Drawings for Bidding.pdf

STRUCTURAL

ABBREVIATIONS AND NOTES

S-001

RPERNO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

NOTES

S-002

RPERNO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

CART WASH

BG-126

DMB WAITER

EQUIPMENT

BG-125

NEW

CARTLIFT

EXST

DW

AA

BB

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SOILED CARTLIFT

LOWER LEVEL PLAN

SF101-S

RPER

AA

BB

ENTRY

VESTIBULE

1H-104

PRV

CONS

1H-103

NEW

CARTLIFT

EXST

DW

IN-PATIENT

PHARMACY

1H-108

WORK

1H-101

PATIENT DROP

OFF

1H-108A

AA

BB

INTERSTITIAL 1.1

1.1A-101

NEW

CARTLIFT EXST

DW

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SOILED CARTLIFT

LEVEL 1 & INTERSTITIAL PLANS

SF111-S

SOILED

HOLDING

2A-112

LIGHT

ROOM

2A-121

STAFF ANESTH

2A-103

STAFF ANESTH

2A-105

NEW

CARTLIFT

EXST

DW

AA

BB

INTERSTITIAL 2.1

1.1A-102

NEW

CARTLIFT

EXST

DW

AA

BB

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SOILED CARTLIFT

LEVEL 2 & INTERSTITIAL PLANS

SF121-S

HAC

3A-109

CORRIDOR

C3A-6

F LOCKER

3A-114

CYTO

SCREENING

3A-112

STORAGE

3A-122

STORAGE

3A-110

AIR LOCK

C3A-7

NEW

CARTLIFT

MACHINE RM

3.1A-102

INTERSTITIAL 3.1

3.1A-101

NEW

CARTLIFT

AA

BB

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SOILED CARTLIFT

LEVEL 3 & INTERSTITIAL PLANS

SF131-S

STAIR

CHAINLINK

FENCE

CRAWL SPACE

STERILE

STORAGE

BG-136

STAIR

ELEV EQUIP

BG-138

NEW

CARTLIFTEXST

DW

DD

EE

15 16 1714

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

CLEAN CARTLIFT

LOWER LEVEL PLAN

SF101-C

RECP

C1S-5

PASSAGEWAY

C1A-7

PHYSICAL

THERAPY

1S-112

ELEC

1S-114

STAIR

11 NEW

CARTLIFT

EXST

DW

15 16

DD

EE

STAIR

INTERSTITIAL

SPACE

1.1K-101

NEW

CARTLIFT

EXST

DW

15 16

DD

EE

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

CLEAN CARTLIFT

LEVEL 1 & INTERSTITIAL PLANS

SF111-C

MALL

BELOW

ROOF GARDEN

CORRIDOR

C2A-7

STOR

2A-132

CORRIDOR

C2A-13

STAIR

NEW

CARTLIFT

EXST

DW

15 16

DD

EE

STAIR

INTERSTITIAL

SPACE

2.1K-101

NEW

CARTLIFT

EXST

DW

15 16

DD

EE

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

CLEAN CARTLIFT

LEVEL 2 & INTERSTITIAL PLANS

SF121-C

HISTOLOGY

CUTTING

3A-127

HISTOLOGY

3A-124

OFFICE

3A-126

STAIR

ROOF

BELOW

NEW

CARTLIFT

15 16

DD

EE

MACHINE RM

3.1K-102

INTERSTITIAL

AREA

3.1K-101

STAIR

NEW

CARTLIFT

15 16

DD

EE

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

PLAN

NORTH

ACTUAL

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

CLEAN CARTLIFT

LEVEL 3 & INTERSTITIAL PLANS

SF131-C

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SECTIONS AND DETAILS

S-501

RPER

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

Mechanical, Electrical, Plumbing, & Structural Engineering

MR PROJECT NO: ####-####

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

DD

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0020

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT SPS/ OR VERTICAL TRANSPORT

