S02 - Att D. IFC Drawings 1.pdf

A R C H I T E C T

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A UGUST

3 1 , 2

1#C 14152

S T

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T E

OF CA L I FOR

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IA

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

B

A

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.

664-18-333

BLDG #1

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

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1

GI-001

TITLE SHEET, GENERAL NOTES

JM / JT RA / LL

RM #

D

C B

A

MODERNIZE PATHOLOGY DEPT. BLDG. 1

664-18-333

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

ABBREVIATIONS

SYMBOL LEGEND

VICINITY MAP

SHEET INDEX

PROJECT TEAM

DEDUCTIVE ALTERNATES

APPLICABLE 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# 664-18-333, PO# 664-C90290, AE# VA262-16-D-0152, TO#

36C25819N0244, 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. (INCLUDING:29 CRF 1926 OSHA CONSTRUCTION

INDUSTRY REGULATIONS.)

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

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

•• 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.

BUILDING NUMBER: 1 (CONSTRUCTED IN ACCORDANCE WITH THE

VA HOSPITAL BUILDING SYSTEM AND NOT

ONE OF THE CONVENTIONAL NFPA 220

CONSTRUCTION TYPES)

LOCATIONS: 1ST FLOOR - NORTHWEST, BASEMENT,

INTERSTITIAL SPACE, 2ND FLOOR ROOF,

NORTHWEST SITE AND ACCESS.

AREA OF WORK: 17,457 S.F. (1ST FLOOR)

THE PROJECT WILL SATISFY THE COMPLETE ICRA CLASS IV ABATEMENT,

DEMOLITION AND RENOVATION OF THE EXISTING CLINICAL LAB, ANATOMICAL

PATHOLOGY AND ALL AFFECTED ANCILLARY SPACES. THE PROJECT INCLUDES

CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,

COMMUNICATION, FIRE SUPPRESSION AND SPECIALIZED MEDICAL SYSTEMS.

REMOVAL AND REPLACEMENT OF BUILT-IN ELEMENTS, EQUIPMENT, FINISHES, &

SYSTEMS REQUIRED TO SUPPORT THE FUNCTIONAL AREAS:

• CYTOLOGY / HISTOLOGY - ANATOMICAL PATHOLOGY (INCLUDING GROSS

ROOM)

• MICROBIOLOGY (BSL-2 & BSL-3 LABS)

• CORE LAB - CLINICAL PATHOLOGY

• BLOOD BANK/ HEMATOLOGY

• ADMINISTRATIVE AREAS, INCLUDING RESTROOMS, OFFICES, AND STAFF

LOUNGES.

• SUPPORT/UTILITY AREAS, INCLUDING MECHANICAL, ELECTRICAL,

HOUSEKEEPING AND JANITORIAL.

• SEND OUT

THE PHASED PROJECT WILL INCLUDE THE COMPLETE INSTALL AND REMOVAL OF

A MODULAR BUILDING AND TRAILER. THE INTENT OF THE PHASING PLANS IS TO

PERMIT THE CONTINUOUS OPERATION OF REQUIRED ACTIVITIES AT THE VA

HEALTHCARE CENTER DURING THE MODERNIZATION. THE CONTRACTOR IS TO

COMPLETE AND RECEIVE APPROVAL FROM THE VA COR BEFORE STARTUP OF

WORK FOR ANY PHASE. INCLUDING COORDINATION AND PARTICIPATION OF

LICENSING AND COMMISSIONING SERVICES.

*DEFERRED APPROVALS:

• MODULAR BUILDING (MICROBIOLOGY) DESIGN AND ENGINEERING

• MOBILE OFFICE TRAILER (ADMINISTRATION) DESIGN

• PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS

(DEFERRED APPROVALS NEED TO MEET THE SAME CODE REQUIREMENTS AND

GUIDELINES)

*REFER TO SHEET GI-002

OWNER: VA SAN DIEGO HEALTHCARE SYSTEM

3350 LA JOLLA VILLAGE DRIVE,

SAN DIEGO CA 92161

ENGINEERING SERVICES - BLDG 1,

RM BB108 (MC138)

