

OSHA OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS.

EOSH

EMERGENCY / OCCUPATIONAL SAFETY AND HEALTH

VOLUME 29, PART 1910

VOLUME 29, PART 1926

VOLUME 40,

VOLUME 49, PART 397

VA VA FIRE PROTECTION DESIGN MANUAL, 7TH EDITION - DECEMBER 2015

VA VA CONSTRUCTION STANDARDS

VA VA SEISMIC DESIGN REQUIREMENTS, H-18-8

VA

VA DESIGN MANUALS

PG-18-09 SPACE PLANNING CRITERIA

PG-18-10

PG-18-12

PG-18-15 (VOLUME C)

VA VA INTERIOR DESIGN MANUAL

VA VA SURGICAL & ENDOVASCULAR SERVICES DESIGN GUIDE, APRIL, 2016

VA ALERT-CARDIOVASCULAR LABORATORY SERVICES DESIGN GUIDE, APRIL, 2016

VA HVAC DESIGN MANUAL, NOVEMBER 2017

VA PLUMBING DESIGN MANUAL, MAY 2018

CBC CALIFORNIA BUILDING CODE, 2019

CBSC CALIFORNIA MECHANICAL CODE, 2019

CBSC CALIFORNIA PLUMBING CODE, 2019

ASHRAE VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY, STANDARD 62.1-2016

ASHRAE STANDARD 15 - 2007, SAFETY STANDARD FOR REFRIGERATION SYSTEMS

ADAAG ADA ACCESSIBILITY GUIDELINES

ABAAS

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS, INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

GUIDE (PG-18-13) LATEST EDITION

SMACNA DUCT CONSTRUCTION STANDARDS

ACI

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY

(ACI 318)

AISC

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

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION

EPACT ENERGY POLICY ACT OF 2005

DOE

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.

MOU

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.

LOCATION: 4TH FLOOR - NORTH TOWER

AREA OF WORK: 3,550 S.F.

ICRA CLASS IV ABATEMENT AND DEMOLITION OF EXISTING CATH LAB AND ANCILLARY

SPACES FOR THE REMODEL AND INSTALLATION OF A NEW GE IMAGING SYSTEM WITHIN

THE EXISTING CATH LAB AREA ON THE 4TH FLOOR OF BUILDING #1, TO INCLUDE

INTERIOR CONSTRUCTION CONSISTING OF INTERIOR PARTITIONS, CEILINGS,

FLOORING, FINISHES, ASSOCIATED MECHANICAL, PLUMBING AND ELECTRICAL

SYSTEMS REQUIRED FOR COMPLETE INSTALLATION. BUILDING #1 IS CONSTRUCTED IN

ACCORDANCE WITH THE VA HOSPITAL BUILDING SYSTEM AND NOT ONE OF THE

CONVENTIONAL NFPA 220 CONSTRUCTION TYPES.

CONSTRUCTION WILL ALSO INCLUDE INFILLING AN EXISTING LIGHT WELL ABOVE POD D.

EMERGENCY POWER/ SIGNAL AND LIGHTING, SECURITY SYSTEM/MONITORS, SURGICAL

EQUIPMENT, BOOMS, MONITORS, LIGHTS, COMMUNICATION SYSTEMS, SECURITY

SURVEILLANCE AND NURSE CALL SYSTEMS.

REFER TO QH SERIES DRAWINGS FOR EQUIPMENT SPECIFIC INFORMATION.

CONTRACTOR TO PROVIDE ALL CONDUITS, JUNCTION BOXES, WIREWAYS, PLUMBING,

SUPPORTS NECESSARY FOR THE INSTALLATION OF ALL VENDOR FURNISHED AND

OWNER FURNISHED EQUIPMENT.