DESIGN

RICHMOND, VIRGINIA

652-17-103

Project Director

2021-12-17

STRUCTURAL

SECTIONS AND DETAILS

S-502

RPER

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

Mechanical, Electrical, Plumbing, & Structural Engineering

MR PROJECT NO: ####-####

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

BUILDING REGULATION DATA

IBC 2015

USE GROUP

I2: INSTITUTIONAL

CONSTRUCTION TYPE TABLE 601

TYPE 1A FULLY SPRINKLERED

STRUCTURAL FRAME: 3 HOURS

BEARING WALLS: 3 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 1/2 HOURS

BUILDING AREA AND HEIGHTS TABLE 503

UNLIMITED

SHAFT ENCLOSURE 713.4

2 HR FIRE RESISTANCE

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

CONSTRUCTION TYPE TABLE 19.1.6.1

TYPE 1 (332) NFPA 220 2015 EDITION

BEARING ALLS 3 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 1/2 HOURS

NUMBER OF STORIES

UNLIMITED

NFPA 101 2018

INTERNATIONAL BUILDING CODE (IBC 2015)

NFPA-101 LIFE SAFETY CODE (2018)

NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION (2012)

NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2012)

NFPA-70 NATIONAL ELECTRIC CODE (2008)

APPLICABLE CODES AND STANDARDS:

REQUIRED FIRE RESISTANCE RATING 8.6.5

SHAFT: 2-HOUR FIRE BARRIER.

FIRE PROTECTION:

AUTOMATIC SPRINKLER SYSTEMS: FULLY

SPRINKLERED

NOTE: THIS PROJECT PRESENTS NO CHANGE TO USE GROUP, CONSTRUCTION TYPE,

OCUPANT LOAD, EGRESS ROUTES.

MINIMUM CORRIDOR CLEARANCE

44"

MINIMUM CORRIDOR CLEARANCE

44"

A.F.F.

ACT

CG

CLG, CLNG

COL

CONC.

CONT.

CORR

CT

ELEC

ELEV

EWC

EXIST.

FIN

GWB

HDWR

HR

HT

L

MAX

MECH

MTG

MTL

NIC.

OFCI

ABOVE FINISH FLOOR

ACOUSTICAL TILE

CORNER GUARD

CEILING

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CERAMIC TILE

ELECTRIC(AL)

ELEVATOR

ELECTRIC WATER

COOLER

EXISTING

FINISH(ED)

GYSPUM

WALLBOARD

HARDWARE

HOUR

HEIGHT

LENGTH

MAXIMUM

MECHANICAL

MOUNTING

METAL

NOT IN CONTRACT

OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI

CFCI

CFOI

O.C.

PLAM

PNT

PTD

QT.

R

RA

SIM

STOR

SUSP.

TR

TYP

VB.

VERT

Ø

BT

ETR

TER

TME

OWNER FURNISHED

OWNER INSTALLED

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

OWNER INSTALLED

ON CENTER

PLASTIC LAMINATE

PAINT

PAINTED

QUARRY TILE

RISER

RETURN AIR

SIMILAR

STORAGE

SUSPENDED

TRIM

TYPICAL

VINYL BASE

VERTICAL

AT

ANGLE

CENTER LINE

DIAMETER

BRICK TILE

EXISTING TO REMAIN

TERRAZZO

TO MATCH EXISTING

CL

DOOR TAG

TYP.

M349

XXX

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAIN WALL AND

WINDOW MARKER1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

1 PHASING NOTES

JSN

Infection Control Risk Mitigation Recommendations Matrix of Precautions for Construction and Renovation

Type of Construction / Project Activity Table

TYPE A

Inspection and Non-Invasive Activities

Includes, but is not limited to:

-Removal of ceiling tiles for visual inspection limited to 20 Ln Ft tile per 160 sq. ft. space.

-Painting (but not sanding).

-Wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection.

-Patching walls - not exceeding 8 sq. ft.

TYPE B

Small scale, short duration activities which create minimal dust.

Includes, but is not limited to:

-Installation of telephone and computer cabling.

-Access to chase spaces.

-Cutting of walls or ceiling where dust migration can be controlled.

-Patching walls - exceeding 8 sq. ft.

TYPE C

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components and assemblies or new construction.