CONTACT: FERNANDO ESTRELLA

858.552.8585 ext. 6178

FERNANDO.ESTRELLA@VA.GOV

ARCHITECT: DAVY ARCHITECTURE

1053 10TH AVENUE,

SAN DIEGO CA 92101

CONTACT: JENNIFER TIMMONS

619.238.3811 EXT.34

JTIMMONS@DAVYARCHITECTURE.COM

CIVIL ENGINEER: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: JON ARENZ

858.536.3100

JON.ARENZ@COFFMAN.COM

STRUCTURAL ENGINEER: AARK ENGINEERING

1870 CORDEL COURT STE 202,

EL CAJON CA 92020

CONTACT: AARON STEELE

619.312.6336

STEELE@AARKENGINEERING.COM

MECHANICAL & PLUMBING COFFMAN ENGINEERS, INC

ENGINEER: 1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: PHILIP BAKER

858.536.3100

PHILLIP.BAKER@COFFMAN.COM

ELECTRICAL ENGINEER: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: RAEJEAN FERRIOLO

858.536.3100

FERRIOLO@COFFMAN.COM

FIRE PROTECTION: COFFMAN ENGINEERS, INC

1455 FRAZEE RD SUITE 600,

SAN DIEGO, CA 92108

CONTACT: DEREK DUVAL

858.536.3100

DEREK.DUVAL@COFFMAN.COM

INDUSTRIAL HYGIENIST: ENCORP

16700 VALLEY VIEW AVENUE, SUITE 100

LA MIRADA, CA 90638

CONTACT: ALEXANDER BLANKEVOORT

714.523.9811

ABLANKEVOORT@ENCORP.NET

COST ESTIMATING: OCMI

2150 W WASHINGTON ST #203,

SAN DIEGO, CA 92110

CONTACT: MICHAEL MEJIA

619.291.4600

MMEIJIA@OCMI.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

GROUP A

1. OFFICE SWING SPACE:

USE UNOCCUPIED SPACE WITHIN FACILITY

FOR TEMPORARY OFFICE SPACE. COST

SAVINGS INCLUDES TRAILER RENTAL AND

ASSOCIATED SITE PREP.

2. EQUIPMENT:

PROVIDE ALL COSTS ASSOCIATED TO

RELOCATION OF EXISTING EQUIPMENT AS

SEPARATE LINE ITEM, BREAKOUT COSTS PER

PHASE.

3. CLERSTORY WINDOWS:

REMOVE CLERSTORY WINDOWS FROM

ADMINISTRATIVE OFFICES. REPLACE WITH

GYPSUM BOARD AND PAINT.

4. NOT USED

5. METAL STUDS:

WHERE PERMITTED BY SPAN TABLES AND IN

STUDS THAT DO NOT SUPPORT BACKING,

PROVIDE 18" GAGE METAL STUDS.