NO. SHEET NAME

006 ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

E-002 SINGLE LINE DIAGRAMS

E-003 SCHEDULES

E-004 PANEL SCHEDULE

ED-101 ELECTRICAL DEMOLITION PLAN

E-101 INTERSTITIAL ELECTRICAL PLAN

E-102 POWER PLAN

E-103 SYSTEMS PLAN

E-201 LIGHTING PLAN

E-202 LIGHTING PLAN - PHOTOMETRIC

E-301 ELECTRICAL PENTHOUSE PLAN

E-500 DETAILS

E501 DETAILS

007 FIRE PROTECTION

F-001 CODE SUMMARY NOTES

F-002 FIRE PROTECTION NOTES

F-100 LIFE SAFETY FLOOR PLAN

F-200 LIFE SAFETY INTERSTITIAL FLOOR PLAN

FA-101 4TH FLOOR FIRE ALARM PLAN - NEW

FD-101 4TH FLOOR FIRE SPRINKLER PLAN -DEMO

FD-102 4TH FLOOR FIRE ALARM PLAN -DEMO

FS-101 4TH FLOOR FIRE SPRINKLER PLAN

FS-102

4TH FLOOR INTERSTITIAL FIRE

SPRINKLER PLAN

FS-103

3RD FLOOR INTERSTITIAL FIRE

SPRINKLER PLAN

TOTAL: 106

NO. SHEET NAME

001 GENERAL

GI001 TITLE SHEET

GI002 GENERAL INFORMATION

GI003 GENERAL INFORMATION

GI004 SITE PLAN WITH ADA PATH OF TRAVEL

GI005 OVERALL 4TH FLOOR PLAN

GI006 ICRA PLAN

GI007 ILSM & PHASING PLAN

002 ARCHITECTURAL

AD101 4TH FLOOR DEMOLITION PLAN

AD102

4TH FLOOR DEMOLITION REFLECTED

CEILING PLAN

AD103

4TH FLOOR DEMOLITION INTERSTITIAL

PLAN

AE101 4TH FLOOR PLAN

AE102 4TH FLOOR REFLECTED CEILING PLAN

AE103 4TH FLOOR INTERSTITIAL PLAN

AE104 3RD & 5TH FLOOR LIGHT WELL PLANS

AE105 ROOF PLAN & PENTHOUSE PLANS

AE501

EXTERIOR ELEVATION & CATH LAB

SECTIONS

AE601 BUILDING SECTIONS

AE602 BUILDING SECTIONS

AE701 INTERIOR ELEVATIONS

AE702 INTERIOR ELEVATIONS

AE703 INTERIOR ELEVATIONS

AG601 DOOR, WINDOW & LOUVER SCHEDULES

AG602 FINISH PLAN & SCHEDULE

AG603 SIGNAGE PLAN & DETAILS

AG800 WALL TYPES & ROOF DETAILS

AG901 NON-STRUCTURAL FRAMING DETAILS

AG902 FLOOR & WALL DETAILS

AG903 SUSPENDED CEILINGS

AG904 SUSPENDED CEILINGS

AG905 SUSPENDED ACOUSTIC TILE CEILING

AG906 SUSPENDED GYPSUM BOARD CEILING

AG907 SUSPENDED GYPSUM BOARD CEILING

AG908 FRAMED GYPSUM BOARD CEILING

AG909 CASEWORK DETAILS

AG910 ACCESSIBILITY DETAILS

AG911 EQUIPMENT DETAILS

QH101

EQUIPMENT & CONTENTS FLOOR PLAN -

22 DEGREE TABLE

QH201 GE HEALTHCARE EQUIPMENT

QH202 GE HEALTHCARE EQUIPMENT

QH203 GE HEALTHCARE EQUIPMENT

QH204 GE HEALTHCARE EQUIPMENT

QH205 GE HEALTHCARE EQUIPMENT

QH206 GE HEALTHCARE EQUPMENT

QH301 SKYTRON EQUIPMENT

QH302 SKYTRON EQUIPMENT

QH303 SKYTRON EQUIPMENT

QH304 SKYTRON EQUIPMENT

QH305 SKYTRON EQUIPMENT

QH306 SKYTRON EQUIPMENT

QH307 SKYTRON EQUIPMENT

003 STRUCTURAL

S-001

GENERAL STRUCTURAL NOTES AND

ABBREVIATIONS

S-101

PARTIAL THIRD FLOOR REFLECTED

INTERSTITIAL FRAMING PLAN

S-102

PARTIAL FOURTH FLOOR FRAMING

EQUIPMENT PLAN

S-103

PARTIAL FOURTH FLOOR REFLECTED

INTERSTITIAL FRAMING PLAN

S-104 PARTIAL FIFTH FLOOR FRAMING PLAN

S-105 ROOF FRAMING PLAN

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-503 STRUCTURAL DETAILS

S-504 STRUCTURAL DETAILS

S-505 STRUCTURAL DETAILS

004 MECHANICAL

M-001

MECHANICAL GENERAL NOTES AND

LEGENDS

M-002 MECHANICAL SCHEDULES

M-100 MECHANICAL HVAC ZONE PLAN

MD-101 MECHANICAL HVAC FLOOR PLAN - DEMO

MD-102

MECHANICAL HVAC INTERSTITIAL FLOOR

PLAN - DEMO

M-101 MECHANICAL HVAC FLOOR PLAN

M-102

MECHANICAL HVAC INTERSTITIAL FLOOR

PLAN

M-201 MECHANICAL PIPING PLAN

M-302 MECHANICAL HVAC SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-611 MECHANICAL DIAGRAMS

M-701 MECHANICAL CONTROL DIAGRAMS

005 PLUMBING

PD-101

3RD FLOOR INTERSTITIAL PLUMBING

PLAN - DEMO

PD-102 4TH FLOOR PLUMBING PLAN - DEMO

PD-103 4TH FLOOR MEDGAS PLAN - DEMO

P-101

3RD FLOOR INTERSTITIAL PLUMBING

PLAN

P-102 4TH FLOOR PLUMBING PLAN

P-501 PLUMBING AND MEDGAS DETAILS

P-601 PLUMBING RISER DIAGRAM

PG-103 4TH FLOOR MEDGAS PLAN

PG-104 MECHANICAL HVAC ROOF PLAN

OWNER: VA SAN DIEGO HEALTHCARE SYSTEM

3350 LA JOLLA VILLAGE DRIVE,

SAN DIEGO CA 92161

ENGINEERING SERVICES - BLDG 1, RM BB108 (MC138)

CONTACT: MICHAEL DEGNAN

858.642.6298

MICHAEL.DEGNAN@VA.GOV

ARCHITECT: DAVY ARCHITECTURE

1053 10TH AVENUE,

SAN DIEGO CA 92101

CONTACT: JENNIFER TIMMONS

619.238.3811 EXT.34

JTIMMONS@DAVYARCHITECTURE.COM

STRUCTURAL ENGINEER: AARK ENGINEERING

1870 CORDEL COURT STE 202,

EL CAJON CA 92020

CONTACT: AARON STEELE

619.312.6336

STEELE@AARKENGINEERING.COM

MECHANICAL ENGINEER: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: PHILIP BAKER

619.642.2049

PHILLIP.BAKER@COFFMAN.COM

ELECTRICAL ENGINEER: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: RAEJEAN FERRIOLO

619.642.2049

FERRIOLO@COFFMAN.COM

PLUMBING ENGINEER: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: PARKER MATTHEWS

619.232.4673

PARKER.MATTHEWS@COFFMAN.COM

FIRE PROTECTION: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: AMAN SHAH

619.642.2049

SHAH@COFFMAN.COM

HAZARDOUS MATERIAL: ENCORP

16700 VALLEY VIEW AVEUNE, SUITE 100

LA MIRADA, CA 90638

CONTACT: ALEXANDER BLANKEVOORT

714.523.9811

BALEXANDER@ENCORP.NET

RADIOLOGICAL PHYSICIST: VA SAN DIEGO HEALTHCARE SYSTEM

3350 LA JOLLA VILLAGE DRIVE,

SAN DIEGO CA 92161

PHYSICS & ENGINEERING DIVISION

CONTACT: MICHAEL P. ANDRE

858.522.8585 ext. 7792

MICHAEL.ANDRE@VA.GOV

COST ESTIMATING: OCMI

2150 W WASHINGTON ST #203,

SAN DIEGO, CA 92110

CONTACT: MICHEAL MEJIA

619.291.4600

MMEIJIA@OCMI.COM

CATHETERIZATION EQUIPMENT:

GE HEALTHCARE PROJECT IMPLEMENTATION

CONTACT: PHILIP SPENCER

714.824.1941

PHILIP.SPENCER@GE.COM

SKYTRON

PERFORMANCE MEDICAL SOLUTIONS

5355 AVENIDA ENCINAS,

CARLSBAD, CA 92008

CONTACT: GUS YOHNER

760-613-0304

GUS@PERMEDSOL.COM

ROOM NAME

000 SF

REVIEWED BY:

DESIGN QUALITY CONTROL JAMES MURRAY DATE

(DQC) MANAGER

PROJECT LOCATION

3350 LA JOLLA

VILLAGE DRIVE

SAN DIEGO, CA 92161

PROJECT SCOPE

BUILDING NUMBER: 1

YEAR BUILT: 1972

OCCUPANCY: I-2

USE: HOSPITAL

TYPE OF

CONSTRUCTION: 1A

3 HR STRUCTURAL FRAME

2 HR FLOOR CONSTRUCTION

SPRINKLERED: FULLY SPRINKLED

GROUP A

1. HELO UV DISINFECTING FIXTURE

2. MODULAR FABRICATION PER HOSPITAL DESIGN (mfPHD) - FORTRESS

STAINLESS STEEL MODULAR WALL PANEL SYSTEM

3. REVISE LAMINAR FLOW DIFFUSER PLENUM TO ALUMINUM

DELEGATED DESIGN

GE AND SKYTRON DRAWINGS SHOWN ON QH200 AND QH300 SERIES DRAWINGS.