Includes, but is not limited to:

-Sanding of walls for painting or wall covering exceeding 32 sq. ft., or vacant areas.

-Removal of floor coverings, ceiling tiles and casework.

-New wall construction -Uncontained duct, HVAC or electrical work above ceilings.

-Major cabling activities.

-Any other project where high levels of dust are generated.

TYPE D

Major demolition and construction projects

Includes, but is not limited to:

-Activities that require consecutive work shifts -Requires heavy demolition or removal of a complete cabling system.

-New Construction.

1. EXECUTE WORK BY METHODS TO

MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE

DISPLACED FOR VISUAL INSPECTIONS.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

C L A

S

I

C L A

II

1. PROVIDE ACTIVE MEANS TO PREVENT

AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

2.WATER MIST WORK SURFACES TO

CONTROL DUST WHILE CUTTING.

3.SEAL UNUSED DOORS WITH DUCT TAPE.

4.BLOCK OFF AND SEAL AIR VENTS.

5.PLACE DUST MAT AT ENTRANCE AND EXIT

OF WORK AREA.

6.REMOVE OR ISOLATE HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

1.WIPE WORK SURFACES WITH DISINFECTANT.

2.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3.WIPE WORK SURFACES WITH DISINFECTANT,

WET MOP AND/OR VACUUM WITH HEPA

VACUUM BEFORE LEAVING WORK AREA.

4.REMOVE ISOLATION OF HVAC.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS

DEPENDING UPON THE AREA CLASS DESIGNATION

C L A

II

I

C L A

IV

1.REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2.COMPLETE ALL CRITICAL BARRIERS, I.E.,

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

5.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE ENVIRONMENTAL HEALTH

AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL

SANITATION SECTION.

2.REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4.WET MOP AREA WITH DISINFECTANT.

5.REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

1.OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK

IS BEING DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

3.COMPLETE ALL CRITICAL BARRIERS OR

IMPLEMENT CONTROL CUBE METHOD BEFORE

CONSTRUCTION BEGINS.

4.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

5.SEAL HOLES, PIPES, CONDUITS AND

PUNCTURES APPROPRIATELY.

6.CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM

SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE

OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

7.ALL PERSONNEL ENTERING WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

THOROUGHLY CLEANED BY ENVIRONMENTAL

MANAGEMENT.

2.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

3.WET MOP AREA WITH DISINFECTANT.

4.REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

5.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

6.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING.

7.REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

PATIENT RISK GROUP TABLE

GROUP 1

LOW RISK

GROUP 2

MEDIUM RISK

GROUP 3

HIGH RISK

GROUP 4

HIGHEST RISK

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR

VACANT ICU'S ETC.

- OUTPATIENT, URGENT

CARE & PRIMARY CARE

CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE

UNIT

- SURGICAL UNITS

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE /

STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

-OPERATING ROOM

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE A TYPE B TYPE C TYPE D

I

I

I

II

II

II

II

III/IV

II

II

III/IV

III/IV

III/IV

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL

INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

/1 /2

:1

:1

A

M

GI101

BUILDING DATA, ABBREVIATIONS & SYMBOLS,

ICRA INFORMATION

SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

12" = 1'-0"

ABBREVIATIONS

1/4" = 1'-0"

SYMBOL LEGEND

Revisions: Date:

TYP.

BG-140

BG-125

AA

BB

PATIENT

DROP OFF

IN-PATIENT

PHARMACY

PASSAGEWAY

C1A-6

EXST

DW

1H-108A

1H-108

WORK

1H-101

CLEAR

6' - 0"

AA

BB

STAFF

ANESTH

STAFF

ANESTH

SOILED

HOLDING

LIGHT

ROOM

2A-112

2A-105

EXST

DW

2A-103

2A-121

M LOCKER

AIR LOCK

TYP.

MIN.

3' - 8"

C3A-10

C3A-7

CORRIDOR

C3A-110

AA

BB

EXST

DW

1.1H-101

TYP.