MH-5.03 MECHANICAL DETAILS

MH-5.04 MECHANICAL DETAILS

MH-6.01 MECHANICAL SCHEDULES

MH-6.02 MECHANICAL SCHEDULES

MH-6.03 MECHANICAL SCHEDULES

MH-7.00 MECHANICAL CONTROL DIAGRAMS

MH-7.01 MECHANICAL CONTROL DIAGRAMS

MH-7.02 MECHANICAL CONTROL DIAGRAMS

MH-7.03 MECHANICAL CONTROL DIAGRAMS

MH-7.04 MECHANICAL CONTROL DIAGRAMS

MH-7.05 MECHANICAL CONTROL DIAGRAMS

MH-7.06 MECHANICAL AIRFLOW DIAGRAMS

MH-7.07 MECHANICAL DIAGRAMS

MH-7.08 MECHANICAL DIAGRAMS

10 - PLUMBING

PI-0.01 PLUMBING GENERAL NOTES LEGENDS AND SHEET INDEX

PL-1.01 BASEMENT INTERSTITIAL - ALL PHASE PLUMBING PLAN - DEMO

PL-1.02 LEVEL 1 - OVERALL PLUMBING FIXTURE PLAN - DEMO

PL-1.03 LEVEL 1 INTERSTITIAL - ALL PHASE PLUMBING PLAN - DEMO

PL-1.11 BASEMENT INTERSTITIAL - ALL PHASE PLUMBING PLAN - NEW

PL-1.12 LEVEL 1 - ALL PHASE PLUMBING FIXTURE PLAN - NEW

PL-1.13 LEVEL 1 INTERSTITIAL - ALL PHASE PLUMBING PLAN - NEW

PL-2.01 BASEMENT INTERSITIAL - PLUMBING PLAN - PHASE 2 - DEMO

PL-2.02 LEVEL 1 INTERSTITIAL - PLUMBING PLAN - PHASE 2 - DEMO

PL-2.11 BASEMENT INTERSTITIAL - PLUMBING PLAN - PHASE 2 - NEW

PL-2.12 LEVEL 1 INTERSTITIAL - PLUMBING PLAN - PHASE 2 - NEW

PL-2.21 BASEMENT INTERSTITIAL - PLUMBING PLAN - PHASE 3 - DEMO

PL-2.22 LEVEL 1 INTERSTITIAL - PLUMBING PLAN - PHASE 3 - DEMO

PL-2.31 BASEMENT INTERSTITIAL - PLUMBING PLAN - PHASE 3 - NEW

PL-2.32 LEVEL 1 INTERSTITIAL - PLUMBING PLAN - PHASE 3 - NEW

PL-2.41 BASEMENT INTERSTITIAL - PLUMBING PLAN - PHASE 4 - DEMO

PL-2.42 LEVEL 1 INTERSTITIAL - PLUMBING PLAN - PHASE 4 - DEMO

PL-2.51 BASEMENT INTERSTITIAL - PLUMBING PLAN - PHASE 4 - NEW

PL-2.52 LEVEL 1 INTERSTITITAL - PLUMBING PLAN - PHASE 4 - NEW

PL-5.01 PLUMBING DETAILS

PL-5.02 PLUMBING DETAILS AND DIAGRAMS

PL-5.03 PLUMBING DIAGRAMS

PL-5.04 ENLARGED PLUMBING PLANS

PL-6.01 PLUMBING SCHEDULES

11 - ELECTRICAL

E-0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-0.2 ELECTRICAL GENERAL NOTES