FIRE EXTINGUISHER CABINETFEC

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2019 EDITION

05 / 07 / 2021

05 / 07 / 2021

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

S T

A

T E

OF CA L I FOR

N I A

ER

IC

H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

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ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

GI002

GENERAL INFORMATION

JM / JT RA / LL

GENERAL

1. CONTRACTOR SHALL SUBMIT REQUEST FOR INFORMATION (RFI'S) REGARDING

ANY KNOWN DISCREPANCIES WITH THE CONTRACT DOCUMENTS OR

UNFORESEEN SITE CONDITIONS TO THE VA AND THE ARCHITECT FOR

CLARIFICATION PRIOR TO NOTICE TO PROCEED.

2. DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS, ELEVATIONS

OR DETAILS. ALL DRAWINGS ARE APPROXIMATE AND ARE GIVEN FOR

ESTIMATING PURPOSES

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,

TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY

COMPLETION OF THE WORK.

4. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE VA COR, OTHER VA

PROJECT STAKE HOLDERS, THE ARCHITECT, AND THE CONTRACTOR WITH ALL

OF HIS MAJOR SUBCONTRACTORS SHALL BE HELD IMMEDIATELY AFTER SIGNING

OF THE OWNER-CONTRACTOR AGREEMENT AND PRIOR TO THE START OF ANY

WORK.

5. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO COLUMN CENTERLINE, FACE

OF FINISH PARTITION, FACE OF MASONRY WALLS AND FACE OF EXISTING WALLS.

6. ALL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL CONTRACTOR AS

OUTLINED IN THE GENERAL CONDITIONS OF THE SPECIFICATIONS. PATCHES IN

FINISH SURFACES SHALL MATCH THE ADJACENT SURFACES IN MATERIAL, FINISH

AND QUALITY.

7. NEW WORK EXTENDING EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH

EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED.

8. ALL SOUND RATED WALLS OR PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF

THE STRUCTURE OR DECK ABOVE UNLESS OTHERWISE NOTED. THESE

PARTITIONS SHALL BE ENTIRELY SEALED OFF WITH CLOSURE GASKETS AND/OR

ACOUSTICAL SEALANT AT BOTTOM, TOP, SIDES AND ANT OTHER ABUTMENT

WHERE A SOUND LEAK WOULD OTHERWISE OCCUR. ALL PENETRATIONS SUCH

AS PIPING, CONDUITS, DUCTS, ETC., IN SUCH PARTITIONS SHALL BE PACKED AND

SEALED ALONG THE PERIMETER OF THE PENETRATION.

9. IN THE CASE OF NON-RATED PARTITIONS, CARRY METAL STUDS TO THE

STRUCTURE ABOVE, AND HOLD THE GYPSUM BOARD TO 6" MINIMUM ABOVE THE

FINISHED CEILING.

10. PROVIDE 45 STC RATING BETWEEN PATIENT ROOMS. PRO\/IDE 55 STC RATING

BETWEEN PATIENT ROOM AND PUBLIC SPACE PROVIDED 65 STC RATING

BETWEEN PATIENT ROOM AND SERVICE AREA. PROVIDE 45 STC RATING

BETWEEN PATIENT ROOM AND ACCESS CORRIDOR.

11. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF EQUIPMENT, CASEWORK,

PLUMBING FIXTURES, ETC., ALL DIMENSIONS REFERRING TO THE SPACE WHERE

SUCH ITEMS ARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM SUPPLIED.

12. GENERAL CONTRACTOR AND THE SUBCONTRACTORS THAT AS A SERVICE

PROVIDER TO THE VETERANS AND VETERAN AFFAIRS HEALTHCARE ARE TO

WEAR APPROPRIATE ATTIRE, I.E. CLEAN CLOTHING IN THE COMMON AREA

EXCLUDING THE WORK AREA.

13. CUTTING OF HOLES THROUGH CONCRETE SHALL BE BY DIAMOND CORE DRILL

OR PNEUMATIC HAMMER. IMPACT ELECTRIC MANUAL HAMMER TYPE DRILLS WILL

NOT BE ALLOWED.

14. JACKHAMMER NO HEAVIER THAN 70 LBS SHALL BE USED WHEN REMOVING

LIGHT-WEIGHT LATEX MASTIC CONCRETE TOPPINGS FROM PATIO AREAS.

15. CONTRACTOR TO PROVIDE COLOR COPIES OF MARKED-UP RECORD SET PLANS

TO VA CONTRACTING OFFICER UPON PROJECT COMPLETION.

16. SPECIAL TOOLS: 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.

17. ALL DIMENSIONS ARE APPROXIMATE: CONTRACTOR TO VERIFY FIELD

CONDITIONS PRIOR TO START OF CONSTRUCTION.

18. CONTRACTOR TO PATCH AND REPAIR ALL WALLS, FLOORS, CEILINGS AND OTHER

ITEMS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING/INTENDED

FUNCTIONS AND CONDITIONS.

19. CONTRACTOR TO LOCATE ALL "V.A. RETAINED" MATERIAL TO THE LOCATION

DIRECTED BY VA CONTRACTING OFFICER; VA CONTRACTING OFFICER WILL

COORDINATE WITH CONTRACTOR.

20. ALL MATERIAL NOT IDENTIFIED AS "V.A. RETAINED" IS TO BE REMOVED FROM THE

WORK AREA BY CONTRACTOR.

21. REMOVE AND RELOCATE OR REROUTE ANY UTILITIES WHICH PRESENT AN

OBSTRUCTION TO GENERAL CONSTRUCTION FOR THIS PROJECT.

22. ALL UTILITIES SHALL BE ROUTED TO CLEAR OBSTRUCTIONS, MAINTAINING CLEAR

ACCESS FROM CATWALK AT ALL TIMES.

23. PROVIDE SEISMIC SUPPORT & BRACING TO ALL UTILITIES & GENERAL

CONSTRUCTION IN PROJECT.

24. UTILITIES SHALL BE RUN CONCEALED EXCEPT IN UNFINISHED AREAS.

25. ALL PENETRATIONS THROUGH FLOORS AND SMOKE BARRIERS SHALL BE

TIGHTLY SEALED AND FIRE-STOPPED. ANY EXISTING CORE CUTS ARE TO BE

FILLED WITH SIMILAR MATERIAL USING 12- GAUGE BACKING PLATE. FOR LARGER

OPENINGS REFER TO STRUCTURAL DRAWINGS.

26. CORRIDOR AREAS ARE TO MAINTAIN 2-HR FIRE PROTECTION BARRIER MATCHING

EXISTING CORRIDOR WALL CONSTRUCTION.

27. CONTRACTOR TO PROVIDE 5/8" TYPE "X" GYP. BOARD PAINTED INTERIOR

TEMPORARY WALLS SEPARATING OCCUPIED SPACES FROM PROJECT AREA(S).

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

EXTERIOR, CONTRACTOR TO PROVIDE 3/4" CDX PLYWOOD RATED AND PAINTED

IN ACCORDANCE WITH NFPA 241 FOR TEMPORARY WALLS SEPARATING

OCCUPIED SPACES FROM PROJECT AREA(S). PROVIDE WALK- OFF MATS AT

INTERIOR ENTRY TO PROJECT AREA.