2.1A-101

AA

BB

2 3.1A-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:1

:0

A

M

AD101-S

DEMOLITION PLANS - SOILED CARTLIFT SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

1/8" = 1'-0"

LOWER LEVEL - DEMOLITION PLAN SOILED

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - SOILED

1/8" = 1'-0"

LEVEL 2 - DEMOLITION PLAN - SOILED

1/8" = 1'-0"

LEVEL 3 - DEMOLITION PLAN - SOILED

DEMOLITION GENERAL NOTES

DEMOLITION NOTES#

1 ICRA TEMPORARY 1 HOUR RATED FULL HEIGHT PARTITION AND ONE HOUR RATED TEMPORARY DOOR.

DEMOLITON AFTER THE COMPLETION OF NEW WORK.

2 REMOVE EXISTING SLAB. REFER TO STRUCTURAL DRAWINGS FOR DIMENSIONS.

3 REMOVE DOOR, FRAME, AND HARDWARE AND TURN OVER TO COR.

4 REMOVE EXISTING WALL. INDICATED BY DASHED LINES.

5 REMOVE EXISTING CASEWORK AND WALL IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO COUNTERTOP, BRACING,AND HARDWARE.

6 REMOVE TOILET ACCESORIES AND PLUMBING FIXTURES IN ITS ENTIRETY. SEE PLUMBING DRAWINGS.

7 REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT DEMOLITION.

8 REMOVE CHAINLINK FENCES AND GATE TO ACCOMMODATE WITH NEW WORK. SAVE AND STORE FOR REUSE.

SEE NEW WORK PLAN FOR NEW LOCATION AND SIZE.

9 REMOVE AND SALVAGE CORNER / END GUARDS FOR REUSE, TYPICAL

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE

START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING

WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND

STRIPPED OF WAX IN ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM

WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING

ADJACENT SURFACES AND READY TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR

AND TURNED OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS

REQUIRED TO PREPARE THE MATERIAL FOR NEW WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE

NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING

SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY

CONTRACTOR.

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION

INFORMATION PERTAINING TO OTHER DISCIPLINES.

1/8" = 1'-0"

LEVEL 1.1 - DEMOLITION PLAN - SOILED

1/8" = 1'-0"

LEVEL 2.1 - DEMOLITION PLAN - SOILED

1/8" = 1'-0"

LEVEL 3.1 - DEMOLITION PLAN - SOILED

DEMOLITION SCHEDULE - SOILED CARTLIFT

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

LevelNUMBER FLOOR BASE WALL CEILING REMARKS

BG-140 CT CT CT ACT LOWER LEVEL

1H-101 VT RB PTD GWB ACT LEVEL 1

1H-108 VT RB PTD GWB ACT LEVEL 1

1H-108A VT RB PTD GWB ACT LEVEL 1

1.1H-101 CONC - - - LEVEL 1.1

2A-103 VT RB PTD GWB ACT LEVEL 2

2A-105 VT RB PTD GWB ACT LEVEL 2

2A-112 SV RB PTD GWB / FULL HEIGHT

WALL PROTECTION

ACT LEVEL 2

2A-121 VT RB PTD GWB ACT LEVEL 2

2.1A-101 CONC - - - LEVEL 2.1

3A-110 CT RB PTD GWB ACT LEVEL 3

C3A-7 VT RB PTD GWB ACT LEVEL 3

C3A-10 VT RB PTD GWB ACT LEVEL 3

3.1A-101 CONC - - - LEVEL 3.1

DNUP

UP

DNUP

DN

UP

DNUP

DNUP DNUP

15 16

DD

EE

ELEC

PHYSICAL THERAPY

STAIR

7"

EXST

D W

1S-112

1S-114

15 16

DD

EE

TYP.