E-1.1 LEVEL 1 - PHASING PLANS

ED-1.1 LEVEL 1 - POWER DEMOLITION PLAN

ED-1.2 LEVEL 1 - LIGHTING DEMOLITION PLANS

EL-1.1 LEVEL 1 - LIGHTING PLAN

EP-1.1 LEVEL 1 - OVERALL POWER PLANS

EP-1.2 LEVEL 1 INTERSTITIAL - POWER PLAN

EP-4.1 LEVEL 1 - POWER PLAN - HISTOLOGY/CYTOLOGY

EP-4.2 LEVEL 1 - POWER PLAN - CORE LAB/BLOOD BANK

EP-4.3 LEVEL 1 - POWER PLAN - MICROBIOLOGY

EP-4.4 LEVEL 1 - POWER PLAN - ADMIN. NORTH

EP-4.5 LEVEL 1 - POWER PLAN - ADMIN. SOUTH

EP-5.1 LEVEL 1 - POWER MECHANICAL PLAN - OVERALL

EP-5.2 LEVEL 2 - POWER MECHANICAL PLAN

EP-5.3 LEVEL 1 - ENLARGED MECH RM. POWER PLAN

EP-6.1 SINGLE LINE DIAGRAM

EP-6.2 SINGLE LINE DIAGRAM

EP-6.3 SINGLE LINE DIAGRAM

EP-6.4 SINGLE LINE DIAGRAM

EP-6.5 ELECTRICAL PANEL SCHEDULES

EP-6.6 ELECTRICAL PANEL SCHEDULES

EP-6.7 ELECTRICAL PANEL SCHEDULES

EP-6.8 ELECTRICAL PANEL SCHEDULES

EP-6.9 MECHANICAL EQUIPMENT SCHEDULES

EP-6.10 ELECTRICAL DETAILS

ES-1.0 ELECTRICAL SITE POWER AND LIGHTING PLAN

ET-1.1 LEVEL 1 - TELECOMMUNICATIONS PLANS

ET-4.1 ENLARGED - TELECOMMUNICATION ROOM

ET-6.1 TELECOMMUNICATION DETAILS

ET-6.2 TELECOMMUNICATION DETAILS

ET-6.3 TELECOMMUNICATION DETAILS

EY-1.1 LEVEL 1 - SYSTEMS PLANS

EY-6.1 SYSTEM DETAILS

12 - FIRE PROTECTION

F-0.1 FIRE PROTECTION SYSTEMS GENERAL SHEET

FD-1.1 LEVEL 1 - FIRE SPRINKLER DEMOLITION PLANS

FD-1.2 LEVEL 1 - FIRE ALARM DEMOLITION PLANS

FD-1.3 LEVEL 1 - INTERSTITIAL - FIRE ALARM DEMOLITION PLANS

FS-1.1 LEVEL 1 - FIRE SPRINKLERS PLANS

FS-1.2 LEVEL 1 INTERSTITIAL - FIRE SPRINKLER PLANS

FA-1.1 LEVEL 1 - FIRE ALARM PLANS

FA-1.2 LEVEL 1 INTERSTITIAL - FIRE ALARM PLANS

Grand total: 231

08 - STRUCTURAL

S-0.1 GENERAL STRUCTURAL NOTES & ABBREVIATIONS

S-0.2 EQUIPMENT ANCHORAGE SCHEDULES

S-1.1 LEVEL 1 FLOOR PLAN - EQUIPMENT PLAN

S-1.2 LEVEL 2 INTERSTITIAL DECK - EQUIPMENT PLAN

S-1.3 LEVEL 2 ROOF PLAN - EQUIPMENT PLAN

S-5.1 STRUCTURAL DETAILS

S-5.2 STRUCTURAL DETAILS

S-5.3 STRUCTURAL DETAILS

S-5.4 STRUCTURAL DETAILS

S-5.5 STRUCTURAL DETAILS

S-6.1 STRUCTURAL DETAILS

S-6.2 STRUCTURAL DETAILS

S-6.3 STRUCTURAL DETAILS

09 - MECHANICAL

MI-0.01 MECHANICAL GENERAL NOTES LEGENDS, AND SHEET INDEX

MS-1.00 MODULAR BUILDINGS MECHANICAL PLANS

MS-1.01 MODULAR BUILDINGS MECHANICAL DIAGRAMS

MS-1.02 MODULAR BUILDINGS MECHANICAL DIAGRAMS

MS-1.03 MODULAR BUILDINGS SPECIFICATIONS

MH-1.01 BASEMENT - ALL PHASE MECHANICAL PIPING PLAN - DEMO

MH-1.02 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA A - DEMO

MH-1.03 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA B - DEMO

MH-1.04 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA C - DEMO

MH-1.05 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA A - DEMO

MH-1.06 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA B - DEMO

MH-1.07 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA C - DEMO

MH-1.08 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM PLAN - DEMO

MH-1.09 LEVEL 1 INTERSTITIAL - ENLARGED SOUTH MECH RM PLAN - DEMO

MH-1.11 BASEMENT - ALL PHASE MECHANICAL PIPING PLAN - NEW

MH-1.12 LEVEL 1 - MECHANICAL HVAC ZONE PLAN

MH-1.13 LEVEL 1 - ALL PHASE HVAC GRD PLAN - NEW

MH-1.14 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA A - NEW

MH-1.15 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA B - NEW

MH-1.16 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PLAN AREA C - NEW

MH-1.17 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA A - NEW

MH-1.18 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA B - NEW

MH-1.19 LEVEL 1 INTERSTITIAL - ALL PHASE HVAC PIPING PLAN AREA C - NEW

MH-1.20 LEVEL 2 - ALL PHASE MECHANICAL ROOF PLAN - NEW

MH-1.21 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM PLAN - NEW

MH-1.22 LEVEL 1 INTERSTITIAL - ENLARGED SOUTH MECH RM PLAN - NEW

MH-2.01 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA A - PHASE 2 - DEMO

MH-2.02 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA B - PHASE 2 - DEMO

MH-2.03 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA C - PHASE 2 - DEMO

MH-2.04 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA A - PHASE 2 - DEMO

MH-2.05 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA B - PHASE 2 - DEMO

MH-2.06 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA C - PHASE 2 - DEMO

MH-2.07 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM - PHASE 2 - DEMO

MH-2.08 LEVEL 1 INTERSTITIAL - ENLARGED SOUTH MECH RM - PHASE 2 - DEMO

MH-2.10 LEVEL 1 - HVAC GRD PLAN PHASE 2 - NEW

MH-2.11 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA A - PHASE 2 - NEW

MH-2.12 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA B - PHASE 2 - NEW

MH-2.13 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA C - PHASE 2 - NEW

MH-2.14 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA A - PHASE 2 - NEW

MH-2.15 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA B - PHASE 2 - NEW

MH-2.16 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA C - PHASE 2 - NEW

MH-2.17 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM - PHASE 2 - NEW

MH-2.18 LEVEL 1 INTERSTITIAL - ENLARGED SOUTH MECH RM - PHASE 2 - NEW

MH-2.21 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA A - PHASE 3 - DEMO