28. PROVIDE 6" SOUND-ATTENUATING BLANKET OVER ALL ROOMS EXCEPT WAITING

AREAS, CORRIDORS AND ROOMS WITH HARD GYPSUM BOARD LIDS. PROVIDE 6"

SOUND-ATTENUATING BLANKET OVER CONFERENCE ROOMS. ALL WALLS SHALL

HAVE SOUND BATTS ACHIEVING STC-44. THE ENCLOSURE IN THE INTERSTITIAL

SPACE SHALL BE STC-45. CAULK AND SEAL ALL WALL PENETRATIONS, AND SEAL

EDGES OF GYPSUM BOARD.

29. SPRAY FIREPROOFING ON ALL STRUCTURAL STEEL MEMBERS ACCORDING TO

FIREPROOFING SCHEDULE.

30. ALL PRODUCTS & MANUFACTURERS SHALL BE VERIFIED WITH VA PM THROUGH

SUBMITTAL PROCESS.

31. DIMENSIONS ARE TO FACE OF STUD/ STRUCTURE U.N.O.

32. PROJECT TO FOLLOW FCA SPREADSHEET REQUIREMENTS.

33. TEMPORARY CONCRETE ON STUD BARRIERS TO BE FINISHED PAINTED WITH

CORE BASE ON THE OUTSIDE.

34. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL CAREFULLY &

THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS,

GRADES, ELEVATIONS & DIMENSIONS OF THE VARIOUS FEATURES OF THE

EXISTING SITE CONDITIONS. ANY DISCREPANCIES &/OR CONDITIONS NEEDING

CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE

BEGINNING WORK.

35. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND

PROPOSED, THAT HAVE BEEN DIVULGED TO THE ARCHITECT, ARE SHOWN ON

THE SITE PLAN.

36. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL BE SOLELY

RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS & REGULATIONS

& SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH CAL

O.S.H.A., THE INDUSTRIAL ACCIDENT COMMISSION OF THE STATE OF CALIFORNIA,

& ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND

REGULATIONS. ALL CONSTRUCTION FABRICATION & INSTALLATIONS SHALL

CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C., C.P.C., C.E.C., &

ANY OTHER FEDERAL, STATE AND LOCAL CODES, REGULATIONS & ORDINANCES

OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT.

37. DUE TO THE REPROGRAPHICS PROCESS, THESE PLANS MAY NOT BE ACCURATE

TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE

SHOWN & IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE

PLANS, SECTIONS, ELEVATIONS OR DETAILS.

38. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF

THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST-CLASS

WORK FOR THE TRADE INVOLVED. THE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY, IN WRITING, OF ANY ALTERNATE, NON-STANDARD, OR UNTESTED

METHOD(S) PROPOSED.

GENERAL CONTINUED

39. THE STRUCTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY

DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO

THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

40. THE CONTRACTOR SHALL CONSULT THE ELECTRICAL, MECHANICAL, & PLUMBING

DRAWINGS FOR LOCATION OF ALL ROUGH OPENINGS THROUGH WALLS & FLOOR

SLABS & NOTIFY THE ARCHITECT OF ANY ITEMS THAT DO NOT CONFORM WITH

THE INTENT INDICATED ON THESE DRAWINGS.

41. THE CONTRACTOR SHALL COORDINATE WITH THE VA'S REPRESENTATIVE FOR

INSTALLATION OF ANY SPECIAL EQUIPMENT NOT SHOWN IN THESE DRAWINGS.

THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH THE VA'S

REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER FOR PROPER SIZE AND

LOCATION OF FOUNDATION OR SLAB DEPRESSIONS, DRAINS, AND WARPS.

42. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE &

PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER

UTILITIES WHERE NEW WORK IS BEING PERFORMED.

43. DIMENSIONS ARE TYPICAL TO FACE OF MASONRY OR CONCRETE AND TO

CENTERLINE OF STUD, UNLESS OTHERWISE NOTED. LARGER SCALE DETAILS

GOVERN OVER SMALLER SCALE DETAILS.

44. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES

AND STUBS TO THE BUILDING(S) AS MAY BE INDICATED ON THE PLANS. THE

CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY LINES (WATER,

SEWER, GAS AND ELECTRICAL) INTO THE BUILDING FROM POINTS AS INDICATED

ON THE PLANS, READY FOR SERVICE.

45. THE CONTRACTOR SHALL COMPLY WITH SAFETY RESTRICTIONS AS REQUIRED

FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE ENTIRE

CONSTRUCTION PROCESS.

46. RUBBISH AND DEBRIS RESULTING FROM THE WORK OF VARIOUS TRADES SHALL

BE REGULATED, COLLECTED AND REMOVED FROM THE PROJECT SITE AND

LEGALLY DISPOSED OF PRIOR TO DELIVERY OF MATERIALS TO THE

CONSTRUCTION ZONE. THE CONTRACTOR SHALL COORDINATE WITH THE VA'S

REPRESENTATIVE FOR AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO

CIRCUMSTANCES SHALL THE CONTRACTOR, HIS SUBCONTRACTORS, OR ANY OF

THEIR EMPLOYEES USE ANY AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUT

PRIOR CLEARANCE FROM THE VA'S REPRESENTATIVE.

47. ANY REVISION OR ADDITIONAL WORK REQUIRED DUE TO FIELD CONDITIONS OR

LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT AND CONTRACTING OFFICER BEFORE PROCEEDING

REGARDLESS OF COST, TIME OR MATERIAL INCREASE.

48. THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY

DAMAGE TO MATERIALS & CONSTRUCTION PREVIOUS TO & DURING

CONSTRUCTION & AFTER INSTALLATION, AS WELL AS EXISTING CONSTRUCTION

ADJACENT TO THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ALL FINISHES & MATERIALS, & FOR REPAIRING AND/OR REPLACING

ALL ITEMS THAT ARE DAMAGED OR SOILED DURING CONSTRUCTION AS

REQUIRED TO THE VA CONTRACTING OFFICER'S APPROVAL AT NO ADDITIONAL

COST TO THE VA.

49. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CODES LISTED UNDER

THE PROJECT DATA HEADING ON THIS SHEET. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND ORDINANCES, CITY OR

STATE, AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY

CONFLICTS OCCUR BETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES,

ORDINANCES, AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.

50. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS

OF BOTH THE VA AND FAR. WORK PERFORMED IN CALIFORNIA SHALL ACCOUNT

FOR THE CALIFORNIA BUILDING CODE AND TITLE 24, CALIFORNIA CODE OF

REGULATIONS (C.C.R.), BUT FEDERAL REGULATIONS SHALL GOVERN.

51. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND FINISHED

PRODUCT MATCHING AND/OR ABUTTING EXISTING CONSTRUCTION IN A NEAT

AND PROFESSIONAL MANNER.

52. ALL ITEMS TO BE REMOVED AND RELOCATED OR REPLACED SHALL BE HANDLED

WITH PROPER CARE AND STORED IN A SAFE LOCATION TO PREVENT DAMAGE,

OR BE REPLACED AT THE CONTRACTOR'S EXPENSE.