EXST

D W

STAIR

BG-137

BG-138

EQUIPMENT TESTING /

STORAGE

ELEV

EQPT

15 16

HISTOLOGY

CUTTING

STAIR

3A-127

3A-124

HISTOLOGY

3A-126

OFFICE

15 16

DD

EE

MALL

BELOW

STOR

ROOF GARDEN

CORRIDOR

CORRIDOR

EXST

D W

C2A-13

2A-132

C2A-7

DD

EE

EXST

D W

STAIR

1.1K-101

15 16

EXST

D W

STAIR

15 16

DD

EE

STAIR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:1

:0

A

M

AD101-C

DEMOLITION PLANS - CLEAN CARTLIFT SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

DEMOLITION GENERAL NOTES

DEMOLITION NOTES#

DEMOLITION SCHEDULE - CLEAN CARTLIFT

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

LevelNUMBER FLOOR BASE WALL CEILING REMARKS

BG-137 VT RB PTD GWB ACT LOWER LEVEL

BG-138 VT RB PTD GWB EX LOWER LEVEL

1S-112 VT RB PTD GWB ACT LEVEL 1

1S-114 CONC RB PTD GWB ACT LEVEL 1

1.1S-101 CONC - - - LEVEL 1.1

2A-132 VT RB PTD GWB ACT LEVEL 2

C2A-13 VT RB PTD GWB / FULL HEIGHT WALL

PROTECTION

ACT LEVEL 2

2.1A-102 CONC - - - LEVEL 2.1

3A-124 VT RB PTD GWB ACT LEVEL 3

3A-126 VT RB PTD GWB ACT LEVEL 3

3A-127 SV RB PTD GWB ACT LEVEL 3

3.1A-102 CONC - - - LEVEL 3.1

1 ICRA TEMPORARY 1 HOUR RATED FULL HEIGHT PARTITION AND ONE HOUR RATED TEMPORARY DOOR.

DEMOLITON AFTER THE COMPLETION OF NEW WORK.

2 REMOVE EXISTING SLAB. REFER TO STRUCTURAL DRAWINGS FOR DIMENSIONS.

3 REMOVE DOOR, FRAME, AND HARDWARE AND TURN OVER TO COR.

4 REMOVE EXISTING WALL. INDICATED BY DASHED LINES.

5 REMOVE EXISTING CASEWORK AND WALL IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO COUNTERTOP, BRACING,AND HARDWARE.

6 REMOVE TOILET ACCESORIES AND PLUMBING FIXTURES IN ITS ENTIRETY. SEE PLUMBING DRAWINGS.

7 REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT DEMOLITION.

8 REMOVE CHAINLINK FENCES AND GATE TO ACCOMMODATE WITH NEW WORK. SAVE AND STORE FOR REUSE.

SEE NEW WORK PLAN FOR NEW LOCATION AND SIZE.

9 REMOVE AND SALVAGE CORNER / END GUARDS FOR REUSE, TYPICAL

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE

START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING

WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND

STRIPPED OF WAX IN ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM

WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING

ADJACENT SURFACES AND READY TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL LEVEL WALL WITH PLASTER AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW

FINISHES.

• WHERE EXISTING CERAMIC TILE IS REMOVED FROM CONCRETE FLOORS TO REMAIN, THE CONTRACTOR SHALL LEVEL FLOOR AREAS WITH CONCRETE AS REQUIRED TO BE LEVEL WITH ADJACENT FLOOR SURFACES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR

AND TURNED OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS

REQUIRED TO PREPARE THE MATERIAL FOR NEW WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE

NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING

SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY

CONTRACTOR.

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION

INFORMATION PERTAINING TO OTHER DISCIPLINES.

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - CLEAN

1/8" = 1'-0"

LOWER LEVEL - DEMOLITION PLAN CLEAN

1/8" = 1'-0"

LEVEL 3 - DEMOLITION PLAN - CLEAN

1/8" = 1'-0"

LEVEL 2 -DEMOLITION PLAN - CLEAN

1/8" = 1'-0"

LEVEL 1.1 - DEMOLITION PLAN - CLEAN

1/8" = 1'-0"

LEVEL 2.1 - DEMOLITION PLAN - CLEAN

1/8" = 1'-0"

LEVEL 3.1 - DEMOLITION PLAN - CLEAN

2K-101

3.1K-101

IN-PATIENT

PHARMACY

1H-108

WORK

1H-101

AE102-S

C8_r2

+- 6' - 4"

M1B

M1B

M1B

M1B

/8

+- 3' - 11 1/4"

C8_r2

CLEAR

6' - 2"