MH-2.22 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA B - PHASE 3 - DEMO

MH-2.23 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA C - PHASE 3 - DEMO

MH-2.24 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA A - PHASE 3 - DEMO

MH-2.25 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA B - PHASE 3 - DEMO

MH-2.26 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA C - PHASE 3 - DEMO

MH-2.27 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM - PHASE 3 - DEMO

MH-2.30 LEVEL 1 - HVAC GRD PLAN - PHASE 3 - NEW

MH-2.31 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA A - PHASE 3 - NEW

MH-2.32 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA B - PHASE 3 - NEW

MH-2.33 LEVEL 1 INTERSTITIAL - HVAC PLAN AREA C - PHASE 3 - NEW

MH-2.34 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA A - PHASE 3 - NEW

MH-2.35 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA B - PHASE 3 - NEW

MH-2.36 LEVEL 1 INTERSTITIAL - HVAC PIPING PLAN AREA C - PHASE 3 - NEW

MH-2.37 LEVEL 1 INTERSTITIAL - ENLARGED NORTH MECH RM - PHASE 3 - NEW

MH-2.50 LEVEL 1 - HVAC GRD PLAN - PHASE 4 - NEW

MH-2.51 LEVEL 1 - INTERSTITIAL HVAC PLAN AREA A - PHASE 4 - NEW

MH-2.52 LEVEL 1 - INTERSTITIAL HVAC PLAN AREA B - PHASE 4 - NEW

MH-2.53 LEVEL 1 - INTERSTITIAL HVAC PLAN AREA C - PHASE 4 - NEW

MH-3.01 MECHANICAL SECTION VIEWS

MH-5.01 MECHANICAL DETAILS

MH-5.02 MECHANICAL DETAILS

01 - GENERAL INFORMATION

GI-001 TITLE SHEET, GENERAL NOTES

GI-002 GENERAL INFORMATION NOTES

GI-003 GENERAL CONSTRUCTION NOTES

GI-004 EXISTING OVERALL SITE PLAN

GI-005 OVERALL BLDG. PLAN - 1ST FLOOR PLAN

02 - GENERAL CONTRACT

GC-001 LEVEL 1 & SITE PHASING PLANS - OVERALL

GC-003 PHASE 2 - ENLARGED ILSM PLANS

GC-004 PHASE 3 - ENLARGED ILSM PLANS

GC-005 PHASE 4 - ENLARGED ILSM PLANS

03 - CIVIL

C-1.0 EXISTING CONDITIONS AND DEMOLITION

C-2.0 LAYOUT AND PAVING PLAN

C-3.0 PRECISE GRADING PLAN

C-4.0 UTILITY PLAN

C-5.0 DETAILS

C-5.1 DETAILS

04 - ARCHITECTURAL SITE

AS-101 ENLARGED SITE PLANS

AS-102 SITE DETAILS

AS-103 MODULAR BUILDINGS PLANS

AS-104 MODULAR BUILDING / MATRIX

05 - LIFE SAFETY

LS-0.1 LIFE SAFETY CODE SHEET

LS-1.1 LEVEL 1 - LIFE SAFETY PLAN

LS-1.2 LEVEL 1 INTERSTITIAL - LIFE SAFETY PLAN

06 - ARCHITECTURAL

AD-101 LEVEL 1 - EXISTING / DEMO FLOOR PLAN

AD-102 LEVEL 1 - EXISTING / DEMO RCP

AD-103 LEVEL 1 - EXISTING / DEMO INTERSTITIAL PLAN

AD-201 LEVEL 2 - EXISTING / DEMO FLOOR & ROOF PLAN

AE-101 LEVEL 1 - FLOOR PLAN

AE-102 LEVEL 1 - REFLECTED CEILING PLAN

AE-103 LEVEL 1 - INTERSTITIAL PLAN

AE-201 LEVEL 2 - FLOOR & ROOF PLAN

AE-501 EXTERIOR ELEVATIONS

AE-502 EXTERIOR ELEVATIONS

AE-601 OVERALL BUILDING SECTIONS

AE-602 OVERALL BUILDING SECTIONS

AE-603 WALL SECTIONS

AE-701 INTERIOR ELEVATIONS

AE-702 INTERIOR ELEVATIONS

AE-703 INTERIOR ELEVATIONS

AE-704 INTERIOR ELEVATIONS

AE-705 INTERIOR ELEVATIONS

AE-706 INTERIOR ELEVATIONS

AE-707 INTERIOR ELEVATIONS

AE-708 INTERIOR ELEVATIONS

AE-709 INTERIOR ELEVATIONS

AE-710 INTERIOR ELEVATIONS

AE-711 INTERIOR ELEVATIONS

AE-712 INTERIOR ELEVATIONS

AE-713 INTERIOR ELEVATIONS

AE-801 DOOR SCHEDULE & TYPES

AE-802 LOUVER, STOREFRONT & WINDOW SCHEDULE & TYPES

AE-900 WALL TYPES & DETAILS

AE-901 NON-STRUCTURAL FRAMING DETAILS

AE-902 FLOOR & WALL DETAILS

AE-903 DOOR & WINDOW DETAILS

AE-904 SUSPENDED CEILINGS

AE-905 SUSPENDED CEILINGS

AE-906 SUSPENDED ACOUSTIC TILE CEILING

AE-907 SUSPENDED GYPSUM BOARD CEILING

AE-908 SUSPENDED GYPSUM BOARD CEILING

AE-909 FRAMED GYPSUM BOARD CEILING

AE-910 BACKING & CASEWORK DETAILS

AE-911 ACCESSIBILITY DETAILS

AE-912 ROOF & MISCELLANEOUS DETAILS

AE-913 VA STANDARD DETAILS

AE-914 VA STANDARD DETAILS

AF-101 FINISH PLAN & SCHEDULE

AF-102 SIGNAGE PLAN & DETAILS

07 - EQUIPMENT

QH-101 EQUIPMENT PLAN & SCHEDULE - OVERALL PLAN

QH-102 EQUIPMENT PLAN & SCHEDULE - HISTOLOGY / CYTOLOGY

QH-103 EQUIPMENT PLAN & SCHEDULE - CORE LAB / BLOOD BANK

QH-104 EQUIPMENT PLAN & SCHEDULE - MICROBIOLOGY

QH-105 EQUIPMENT PLAN & SCHEDULE - ADMIN

QH-106 EQUIPMENT PLAN & SCHEDULE - SEND OUT

INFORMATIONINFO

FACE OF FINISHFOF

FINISH FLOORFF

6. MICROBIOLOGY TRAILER:

PROVIDE SITE WORK COSTS AS SEPARATE

LINE ITEM. PROVIDE ALL OTHER WORK

ASSOCIATED TO MICROBIOLOGY TRAILER AS

SEPARATE LINE ITEM.

7. AC UNIT PLACEMENT:

CONSIDER AC UNITS TO BE LOCATED ON THE

ROOF TO PREVENT HAVING TO OPEN UP

FLOORS FOR INSTALLATION OF EQUIPMENT.

SAVINGS INCLUDES COSTS ASSOCIATED TO

DECK DEMO, DECK INSTALLATION, AND

FRAMING MEMBERS FOR UNKNOWN DECK

CONSTRUCTION.

8. SNEEZE GUARDS:

ELIMINATE SNEEZE GUARDS.

GROUP B CONT'D

3. ELECTRICAL ROUGH-INS:

REMOVE FUTURE ELECTRICAL ROUGH-INS

AS SPECIFIED IN THE VA DESIGN GUIDES.

4. BSL-2 FAN:

REMOVE REDUNDANCY BY PROVIDING

SINGLE EXHAUST FAN SERVING BSL-2.

5. AHU COILS:

ALTERNATE BID COILS SHALL REPLACE THE

COPPER-COPPER COILS INSIDE THE AIR

HANDLING UNITS WITH A CORROSION-

RESISTANT E-COAT ALUMINUM COIL.

6. TERMINAL UNIT REPLACEMENT FOR AIR

CONTROL VALVES:

REPLACE 8 AIR CONTROL VALVES WITH VAV

TERMINAL UNIT BOXES. THE ACV’S AND

THEIR TU REPLACEMENTS ARE IDENTIFIED

ON THE MECHANICAL EQUIPMENT

SCHEDULES.

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

DRAWINGSDWG

NFPA 45 STANDARD ON FIRE PROTECTION FOR LABORATORIES USING CHEMICALS, 2019 EDITION

GROUP B

1. TELECOMM CONDUIT:

REMOVE CABLING CONDUIT FROM WALL

CAVITY THROUGHOUT PROJECT. BUNDLE

CABLES AS ALTERNATE.

2. MC CABLE:

USES OF HOSPITAL RATED MC CABLE

INSTEAD OF METALIC CONDUIT.

NIH BIO SAFETY IN MICROBIOLOGICAL AND BIOMEDICAL LABS (BMBL) 6TH ED

ISSUE FOR CONSTRUCTION

I HEREBY CERTIFY THAT THE DOCUMENT SHOWN AND MARKED IN THIS

SUBMITTAL IS THAT PROPOSED TO BE INCORPORATED WITH DESIGN

PROJECT# 664-18-333, PO# 664-C90290, AE# VA262-16-D-0152, TO#

36C25819N0244, IS IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, AND IS

SUBMITTED FOR GOVERNMENT APPROVAL.

PREPARED BY:

DESIGNER OF RECORD (DOR) ERIC DAVY DATE

REVIEWED BY:

DESIGN QUALITY CONTROL JAMES MURRAY DATE

(DQC) MANAGER

07/09/2021

07/09/2021

ISSUED FOR CONSTRUCTION

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

S T

A

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OF CA L I FOR

N

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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

B

A

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.

664-18-333

BLDG #1

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

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1

GI-002

GENERAL INFORMATION NOTES

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 70 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.

26. CONTRACTOR TO MAINTAIN EXISTING CORRIDOR RATINGS DURING

CONSTRUCTION.

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

WALL SEPARATING OCCUPIED SPACES FROM PROJECT AREA(S). BARRIER TO BE

AIR-TIGHT FLOOR TO CEILING WITH SECURED OPENING. FOR EXTERIOR,

CONTRACTOR TO PROVIDE 5/8" FIRE-RATED DENSGLASS FOR TEMPORARY WALL

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. TEMPORARY CONCRETE ON STUD BARRIERS TO BE FINISHED PAINTED WITH

CORE BASE ON THE OUTSIDE.

33. 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 VA COR BEFORE

BEGINNING WORK.

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

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

THE SITE PLAN.

35. 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.

36. 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.

37. 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 VA COR AND 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 AND AT THE END OF THE WORK SHIFT. 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 PLASTIC CURTAINS OR PLYWOOD PARTITIONS 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. SIDE YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED.

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. ALL PRIMARY ENTRANCES TO THE BUILDING SHALL BE ACCESSIBLE PER NFPA

101. BUILDING ENTRANCES SHALL BE IDENTIFIED BY SIGN WITH THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY, A WHITE FIGURE ON A BLUE

BACKGROUND, PER NFPA 101.

75. THE PATH OF EXIT TRAVEL SHALL BE IDENTIFIED BY EXIT SIGNS PER NFPA 101.

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 NFPA 101, C.F.C. SECTION 12.108(a). THE

CONTRACTOR SHALL COORDINATE LOCATION OF ALL EXIT SIGNS WITH VA COR

AND ARCHITECT PRIOR TO INSTALLATION .

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 MECHANICAL EQUIPMENT, 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. REFER TO SPECIFICATION SECTION: 01 32 16.15

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

BEFORE PROCEEDING WITH CONSTRUCTION.

3. THE INTENT OF THE PROJECT IS TO PERMIT THE CONTINUOUS OPERATION OF

REQUIRED ACTIVITIES AT THE VA HEALTHCARE CENTER DURING CONSTRUCTION.

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

WITHOUT ACCEPTANCE PRIOR TO START OF CONSTRUCTION.

4. ALL WORK TO BE COMPLETED ON A PER PHASE BASIS.

5. 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.

6. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A SCHEDULE DETAILING WORK

PLANS, INCLUDING BUT NOT LIMITED TO, ACTIVATION PRIOR TO STARTING ANY

PHASE. THIS TIME SHALL BE COORDINATED WITH THE VA COR AND BE INCLUDED

IN THE OVERALL PROJECT CONSTRUCTION SCHEDULE.

7. THE VA RESIDENT ENGINEER WILL REVIEW THE CONTRACTOR'S SCHEDULE TO

VERIFY MOST EFFICIENT TIMING OF THE CONTRACT WORK TO AVOID CONFLICTS

WITH THE CURRENT VA OPERATIONS.

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 DR A WIN CS 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

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…