53. THE CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS FOR UTILITY

SHUTDOWNS TO THE VA'S REPRESENTATIVE AT LEAST 14 DAYS PRIOR TO THE

EVENT. WORK REQUIRING SHUTDOWNS MAY BE REQUIRED TO BE PERFORMED

OUTSIDE NORMAL WORK HOURS.

54. IF WORK ADJOINS AREAS THAT WILL BE OCCUPIED DURING CONSTRUCTION, THE

CONTRACTOR AND SUBCONTRACTORS SHALL COOPERATE WITH THE VA TO

MAINTAIN CONTINUOUS OPERATION. IF CONFLICTS OCCUR, THE INTERESTS OF

THE VA SHALL GOVERN. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO

MINIMIZE THE IMPACT OF CONSTRUCTION IN AFFECTED AREAS.

55. DUST SCREENS OF EITHER GYP. BOARD AND METAL STUDS IN ACCORDANCE

WITH NFPA 241 SHALL BE MAINTAINED ADJACENT TO & SEPARATING AREAS OF

CONSTRUCTION FROM ADJOINING OCCUPIED AREAS. SCREENS SHALL EXTEND A

DISTANCE TO ALLOW WORK WITHOUT DISRUPTING THE ADEQUATE FUNCTIONING

OF THE FACILITY CIRCULATION. SCREENS SHALL BE RELOCATED AS NECESSARY

FOR EA. PHASE OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH COR

FOR THE SCREEN LOCATIONS.

56. ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE BUILDING MUST BE

MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL ESTABLISH PROCEDURES

TO MINIMIZE CIRCULATION OF CONSTRUCTION PERSONNEL AND MATERIALS

THROUGH OCCUPIED PORTIONS OF THE BUILDING. THE CONTRACTOR SHALL

IMMEDIATELY CLEAN DUST AND DIRT FROM CORRIDOR AREAS NOT PROTECTED

BY DUST SCREENS.

57. STORAGE OF ALL MATERIALS, EQUIPMENT & SUPPLIES SHALL BE LIMITED TO

SCHEDULED AREAS OF WORK IN PROGRESS, OR DESIGNATED EXTERIOR

LOCATIONS APPROVED BY & ARRANGED W/ THE VA CONTRACTING OFFICER.

58. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING,

FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT,

CASEWORK, FURNISHINGS AND ALL OTHER ITEMS AS REQUIRED, INCLUDING BUT

NOT LIMITED TO: TOWEL BARS, GRAB BARS, WINDOW TREATMENT, TELEPHONE

BACKBOARDS, WATER HEATERS, AND CABINETRY.

59. THE GENERAL CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTION OF

MATERIALS OR EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE

CONTRACTING OFFICER.

60. COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, & ALL

OTHER TOUCH-UP COMPLETED TO THE SATISFACTION OF THE VA

REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE.

61. WHERE PAVING, WALKS AND/OR LANDSCAPED AREAS ARE DISTURBED OR

DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED OR REPLACED TO

MATCH EXISTING CONDITIONS AT CONTRACTORS EXPENSE.

62. THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER

UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION

SCHEDULE.

63. ALL GYPSUM BOARD SURFACES, WALLS AND CEILINGS SHALL BE TAPED AND

FEATHERED SMOOTH TO RECEIVE WALL FINISH. ALL WALLS AND CEILINGS SHALL

RECEIVE A MINIMUM OF ONE COAT SEALER AND PAINT TO COVER. WATER

RESISTANT TYPE "GREEN" BOARD SHALL BE USED IN ALL RESTROOMS,

SHOWERS, AND EXTERIOR AREAS.

64. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING

TEMPORARY ELECTRICAL POWER TO THE JOB SITE FOR USE BY ALL

CONSTRUCTION TRADES.

65. ALL SUBCONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE FROM

ALL TRASH AND DEBRIS. THE FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC.

SHALL BE LEFT CLEAN AND READY FOR EITHER THE NEXT TRADE OR

OCCUPANCY.

66. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED AT THE PROJECT SITE

WHICH EXCEED THE QUANTITIES LISTED IN U.B.C. TABLE 3-D AND 3-E.

67. AFTER THE PROJECT IS OCCUPIED, ANY CHANGE IN USE OR OCCUPANCY WHICH

CAUSES AN INCREASE IN OCCUPANT LOAD SHALL COMPLY WITH ALL OF THE

REQUIREMENTS FOR THE INCREASED LOAD.

68. NOT USED

69. THE CONTRACTOR SHALL THOROUGHLY CAULK, FLASH &/OR SEAL AROUND ALL

WALL &/OR ROOF PENETRATIONS THAT ARE MADE AS PART OF THE CONTRACT

WORK TO CREATE A WATERTIGHT CONDITION.

70. ALL EXIT DOORS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF

A KEY OR SPECIAL KNOWLEDGE. FLUSH BOLTS OR SURFACE BOLTS ARE

PROHIBITED (ALSO APPLIES TO GATES).

GENERAL CONTINUED

71. THE MAXIMUM EFFORT REQUIRED TO OPERATE DOORS SHALL NOT EXCEED 5

LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, SUCH PULL OR

PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS, AND AT THE

CENTER PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE

REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED

TO 15 LBS WHEN ALLOWED BY AUTHORITY HAVING JURISDICTION.

72. ALL DOOR HARDWARE TO BE LEVER-TYPE PER STATE OF CALIFORNIA AND SHALL

BE INSTALLED @ 3'-0" A.F.F., UNLESS OTHERWISE NOTED.

73. PROVIDE FLOOR MOUNTED STOPS, 4" MAX. FROM WALL FOR ALL DOORS UNLESS

OTHERWISE NOTED.

74. NOT USED

75. THE PATH OF EXIT TRAVEL SHALL BE IDENTIFIED BY EXIT SIGNS PER C.B.C.

SECTION 1011.3 & 1117B.5. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY

DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO

CLEARLY INDICATE THE DIRECTION OF EXIT TRAVEL. ALL EXIT SIGNS SHALL BE

INTERNALLY ILLUMINATED WITH MINIMUM 6" HIGH LETTERS PER C.F.C. SECTION

12.108(a) AND NFPA 101. THE CONTRACTOR SHALL COORDINATE LOCATION OF

ALL EXIT SIGNS WITH ARCHITECT.

76. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES

ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING

HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT.

77. NO HVAC DUCTS TO HAVE A CROSS SECTIONAL AREA OF 6 SQUARE FEET OR

GREATER.

SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

1. THE DRAWINGS ARE ARRANGED BY DESIGN DESCIPLINE FOR CLARITY. THE

GENERAL CONTRACTOR IS REQUIRED TO PROVIDE ALL OF THE WORK SHOWN

ON ALL OF THE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE.

ARRANGEMENT IS NOT TO DIVIDE THE WORK AMONG THE TRADES. FOR

EXAMPLE A CONDIUT MAY BE REQUIRED FOR EQUIPMENT SHOWN ON QH200

THROUGH QH300 SERIES DRAWINGS, BUT PROVIDED BY AN ELECTRICIAN.