2' - 0 5/8"

6' - 3 1/2"

CLEAR

3' - 6"

C

LEAR

4' - 0"

/8

M351 M3

M3

M3

M3

M3 C L E

A R

2' - 0"

5' - 6"

1H-103

1H-101.1

PRV CONS

1H-103

ENTRY

VESTIBULE

1H-104

WORK

1H-101.1

PATIENT

DROP-OFF

1H-108A

5 1/2"± 1' - 5 5/8"

/8

AA

BB

TYP

INTERSTITIAL 1.1

1.1A-101

AE102-S

C L E

A R

/8

/4

CLEAR

6' - 2"

C8_2

AA

BB

DMB WAITER

EQUIPMENT

BG-125

EXST

DW

SOILED

RECEIVING

DECONTAMINATION

BG-140

C8_r2

LOAD DIRECTION

(Typical)

/2

/8

C L E

A R

TYP.

1' - 10 5/8" 4' - 0" ± 11"

CLEAR

6' - 2"

6' - 9 5/8"

AE102-S

AE102-S

AA

WORK

1H-101.1

9' - 0"

ACT-1

N.I.C

N.I.C8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:5

:3

A

M

AE101-S

NEW WORK - SOILED - LOWER LEVEL - 1.1

PLAN

SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

1/4" = 1'-0"

LEVEL 1 - NEW WORK - SOILED

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS

TO DIMENSIONS AND CONDITIONS SHOWN MAY BE

REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT

EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST

BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO

INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES

WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING

IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS

NECESSARY TO PROTECT THE BUILDING AND ITS

OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT

ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT

INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN

THE AREA OF RENOVATION TO PREVENT THE SPREAD OF

DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET

ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE

IN ACCORDANCE WITH VAMC'S EXISTING ROOF WARRANTY.

COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE

COR.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET

CAN BE REFERENCED FROM SHEET A000.

NEW WORK GENERAL NOTES

1/4" = 1'-0"

LEVEL 1.1 - NEW WORK - SOILED

1 PROVIDE STEEL ACCESS LADDER. COORDINATE LOCATION

WITH ELEVATOR MANUFACTURER.

2 10" x 10" SUMP PIT. COORDINATE LOCATION WITH

ELEVATOR MANUFACTURER.

3 RELOCATED AND RESIZED CHAINLINK FENCES AND GATE.

SEE DEMOLITION PLAN FOR RESIZING.

4 ALIGN FACE OF NEW GWB WITH FACE OF EXISTING GWB.

5 ADHERE ONE LAYER OF 5/8" GWB TO FACE OF CMU.

6 PROVIDE WINDOW TO MATCH EXISTING.

7 PROVIDE SOLID SURFACE COUNTER AT STANDING HEIGHT.

8 REWORK EXISTING CEILING TO MATCH NEW WORK.

9 PROVIDE FINISHES TO MATCH EXISTING.

NEW WORK NOTES#

1/4" = 1'-0"

LOWER LEVEL - NEW WORK - SOILED

Revisions: Date:

1/4" = 1'-0"

CEILING PLAN - FIRST FLOOR

INTERSTITIAL 2.1

1.1A-102

AE102-S

C L E

A R

C8_2

CLEAR

6' - 2"

PATIENT

ACCESS

C2A-8

AA

BB

SOILED

HOLDING

2A-112LIGHT

ROOM

2A-121

STAFF ANESTH

2A-103

STAFF ANESTH

2A-105

M1B

M1B

M3 X

M351

M3_C

2A-121

AE102-S

C L E

A R

C8_r2

4' - 0" 11"

CLEAR

6' - 2"

C8_2

C8_r2

AA

BB

F .O

W

A L

L

/4

MACHINE RM

3.1A-102

M3 X

3.1A102

3.1A102b

TYP

TYP

INTERSTITIAL 3.1

3.1A-101

AE102-S

C8_2

CLEAR

6' - 2"

C L E

A R

4' - 4 7/8"

AA

BB

AIR LOCK

C3A-7 M3

M3

C3A-7

CORRIDOR

C3A-10

± 4' - 3 1/4"

AE102-S

C L E

A R

4' - 0" 11"

C8_r2

CLEAR

6' - 2"C8_2

C8_r2

C8_r2

44" MIN CLEAR

3' - 8 7/8"

LOWER LEVEL

178' - 0"

DUMBWAITER PIT

172' - 6"

PROVIDE STEEL ACCESS

LADDER. COORDINATE

LOCATION WITH ELEVATOR

MANUFACTURER.