2. THE CONTRACTING OFFICER'S INTERPRETATION OF THE DRAWINGS AND

SPECIFICATIONS WILL BE FINAL, SUBJECT TO THE DISPUTES CLAUSE.

3. LARGE SCALE DRAWINGS SUPERSEDE SMALL SCALE DRAWINGS.

4. DIMENSIONS GOVERN IN ALL CASES. SCALING OF DRAWINGS MAY BE DONE ONLY

FOR GENERAL LOCATION AND GENERAL SIZE OF ITEMS.

5. DIMENSIONS SHOWN OF EXISTING WORK AND ALL DIMENSIONS REQUIRED FOR

WORK THAT IS TO CONNECT WITH EXISTING WORK SHALL BE VERIFIED BY THE

CONTRACTOR BY ACTUAL MEASUREMENT OF THE EXISTING WORK. ANY WORK

AT VARIANCE WITH THAT SPECIFIED OR SHOWN IN THE DRAWINGS SHALL NOT BE

PERFORMED BY THE CONTRACTOR UNTIL APPROVED IN WRITING BY THE

CONTRACTING OFFICER.

6. ALL WORK TO BE CONSIDERED NEW CONSTRUCTION UNLESS NOTED

OTHERWISE.

SPECIAL INSPECTIONS REQUIRED PER IBC 2018

1. SEE SPECIFICATION FOR SPECIAL TESTING AND INSPECTION REQUIREMENTS.

PROJECT SCHEDULE AND PHASING OF THE WORK

1. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY VA COR AN INTERIM

PROJECT SCHEDULE OF HIS OPERATIONS WITH INTERIM PHASING PLANS PRIOR

TO NOTICE TO PROCEED.

2. AREA OF WORK TO BE FULLY ABATED AND CLEAR OF HAZARDOUS MATERIALS

BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL WORK TO BE COMPLETED ON A PER PHASE BASIS. DURING THE

CONSTRUCTION PHASE, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A

SCHEDULE OF HIS OPERATIONS AND PHASING PLAN PRIOR TO STARTING ANY

NEW PHASE.

4. THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF CONSTRUCTION WHICH

INCLUDES THE NECESSARY ACTIONS TO MAINTAIN THE OPERATION OF THE

ADJACENT FUNCTION (INCLUDING ON THE FLOOR ABOVE AND BELOW) DURING

THE CONSTRUCTION PROCESS.

5. THE VA RESIDENT ENGINEER AND THE CONTRACTOR WILL REVIEW THE

CONTRACTOR'S SCHEDULE TO VERIFY MOST EFFICIENT TIMING OF THE

CONTRACT WORK TO AVOID CONFLICTS WITH THE CURRENT OPERATIONS.

6. THE INTENT OF THE PHASING PLANS IS TO PERMIT THE CONTINUAL OPERATION

OF NORMAL ACTIVITIES AT THE VA HEALTHCARE CENTER DURING PROCESS OF

WORK. AT NO TIME SHALL ANY WORK INTERFERE WITH THE VA'S NORMAL

OPERATION WITH OUT PRIOR ACCEPTANCE PRIOR TO START OF THE WORK.

7. CONTRACTOR SHALL PROVIDE TIME BETWEEN CONSTRUCTION PHASES FOR

ACTIVIATION OF INTERIM AND FINAL SPACES, THIS TIME SHALL BE COORDINATED

WITH THE VA COR AND BE INCLUDED IN THE OVERALL PROJECT CONSTRUCTION

SCHEDULE.

8. CONTRACTOR SHOULD BE AWARE THAT IT IS POSSIBLE SCHEDULE

SIMULTANEOUS AND / OR STAGGERED SHUTDOWNS, HOWEVER EACH WILL

REQUIRE A SEPARATE IMPACT PERMIT AND WILL UNDERGO ITS OWN DEDICATED

PROCESS. AS SUCH, THERE ARE NO GUARANTEES WITH REGARDS TO DATE OR

DURATION OF THE SHUTDOWN.

9. SHUTDOWN COORDINATION HAS A 21-DAY NOTICE REQUIREMENT.

10. NO DEMOLITION WILL BEGIN WITHOUT SHUTDOWN COORDINATION AND WRITTEN

AUTHORIZATION TO MOVE FORWARD FROM THE HOSPITAL STAFF. THIS IS

INTENDED TO MINIMIZE DISRUPTIONS IN AN ACTIVE HOSPITAL, AND OUTAGES

MUST BE COORDINATED AS THEY AFFECT PATIENT CARE. FOR CLARITY: EMAIL

TRAFFIC MAY BE CONSIDERED "WRITTEN AUTHORIZATION," BUT ONLY IF IT

ORIGINATES FROM A VA.GOV EMAIL ADDRESS.

11. AS THIS IS AN ACTIVE HEALTHCARE FACILITY SEEING PATIENT ON LIFE-SAFETY

EQUIPMENT, THE CONTRACTOR UNDERSTANDS THAT IT MAY NOT BE POSSIBLE

TO WORK DURING STANDARD DUTY HOURS, AND THAT THIRD-SHIFT LABOR IS

EXPECTED IN ANY PATIENT CARE AREA SO AS TO MINIMIZE DISRUPTION TO

PATIENTS AND THE CARE THAT THEY RECEIVE.

12. UPON RECEIPT OF APPROPRIATE CONTACT INFORMATION AND SHUTDOWN

DATES, THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND

COORDINATING ACCESS TO AFFECTED AREAS BY WORKING WITH THE COR AND

THE VA POLICE.

SUBCONTRACTS & WORK COORDINATION

1. NOTHING CONTAINED IN THIS CONTRACT SHALL BE CONSTRUCTED AS CREATING

ANY CONTRACTUAL RELATIONSHIP BETWEEN ANY SUB CONTRACTOR AND THE

GOVERNMENT. DIVISIONS OR SECTIONS OF SPECIFICATION S ARE NOT

INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING WORK AMONG

SUBCONTRACTORS, OR TO LIMIT WORK PERFORMED BY ANY TRADE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE GOVERNMENT FOR ACTS

AND OMISSIONS OF HIS/HER OWN EMPLOYEES, AND SUBCONTRACTORS AND

THEIR EMPLOYEES.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

COORDINATION OF THE WORK OF THE TRADES, SUBCONTRACTORS, AND

MATERIAL SUPPLIERS.

3. THE CONTRACTOR SHALL, IN ADVANCE OF THE WORK, PREPARE COORDINATION

DRAWINGS SHOWING THE LOCATION OF OPENINGS THROUGH SLABS, THE PIPE

SLEEVES AND HANGER INSERTS, AS WELL AS THE LOCATION AND ELEVATION OF

UTILITY LINES, INCLUDING, BUT NOT LIMITED TO, CONVEYOR SYSTEMS,

PNEUMATIC TUBES, DUCTS, AND CONDUITS AND PIPES 2 INCHES AND LARGER IN

DIAMETER. THESE DRAWINGS, INCLUDING PLANS, ELEVATIONS, AND SECTIONS

AS APPROPRIATE, SHALL CLEARLY SHOW THE MANNER IN WHICH THE UTILITIES

FIT INTO THE AVAILABLE SPACE AND RELATE TO EACH OTHER AND TO EXISTING

BUILDING ELEMENTS. DRAWINGS SHALL BE OF APPROPRIATE SCALE TO SATISFY

THE PREVIOUSLY STATED PURPOSES, BUT NOT SMALLER THAN 3/8-INCH SCALE.

DRAWINGS MAY BE COMPOSITE (WITH DISTINCTIVE COLORS FOR THE VARIOUS

TRADES) OR MAY BE SEPARATE BUT FULLY COORDINATED DRAWINGS (SUCH AS

SEPIAS OR PHOTOGRAPHIC PAPER REPRODUCIBLE) OF THE SAME SCALE.

SEPARATE DRAWINGS SHALL DEPICT IDENTICAL BUILDING AREAS OR SECTIONS

AND SHALL BE CAPABLE OF BEING OVERLAID IN ANY COMBINATION. THE

SUBMITTED DRAWINGS FOR A GIVEN AREA OF THE PROJECT SHALL SHOW THE

WORK OF ALL TRADES THAT WILL BE INVOLVED IN THAT PARTICULAR AREA. SIX

COMPLETE COMPOSITE DRAWINGS OR SIX COMPLETE SETS OF SEPARATE

REPRODUCIBLE DRAWINGS SHALL BE RECEIVED BY THE GOVERNMENT NOT

LESS THAN 20 DAYS PRIOR TO THE SCHEDULED START OF THE WORK IN THE

AREA ILLUSTRATED BY THE DRAWINGS, FOR THE PURPOSE OF SHOWING THE

CONTRACTOR'S PLANNED METHODS OF INSTALLATION. THE OBJECTIVES OF

SUCH DRAWINGS ARE TO PROMOTE CAREFULLY PLANNED WORK SEQUENCE

AND PROPER TRADE COORDINATION, IN ORDER TO ASSURE THE EXPEDITIOUS

SOLUTIONS OF PROBLEMS AND THE INSTALLATION OF LINES AND EQUIPMENT

AS CONTEMPLATED BY THE CONTRACT DOCUMENTS WHILE AVOIDING OR

MINIMIZING ADDITIONAL COSTS TO THE CONTRACTOR AND TO THE

GOVERNMENT. IN THE EVENT THE CONTRACTOR, IN COORDINATING THE

VARIOUS INSTALLATIONS AND IN PLANNING THE METHOD OF INSTALLATION,

FINDS A CONFLICT IN LOCATION OR ELEVATION OF ANY OF THE UTILITIES WITH

THEMSELVES, WITH STRUCTURAL ITEMS OR WITH OTHER CONSTRUCTION ITEMS,

HE/SHE SHALL BRING THIS CONFLICT TO THE ATTENTION OF THE CONTRACTING

OFFICER IMMEDIATELY. IN DOING SO, THE CONTRACTOR SHALL EXPLAIN THE

PROPOSED METHOD OF SOLVING THE PROBLEM OR SHALL REQUEST

INSTRUCTIONS AS TO HOW TO PROCEED IF ADJUSTMENTS BEYOND THOSE OF

USUAL TRADES COORDINATION ARE NECESSARY. UTILITIES INSTALLATION

WORK WILL NOT PROCEED IN ANY AREA PRIOR TO THE SUBMISSION AND

COMPLETION OF THE GOVERNMENT REVIEW OF THE COORDINATED DRAWINGS

FOR THAT AREA, NOR IN ANY AREA IN WHICH CONFLICTS ARE DISCLOSED BY THE

COORDINATION DRAWINGS, UNTIL THE CONFLICTS HAVE BEEN CORRECTED TO

THE SATISFACTION OF THE CONTRACTING OFFICER. IT IS THE RESPONSIBILITY

OF THE CONTRACTOR TO SUBMIT THE REQUIRED DRAWINGS IN A TIMELY

MANNER CONSISTENT WITH THE REQUIREMENTS TO COMPLETE THE WORK

COVERED BY THIS CONTRACT WITHIN THE PRESCRIBED CONTRACT TIME. SEE

THE GOVERNMENT OR ITS REPRESENTATIVES WILL NOT UNDER TAKE TO SETTLE

ANY DIFFERENCES BETWEEN THE CONTRACTOR AND SUBCONTRACTORS OR

BETWEEN SUBCONTRACTORS.

4. THE GOVERNMENT RESERVES THE RIGHT TO REFUSE TO PERMIT EMPLOYMENT

ON THE WORK OR REQUIRE DISMISSAL FROM THE WORK OF ANY

SUBCONTRACTOR WHO, BY REASON OF PREVIOUS UNSATISFACTORY WORK

OR BEHAVIOR ON DEPARTMENT OF VETERANS AFFAIRS PROJECTS OR FOR ANY

OTHER REASON, IS CONSIDERED BY THE CONTRACTING OFFICER TO BE

INCOMPETENT OR OTHER WISE OBJECTIONABLE.

GOVERNING CODES

GENERAL: THE VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES

AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE

MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY

AND THE CONSTRUCTION OF NEXT STRUCTURES. VA DESIGN MANUALS AND MASTER

SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THE VA FOLLOWS ON ITS

PROJECTS:

1. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE AND OTHER GUIDANCE IN THE TECHNICAL

INFORMATION LIBRARY (TIL) HTTP://.CFM.VA.GOV/TIL/

2. 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING INTERNATIONAL

MECHANICAL AND PLUMBING CODES.

3. 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE.

(SEE NOTES BELOW)

4. 2018 NFPA NATIONAL FIRE CODES Y/WITH THE EXCEPTION OF NFPA 5000 AND

NFPA 900 OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA)

STANDARDS.

5. VA SEISMIC DESIGN REQUIREMENTS, H-- 18--8.

6. NATIONAL STANDARD PLUMBING CODE (NSPC).

7. SAFETY CODE FOR ELEVATORS AND ESCALATORS A 17. 1, PUBLISHED BY

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

8. ASME BOILER AND PRESSURE VESSEL CODE.

9. ASNE CODE FOR PRESSURE PIPING.

10. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS), INCLUDING VA

SUPPLEMENT BARRIER FREE DESIGN GUIDE.

11. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (API 318),

PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.

12. MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, PUBLISHED BY THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).

13. ENERGY POLICY ACT OF 2005 (EPACT).

14. DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEY/

FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS

AND NEW L0W RISE RESIDENTIAL BUILDINGS,10 CFR PARTS 433, 434 AND 455.

15. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU).

16. EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL,

ENERGY, TRANSPORTATION MANAGEMENT.

17. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS, STATED IN GENERAL

REQUIREMENTS SECTION 01 010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

18. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY -- ASHRAE STANDARD

62.1 -- 2007, PUBLISHED BY THE AMERICAN S0CIEfY OF HEX\TING, REFRIGERATING AND AIR--CONDITIONING ENGINEERS, INC. SAFETY STANDARD

FOR REFRIGERATION SYSTEMS -- ASHRAE STANDARD 15-- 2007, PUBLISHED BY

THE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-- CONDITIONING

ENGINEERS, INC. GREENlNG THE GOVERNMENT THROUGH LEADERSHIP IN

ENVIRONMENTAL MANAGEMENT-EXECUTIVE ORDER 13148.

19. DESIGN GUIDE FOR HUMIDITY CONTROL IN COMMERCIAL AND INSTITUTIONAL

BUILDINGS; 2001, PUBLISHED BY THE AMERICAN SOCIETY OF HEATING,

REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC.

20. THE JOINT COMMISSION (TJC) ENVIRONMENT OF CARE EMERGENCY

MANAGEMENT AND LIFE SAFETY STANDARDS MENTAL HEALTH ENVIRONMENT OF

CARE CHECKLIST- VHA NATIONAL CENTER FOR PATIENT SAFETY, DEPARTMENT

OF VETERANS AFFAIRS (MOST CURRENT ED.).

HTTP:/PATIENTSAFETY.GOVSAFETYTOPICS.HTML MHEOCC

NOTE:

1. NFPA101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES

WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING,

BUT NOT LIMITED TOO STRUCTURAL STRENGTH, STABILITY, SANITATION,

ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA

BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS

REFERENCED BY NFPA101 IN ORDER TO COMPLY WITH THE ACCREDITATION

REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL

COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND

DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY

NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE

REQUIREMENTS OF THE LATEST EDITION OF THE IBD 0R AS OTHERWISE

ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE

ADDRESSED BY BOTH THE IBC AS Y/ELL AS NFPA 101 OR A DOCUMENT

REFERENCED BY NFPA101, THE REQUIREMENTS OF NFPA 101 0R THE

DOCUMENT REFERENCED BY NFPA101 SHALL BE USED EXCLUSIVELY (THIS

APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND

VA REQUIREMENTS - SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS

AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS; THE

CONFLICT SHALL BE BROUGHT 70 THE ATTENTION OF THE VA. THE RESOLUTION

OF CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA

TO ENSURE A CONSISTENCY SYSTEM WIDE.

AS-BUILTS

1. THE CONTRACTOR SHALL PROVIDE WITH CD / DVD ELECTRONIC COPY OF AS-

BUILT. PER SECTION: 010000 1.14.

DEFERRED APPROVALS

1. INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL

DETAILED PLANS, SPECIFICATIONS, AND ENGINEERING CALCULATIONS HAVE

BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR ENGINEER IN GENERAL

CHARGE OF DESIGN AND SIGNED BY THE ARCHITECT OR PROFESSIONAL

ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY COVERING THE WORK

SHOWN ON A PARTICULAR PLAN OR SPECIFICATION AND APPROVED BY VA

HOSPITAL. DEFERRED ITEMS ARE TO BE COMPLETED PRIOR 70 OCCUPANCY OF

BUILDINGS AFFECTED BY THE DEFERRED WORK.

2. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY

MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR TO INSTALLATION. ALL

COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO

THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE

SUBMITTAL ITEMS.

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U.S. Department of Veterans Affairs

ENGINEER OF RECORD

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APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

GI003

GENERAL INFORMATION

JM / JT RA / LL

DEMOLITION

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND IDENTIFY ALL BEARING

STRUCTURAL ELEMENTS, MECHANICAL, PLUMBING, ELECTRICAL,

COMMUNICATIONS, AND ALL OTHER EXISTING SYSTEMS (AND MAKE NECESSARY

PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEMS) PRIOR TO

COMMENCEMENT OF DEMOLITION.

2. THE CONTRACTOR SHALL REFER TO DRAWINGS FOR EXTENT OF AND

INFORMATION PARTICULAR TO THE REMOVAL OF EXISTING SYSTEMS.

3. ALL SALVAGEABLE ITEMS SHALL BE THE PROPERTY OF THE VA AND SHALL BE

REUSED OR STORED AS DESIGNATED BY THE VA.

4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED

PARTS OF THE MATERIALS AND EQUIPMENT AGAINST DAMAGE FROM ANY

CAUSE DURING THE PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY THE

VA CONTRACTING OFFICER.

5. CONTRACTOR SHALL PROTECT ALL FURNITURE, BOOKS, PLANTS ETC. IN THE

INTERIOR SPACES AND REPAIR /REPLACE AS A RESULT OF THE DEMOLITION AND

NEW CONSTRUCTION TO MATCH EXISTING CONDITIONS.

6. REMOVE EXISTING INTERIOR WALLS OR CEILING WHERE INDICATED AND CUT

GYPSUM BOARD BACK TO STRAIGHT LINES. RESTORE ALL DAMAGED GYPSUM

BOARD WALLS.

7. IF JACK-HAMMERING CORE DRILLING OR CONCRETE SAWING IS TO BE UTILIZED,

IT SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE ONLY WITH THE WRITTEN

APPROVAL OF THE VA RESIDENT ENGINEER AND AT SUCH TIMES AS

DESIGNATED.

8. WHERE EXISTING CONSTRUCTION IS CUT OR OTHER WI SE DISTURBED TO

PERMIT INSTALLATION OF NEW WORK, REPAIR AND PATCH TO MATCH EXISTING

CONSTRUCTION. USE METHODS AND MATERIALS WHICH ARE SIMILAR IN

APPEARANCE AND EQUAL IN QUALITY TO THOSE AREAS BEING REPAIRED.

9. ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS

OR DIFFUSERS, TELEPHONE CABLES, ETC. WILL BE REMOVED BACK TO CLOSEST

FEEDER POINT. DEMOLITION SHALL BE EXECUTED IN CONFORMANCE WITH ALL

CODES AND AS SET FORTH BY THE DEPARTMENT OF VETERANS AFFAIRS.

10. DO NOT COMPROMISE ANY STRUCTURES OR STRUCTURAL ELEMENTS DURING

DEMOLITION. ALL ITEMS ON DEMOLITION DRAWINGS INDICATED WITH DASHED

LINES ARE EXISTING TO BE REMOVED AS INSTRUCTED IN THE DEMOLITION

KEYNOTES. ALL OTHER ITEMS ARE EXISTING TO REMAIN U.N.O.

11. 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.

12. 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 VA CONTRACTING OFFICER &

D.O.R. AT NO COST TO THE VA.

13. KEYNOTES SHALL APPLY TYPICALLY TO ALL LIKE CONDITIONS, U.N.O.

14. COORDINATE ALL WORK REQUIRED BY MECHANICAL, PLUMBING AND

ELECTRICAL SUBCONTRACTORS. PATCH AND REPAIR WHERE ITEMS ARE

REMOVED AND RESTORE TO MATCH ADJACENT SURFACES. PROVIDE

DEMOLITION WORK AS REQUIRED WHERE NEW ITEMS ARE TO BE INSTALLED IN

EXISTING CONDITIONS, AS REQUIRED TO COORDINATE THE WORK.

15. 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.