SUMP PIT BEYOND.

PROVIDE CONTINUOUS

VAPOR RETARDER

UNDER SLAB

PROVIDE CONTINUOUS

DAMPROOFING AT ALL

VERTICAL AND

HORIZONTAL SURFACES.

EXISTING CONCRETE

SHAFT WALL AND

FOUNDATION.

SEE STRUCTURAL

DRAWINGS FOR NEW

CONCRETE FOUNDATION.

PROVIDE NEW

FLOORING AND BASE TO

MATCH EXISTING

PROVIDE 4" COMPACTED

GRAVEL UNDER NEW

WORK.

7"

LEVEL 3

236' - 0"

LEVEL 4

254' - 0"

LEVEL 1.1

210' - 2 1/2"

LEVEL 2.1

228' - 2 1/2"

LEVEL 3.1

246' - 2 1/2"

LOWER LEVEL

178' - 0"

AE102-S

DUMBWAITER PIT

172' - 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:1

:0

A

M

AE102-S

NEW WORK - SOILED - LEVEL 2 - 3.1 PLAN SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

1/4" = 1'-0"

LEVEL 2.1 - NEW WORK - SOILED

1/4" = 1'-0"

LEVEL 2 - NEW WORK - SOILED

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS

TO DIMENSIONS AND CONDITIONS SHOWN MAY BE

REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT

EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST

BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO

INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES

WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING

IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS

NECESSARY TO PROTECT THE BUILDING AND ITS

OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT

ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT

INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN

THE AREA OF RENOVATION TO PREVENT THE SPREAD OF

DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET

ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE

IN ACCORDANCE WITH VAMC'S EXISTING ROOF WARRANTY.

COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE

COR.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET

CAN BE REFERENCED FROM SHEET A000.

NEW WORK GENERAL NOTES

1 PROVIDE STEEL ACCESS LADDER. COORDINATE LOCATION

WITH ELEVATOR MANUFACTURER.

2 10" x 10" SUMP PIT. COORDINATE LOCATION WITH

ELEVATOR MANUFACTURER.

3 RELOCATED AND RESIZED CHAINLINK FENCES AND GATE.

SEE DEMOLITION PLAN FOR RESIZING.

4 ALIGN FACE OF NEW GWB WITH FACE OF EXISTING GWB.

5 ADHERE ONE LAYER OF 5/8" GWB TO FACE OF CMU.

6 PROVIDE WINDOW TO MATCH EXISTING.

7 PROVIDE SOLID SURFACE COUNTER AT STANDING HEIGHT.

8 REWORK EXISTING CEILING TO MATCH NEW WORK.

9 PROVIDE FINISHES TO MATCH EXISTING.

NEW WORK NOTES#

1/4" = 1'-0"

LEVEL 3.1 - NEW WORK - SOILED

1/4" = 1'-0"

LEVEL 3 - NEW WORK - SOILED

1/2" = 1'-0"AE102-S

5 SECTION - CARTLIFT PIT

1/4" = 1'-0"AE102-S

6 CARTLIFT SECTION

UP

DN

UP DNUP

15 16

DD

CRAWL SPACE

C8_2

STERILE

STORAGE

BG-136

CLEAR

6' - 2"

C L E

A R

7" 4' - 0" 2' - 2 5/8" 10' - 7"

AE102-S

Sim

EXST

LIFT

STAIR

ELEV EQUIP

BG-138

BG-138

/4

M351

M351

OH

AE102-S

Sim

3' - 6"

C8_r2

DD

PASSAGEWAY

C1A-7

PHYSICAL

THERAPY

1S-112

ELEC

1S-114

EXST

LIFT

M351

STAIR

AE102-S

Sim

CLEAR

6' - 2"

C L

E A

R

/8

/4

C8_r2

TYP

DD

TYP

EXST

LIFT

STAIR

INTERSTITIAL

SPACE

1.1K-101

AE102-S

Sim

CLEAR

6' - 2"

C L E

A R

/8

/4

C8_2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:1

:0

A

M

AE101-C

NEW WORK - CLEAN - LOWER LEVEL - 1.1 SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 DJP MAT0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

1/4" = 1'-0"

LOWER LEVEL - NEW WORK - CLEAN

1/4" = 1'-0"

LEVEL 1 - NEW WORK - CLEAN

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS

TO DIMENSIONS AND CONDITIONS SHOWN MAY BE

REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT

EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST

BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO

INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES

WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING

IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS

NECESSARY TO PROTECT THE BUILDING AND ITS

OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT

ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT

INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN

THE AREA OF RENOVATION TO PREVENT THE SPREAD OF

DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET

ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE

IN ACCORDANCE WITH VAMC'S EXISTING ROOF WARRANTY.

COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE

COR.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET

CAN BE REFERENCED FROM SHEET A000.

NEW WORK GENERAL NOTES

1/4" = 1'-0"

LEVEL 1.1 - NEW WORK - CLEAN

NEW WORK NOTES #

1 PROVIDE STEEL ACCESS LADDER. COORDINATE LOCATION

WITH ELEVATOR MANUFACTURER.

2 10" x 10" SUMP PIT. COORDINATE LOCATION WITH

ELEVATOR MANUFACTURER.

3 RELOCATED AND RESIZED CHAINLINK FENCES AND GATE.

SEE DEMOLITION PLAN FOR RESIZING.

4 ALIGN FACE OF NEW GWB WITH FACE OF EXISTING GWB.

5 ADHERE ONE LAYER OF 5/8" GWB TO FACE OF CMU.

6 PROVIDE WINDOW TO MATCH EXISTING.

7 PROVIDE SOLID SURFACE COUNTER AT STANDING HEIGHT.

8 REWORK EXISTING CEILING TO MATCH NEW WORK.

9 PROVIDE FINISHES TO MATCH EXISTING.

DN

UP

DN

UP

DD

STAIR

TYP

EXST

LIFT

INTERSTITIAL

SPACE

2.1K-101

AE102-S

Sim

CLEAR

6' - 2"

C L E

A R

C8_2

DD

MACHINE RM

3.1K-102

3.1K-102b

.1

K -1

TYP

INTERSTITIAL

AREA

3.1K-101

M3

TYP

STAIR

AE102-S

Sim

C L E

A R

C8_2

4' - 3 3/8"

F .O

W

A L

L

/4

CLEAR

6' - 2"

DD

STAIR

EXST

LIFT

CORRIDOR

C2A-7

STOR

2A-132

TYP

CORRIDOR

C2A-13

STAIR

M351

M351

AE102-S

Sim

C8_r2

7" 4' - 0" 2' - 2 5/8"

CLEAR

6' - 2"

C L E

A R

DD

/8

TYP

HISTOLOGY

CUTTING

3A-127

HISTOLOGY

3A-124

OFFICE

3A-126

STAIR

AE102-S

Sim

CLEAR

6' - 2"

C L E

A R

1' - 2 5/8" 4' - 0" 2' - 2 5/8"

/4

7' - 5 1/4"

C8_r2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

ACTUAL

NORTH

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

SOILED CARTLIFT

AREA OF WORK

CLEAN CARTLIFT

AREA OF WORK

/1 /2

:1

:0

A

M

AE102-C

NEW WORK - CLEAN - LEVEL 2 - 3.1 SPS / OR VERTICAL TRANSPORT -

DESIGN

VAMC Richmond

652-17-103

2021-12-17 Checker Author0500-0020

BID DOCUMENTS

FULLY SPRIKLERED

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS

TO DIMENSIONS AND CONDITIONS SHOWN MAY BE

REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT

EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST

BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO

INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES

WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING

IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD.