36C24918R0223-006.pdf

COVER SHEET &

DRAWING INDEX

GI001

DRMP

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

DRAWING No. DRAWING TITLE SHEET No. DRAWING No. DRAWING TITLE DRAWING No. DRAWING TITLE

GENERAL PLUMBING ELECTRICAL

GI001 COVER SHEET AND DRAWING INDEX P-101 PLANS E-001 ABBREVIATIONS & SYMBOLS

E-002 NOTES

STRUCTURAL MECHANICAL ED101 DEMOLITION PLAN

E-101 FLOOR PLAN

S-001 ABBREVIATIONS AND NOTES M-001 ABBREVIATIONS, NOTES & SYMBOLS E-102 FLOOR & ROOF PLANS

SF101 EXISTING PARTIAL ROOF FRAMING PLAN MD101 DEMOLITION PLANS E-601 SCHEDULES & SINGLE LINE DIAGRAM

SF102 PARTIAL ROOF FRAMING PLAN MD102 DEMOLITION PLANS

SF112 PARTIAL ROOF FRAMING PLAN - DEDUCT #1 MD103 DEMOLITION PLANS

S-501 SECTIONS AND DETAILS M-101 FLOOR PLANS

M-102 FLOOR PLANS

ARCHITECTURAL M102A FLOOR PLANS (BID ALTERNATE)

M-103 ROOF PLANS

A001 PHASING, ICRA INFORMATION, LEGENDS, AND ABBREVIATIONS M-501 DETAILS

AD110 DEMOLTION PLANS M-502 DETAILS

A100 NEW WORK PLAN - GROUND FLOOR M-601 SCHEDULES

A200 REFLECTED CEILING PLAN GROUND FLOOR M-602 AIR FLOW DIAGRAM

A300 ENLARGED GROUND FLOOR PLAN, DOOR SCHEDULE, AND DETAILS M-801 CONTROLS

A400 ENLARGED NEW WORK PLANS M-802 CONTROLS

M-803 FLOW/CONTROLS (BASE BID)

FIRE PROTECTION M-804 FLOW/CONTROLS (BID ALTERNATE)

M-805 CONTROLS

FX101 PLANS

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

STRUCTURAL

ABBREVIATIONS AND NOTES

S-001

DSST

COURTYARD BELOW

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

STRUCTURAL

EXISTING PARTIAL ROOF

FRAMING PLAN

SF101

DSER

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

STRUCTURAL

PARTIAL ROOF

FRAMING PLAN

SF102

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

STRUCTURAL

PARTIAL ROOF

FRAMING PLAN - DEDUCT ALT #1

SF112

STRUCTURAL

SECTIONS AND DETAILS

S-501

DSST

S-17 S-18

L003

L004 L005

GB134B

GB134A

GB135

GB136

GB132

GA105

GA103

GA103A

GA102GA102A

S1

GA104

GA104A

STAIR-4

ELEVATOR ELEVATOR

ELEV. EQUIP.

FEMALE

TOILET

MENS

TOILET

STAIR-1

STORAGE LOGISTICS

ISOLATION

ISOLATION

HAC

STRETCHER STORAGE

SCRUB ALCOVE

OPERATING

RM

CORRIDOR

HAC

SPS

OFFICE

PGM

SUPPORT

CLERK

OFFICES

CLERK

SPD

ASST CHIEF

SPS

ELEVATOR

BREAK

ROOM

LOCKERS/

STORAGE

UP

DN

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.

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

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.

MAXIMUM

MECHANICAL

MOUNTING

METAL

NOT IN CONTRACT

OPPOSITE HAND

PLASTIC LAMINATE

PAINT

PAINTED

RISER

RETURN AIR

RUBBER BASE

SEALED CONCRETE

SOLID SURFACE

SHEET VINYL

SIMILAR

STORAGE

SUSPENDED

TREAD

TO MATCH EXISTING

TOP OF BOND BEAM

TOP OF STEEL

TYPICAL

VA FURNISHED

CONTRACTOR INSTALLED

VA FURNISHED

VA INSTALLED

VERTICAL

VINYL WALL COVERING

AT

ANGLE

CENTER LINE

DIAMETER

ABOVE FINISH FLOOR

ACOUSTICAL TILE

ALUMINUM THRESHOLD

VINYL BASE

CUBICLE CURTAIN

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

VA INSTALLED

CORNER GUARD

CEILING

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CERAMIC TILE

ELECTRIC(AL)

ELEVATOR

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXISTING

FINISH(ED)

FACE OF FINISH

FACE OF STUD

GYSPUM WALLBOARD

HARDWARE

HOUR

HEIGHT

LENGTH

LUXURY VINYL TILE

A.F.F.

ACT

ATH.

BV

CC

CFCI

CFVA

CG

CLG

COL

CONC

CONT

CORR

CT

ELEC

ELEV

ETR

EWC

EXST

FIN

FOF

FOS

GWB

HDWR

HR

HT

L

LVT

MAX

MECH

MTG

MTL

NIC

O H

PLAM

PNT

PTD

R

RA

RB

SC

SS

SV

SIM

STOR

SUSP

T

TME

TOBB

TOS

TYP

VACI

VAVA

VERT

WVW

O

ABBREVIATIONS

DOOR TAG

TYP.

1i

M349

ACE

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL PROTECTION TAG

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAINWALL AND

WINDOW MARKER

1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

ARCHITECTURAL SYMBOL LEGEND

1 PHASING NOTES

12345

0.60.81.31.72.32.63.9

A

B

C

D

E

F

G

EE

LOCKERS

GA113

MALE TOILET

GA112

FEMALE TOILET

GA111

ANTE ROOM

GA110

SOILED

RECEIVING &

DECONTAMINATION

GA109

PREP &

STERILZATION

WORKSHOP

GA108

ANTE ROOM

GA109C

3A

4A

4B

4C

5B

5A

7A

7B

8C

8B

8A

CEILING TILE / LIGHT REPLACEMENT

THROUGHOUT ROOM GA109 TO OCCUR

AFTER PHASE 8 COMPLETED

DUST BARRIER IN PLACE UNTIL

WALL TO GA113 IS COMPLETED

USE DUST BARRIERS WHEN WORKING TO AVOID SPREADING

CONSTRUCTION DUST TO NON WORK AREAS

MALE TOILETS

CLOSED DURING

PHASE 3.

3B

SPD STERILE AND

NON-STERILE

GA117

EQUIPMENT

TESTING AND

STORAGE /

DISPATCH

GA101

ELECTRICAL

GA115

SOILED HOLDING

GA116

HAC

GA109A

HAC

GA101B

OFFICE

GA107

DUST BARRIER SYSTEM

ICRA WALL

PHASING PLAN LEGEND

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

CRITICAL PHASES, WORK

COMPLETED NIGHTS / WEEKENDS

PHASE 2

AREAS NOT IN CONTRACT

PLAN

NORTH

ACTUAL

NORTH

KEY PLAN

N.T.S.

WORK AREA:

1ST, 2ND, ROOF

WORK AREA:

GROUND

CRITICAL PHASES - WORK TO BE COMPLETED AT NIGHT AND/OR WEEKENDS. ICRA /

DUST BARRIER WALLS TO BE IN PLACE DURING WORK. AREAS TO BE CLEAN AND

FUNCATIONAL DURING WORK HOURS. COORDINATE WITH THE COR.

PHASING PLAN LIST

2, 3B, 4C, 5A, 6, 7A, 7B, 8B

NON-CRITICAL PHASES - WORK TO BE COMPLETED ANYTIME WITH ICRA WALLS IN PLACE

4B, 8A

NON-CRITICAL PHASES - WORK TO BE COMPLETED ANYTIME WITH DUST BARRIER

SYSTEM IN PLACE

3A, 4A, 5B

PHASE 1 - WORK TO INCLUDE MECHANICAL WORK OUTSIDE THE SPD AREA. TO BE

COMPLETED PRIOR TO OTHER PHASES. SEE SHEETS AD100 AND A400.

MATERIALS REQUIRED TO COMPLETE EACH PHASE'S WORK TO BE

ON HAND PRIOR TO BEGINNING WORK.

CONTRACTOR'S NOTE

EXISTING TRAVEL DISTANCES AND FIRE RATED PARTITIONS HAVE

NOT CHANGED FOR THIS PROJECT.

LIFE SAFETY NOTE

WALL LEGEND

1 HR. FIRE BARRIER

2 HR. FIRE / SMOKE BARRIER

CORRIDOR SMOKE PARTITION

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A001

PHASING, ICRA INFORMATION,

LEGENDS, AND ABBREVIATIONS

JCHJHT2502.17

01/12/2018

CONSTRUCTION TYPE: C

PATIENT RISK GROUP: HIGHEST RISK, GROUP 4

INFECTIION CONTROL PRECAUTIONS: CLASS IV

FOR ALL WORK:

1/8" = 1'-0"

PHASING PLAN - GROUND FLOOR

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

J001

J014

L007

L008

L002 L006

L010L011

S-17 S-18

L003

L004 L005

C0-1

L009

L001

GB133

GB101

GB134D

GB134EGB134F

GB143

GB134B

GB134A

GB135

GB136

GB137

GB134CGB142

GB141

GB135

GB139

GB130

GB131

GB132

GA105

GA103

GA103A

GA102GA102A

S1

P2

P1

GB102

GA104

GA104A

GA100

STUDENT

LAB / CLASS

RM

STAIR-4

STORAGE

MECH RM

PLUMBING EQUIP. RM.

MED GAS EQUIP. RM. VESTIBULE

ELEVATOR ELEVATOR

ELEV. EQUIP.

FEMALE

TOILET

MENS

TOILET

CORRIDOR

STAIR-1

HAC

EXISTING

MECH RM

STORAGE LOGISTICS

CORRIDOR

SOILED UTILITYTOILETSTORAGE

WAITING

ISOLATION

ISOLATION

HAC

STRETCHER STORAGE

EQUIP

STORAGE

STOCK

RM

PURCHASING OFFICE

LOCKER

RM

STORAGE

OPERATING SUPERV

SCRUB ALCOVE

SCRUB ALCOVE

LOGISTICS OPERATING

RM

CORRIDOR

HAC

SPS

OFFICE

PGM

SUPPORT

CLERK

OFFICES

CLERK

SPD

ASST CHIEF

SPS

ELEVATOR

ELEVATOR

ELEVATOR

HEARING

AID REPAIR

LAB

BREAK

ROOM

LOCKERS/

STORAGE

ELEVATOR LOBBY

UP

DN

EXISTING CORRIDOR

C1-13

2'- 11"

C2-14

C2-14

1234567

A

B

C

D

E

F

G

DD

EE

FF

GG

MALE TOILET

GA112

FEMALE TOILET

GA111

SOILED

RECEIVING &

DECONTAMINATION

GA109

PREP &

STERILZATION

WORKSHOP

GA108

GA134

ANTE ROOM

GA110

SPD STERILE AND

NON-STERILE

GA117

HAC

GA109A

HAC

GA101B

OFFICE

GA107

EQUIPMENT

TESTING AND

STORAGE /

DISPATCH

GA101

SOILED HOLDING

GA116

ELECTRICAL

GA115

M

IN

. C

LE

A R

6'

PLAN

NORTH

ACTUAL

NORTH

KEY PLAN

N.T.S.

WORK AREA:

1ST, 2ND, ROOF

WORK AREA:

GROUND

DEMOLITION NOTES

1. ICRA TEMPORARY FULL HEIGHT PARTITION 1HR RATED. 1 HR SMOKE BARRIER. WALL TO BE: 5/8" TYPE X GWB BOTH SIDES OF 3 5/8" MTL STUDS AT 16" OC, EXTEND TO DECK / SLAB ABOVE WITH FIRE RATED SEALANT AT TOP AND BOTTOM CONNECTIONS ON BOTH SIDES. MAINTAIN 6' - 0" CLEAR IN EXISTING CORRIDOR. SEE A001 FOR MORE

INFORMATION ON ICRA BARRIERS.

2. INDICATES EXISTING DOOR AND HARDWARE TO BE REMOVED IN ITS ENTIRETY. FRAME TO REMAIN.

3. REMOVE EXISTING GWB CEILING ENTIRE ROOM FOR NEW MECHANICAL WORK.

4. REMOVE PORTION OF EXISTING WALL. COORDINATE WITH NEW WORK.

5. REMOVE AND SALVAGE DOOR AND HARDWARE FOR RELOCATION AND REINSTALLATION.

6. REMOVE EXISTING CONC. SLAB AS REQUIRED TO INSTALL NEW PIPING.

7. REMOVE EXISTING ROOF

8. REMOVE EXISTING EIFS AND METAL STUD WALL AS REQUIRED TO INSTALL NEW WORK

9. TEMPORARY 1 HR RATED DOOR / CONTRACTOR ACCESS. COORDINATE LOCATION OF ACCESS DOOR AND ACCESS

LOCATIONS WITH THE COR.

10. REMOVE EXISITING CEILNG TILES. GRID TO REMAIN.

11. REMOVE EXISITING ACT CEILNG SYSTEM AND REPLACE IN ITS ENTIRETY.

12. REMOVE, SALVAGE, AND REINSTALL EXISTING CEILING TILES AS REQUIRED FOR NEW MECHANICAL WORK.

13. MINIMIZE WORK IN THIS ROOM. WORK FROM OTHER SIDE WHERE POSSIBLE. 24/7 ESCORT REQUIRED WHEN

WORKING IN THIS ROOM. COORDINATE WITH THE COR.

14. DENOTES A TEMPORARY DUST BARRIER. SEE SHEET A001 FOR MORE INFORMATION ON TEMPORARY BARRIER

LOCATIONS.

15. REMOVE EXISITING FLOORING THIS AREA. COORDINATE EXTENTS WITH NEW WORK.

COORDINATE ALL DEMOLITION WORK WITH

THE PHASING INFORMATION ON SHEET A001.

SEE SHEET A400 FOR NEW WORK

7 6 5

A

EE

7.2

GG

FOR REFERENCE ONLY. NO ANTICIPATED WORK THIS AREA

7 6 5

A

EE

7.2

SEE SHEET A400 FOR NEW WORK

7 6 5 4

A

B

EE

WALL LEGEND

1 HR. FIRE BARRIER

2 HR. FIRE / SMOKE BARRIER

CORRIDOR SMOKE PARTITION

LEGEND

AREA NOT IN CONTRACT

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

AD100

DEMOLITION PLANS

JCHJHT2502.17

01/12/2018

1/8" = 1'-0"

DEMOLITION PLAN - GROUND FLOOR

GENERAL DEMOLITION NOTES

• 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.

• EXISTING CEILING HEIGHT IS TYPICALLY 8'-0" +/-, VERIFY IN FIELD.

• EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: GROUND TO 1ST = 10' - 10 1/2", 1ST TO 2ND = 15' - 0 1/2", 2ND TO 3RD = 15' - 6 5/8".

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

PERTAINING TO OTHER DISCIPLINES.

• SEE A001 FOR ICRA INFORMATION AND EXTENT OF TEMPORARY CONSTRUCTION BARRIERS.

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - FIRST FLOOR - PHASE 1

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - SECOND FLOOR - PHASE 1

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - ROOF - PHASE 1

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

J001

J014

L002 L006

S-17 S-18

L003

L004 L005

GB133

GB134D

GB134EGB134F

GB143

GB134B

GB134A

GB135

GB136

GB137

GB134CGB142

GB141

GB135

GB139

GB130

GB131

GB132

GA105

GA103

GA103A

GA102GA102A

S1

P2

P1

GB102

GA104

GA104A

GA100

STAIR-4

ELEVATOR EQUIP

MED GAS EQUIP. RM.

ELEVATOR ELEVATOR

ELEV. EQUIP.

FEMALE

TOILET

MENS

TOILET

CORRIDOR

STAIR-1

STORAGE LOGISTICS

SOILED UTILITYTOILETSTORAGE

WAITING

ISOLATION

ISOLATION

HAC

STRETCHER STORAGE

EQUIP

STORAGE

STOCK

RM

PURCHASING OFFICE

LOCKER

RM

STORAGE

OPERATING SUPERV

SCRUB ALCOVE

SCRUB ALCOVE

LOGISTICS OPERATING

RM

CORRIDOR

HAC

SPS

OFFICE

PGM

SUPPORT

CLERK

OFFICES

CLERK

SPD

ASST CHIEF

SPS

ELEVATOR

ELEVATOR

ELEVATOR

HEARING

AID REPAIR

LAB

BREAK

ROOM

LOCKERS/

STORAGE

ELEVATOR LOBBY

UP

DN

PLAN

NORTH

ACTUAL

NORTH

KEY PLAN

N.T.S.

WORK AREA:

1ST, 2ND, ROOF

WORK AREA:

GROUND

1234567

A

B

C

D

E

F

G

FF

GG

SOILED

RECEIVING &

DECONTAMINATION

GA109

LOCKERS

GA113

ANTE ROOM

GA109C

ANTE ROOM

GA110

MALE TOILET

GA112

FEMALE TOILET

GA111

CART WASH

PREP &

STERILZATION

WORKSHOP

GA108

A300

GA134

HAC

GA109A

HAC

GA101B

ELECTRICAL

GA115

SOILED HOLDING

GA116

SPD STERILE AND

NON-STERILE

GA117

EQUIPMENT

TESTING AND

STORAGE /

DISPATCH

GA101

OFFICE

GA107

109.1 E

109.1 F

WALL LEGEND

1 HR. FIRE BARRIER

2 HR. FIRE / SMOKE BARRIER

CORRIDOR SMOKE PARTITION

LEGEND

AREA NOT IN CONTRACT

FINISH REMARKS

GENERAL REMARK:

ON ALL NEW PARITIONS, PROVIDE EPOXY PAINT, BOTH SIDES, COLOR TO MATCH EXISITING

1. EXISTING CEILING GRID TO REMAIN. MODIFIED AS REQUIRED TO INSTALL NEW WORK.

2. PATCH TO MATCH EXISTING FINISHES AND COLORS.

3. TME = TO MATCH EXISTING. MATCH EXISTING COLORS.

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A100

NEW WORK PLAN -GROUND FLOOR

JCHJHT2502.17

01/12/2018

GENERAL NEW WORK NOTES

NEW WORK NOTES

• 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 SHEET ONLY UNLESS OTHERWISE NOTED.

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

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET CAN BE REFERENCED FROM SHEET A001.

• SEE A001 FOR ICRA INFORMATION.

• SEE A300 FOR ADDITIONAL NEW WORK INFORMATION.

• SEE A300 FOR WALL TYPE INFORMATION

1 INDICATES WALL TO EXTEND TO DECK ABOVE. PROVIDE 5/8" GWB THIS SIDE OF WALL. SEAL ALL PENETRATIONS THROUGH

NEW GWB.

2 NEW SINK. SEE PLUMBING DRAWINGS.

3 NEW TRAFFIC ACCESS DOORS IN EXISTING FRAMES. SEE DOOR SCHEDULE (A300) FOR MORE INFORMATION.

4 INSPECT ALL THRU WALL PENETRATIONS AT PERIMETER OF ROOM. GENERAL INTENT IS TO SEAL ALL PENETRATIONS THROUGH WALLS TO PREVENT PASSAGE OF AIR. ALL PENETRATIONS SHALL BE PATCHED AND SEALED WITH DRYWALL AND/OR FIRE CAULK TO MATCH EXISTING. FOR PURPOSES OF BIDDING, CONTRACTOR TO INCLUDE THE FOLLOWING QUANTITIES IN THE PRICE: 300 LF OF FIRE CAULK, 100 SF OF MISCELLANEOUS DRYWALL PATCHING.

5 EXTEND EXISTING SOFFIT TO DECK ABOVE. PROVIDE 5/8" GWB TAPED AND SEAL TO DECK ABOVE. SEAL ALL PENETRATIONS.

6 EXTEND EXISTING PARTITION TO DECK ABOVE. PROVIDE METAL STUDS TO MATCH EXISTING AND 5/8" GWB THIS SIDE ONLY.

SEAL TO DECK ABOVE. SEAL ALL PENETRATIONS.

7 MINIMIZE WORK IN THIS ROOM. WORK FROM OTHER SIDE WHERE POSSIBLE. ESCORT REQUIRED WHEN WORKING IN THIS

ROOM. COORDINATE WITH THE COR.

1/8" = 1'-0"

NEW WORK PLAN GROUND FLOOR

FINISH SCHEDULE

NUMBER ROOM NAME

FLOOR BASE WALL CEILING

REMARKSMTL COLOR MTL COLOR MTL COLOR MTL COLOR HEIGHT

GA101 EQUIPMENT TESTING AND STORAGE /

DISPATCH

ETR - ETR - ETR - ETR - ETR -

GA101B HAC ETR - ETR - ETR - PTD GWB - TME -

GA107 OFFICE ETR - ETR - ETR - ETR - ETR -

GA108 PREP & STERILZATION WORKSHOP ETR - ETR - ETR - ACT1 - ETR 1

GA109 SOILED RECEIVING & DECONTAMINATION ETR - ETR - ETR - ACT1 - ETR 1

GA109A HAC ETR - ETR - ETR - PTD GWB - TME -

GA109C ANTE ROOM SV TME SV TME EPOXY PTD GWB TME EPOXY PTD GWB TME 8'-0" 3

GA110 ANTE ROOM ETR - ETR - ETR TME ETR - ETR 2

GA111 FEMALE TOILET ETR - ETR - ETR - ETR - ETR -

GA112 MALE TOILET ETR - ETR - ETR - ETR - ETR 2

GA113 LOCKERS SV TME SV TME EPOXY PTD GWB TME ACT2 TME 8'-0" 3

GA115 ELECTRICAL ETR - ETR - ETR - ETR - ETR -

GA116 SOILED HOLDING ETR - ETR - ETR - ETR - ETR -

GA117 SPD STERILE AND NON-STERILE ETR - ETR - ETR - ETR - ETR -

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

GB134B

GB134A

GB135

GB136

GA105

GA103

GA103A

GA102GA102A

S1

GA104

GA104A

ISOLATION

ISOLATION

HAC

STRETCHER STORAGE

SCRUB ALCOVE

CORRIDOR

HAC

SPS

OFFICE

PGM

SUPPORT

CLERK

OFFICES

CLERK

SPD

ASST CHIEF

SPS

ELEVATOR

BREAK

ROOM

LOCKERS/

STORAGE

S

S

CEILING LEGEND

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

2 X 4 INDIRECT

LED LIGHT FIXTURE

RECESSED CEILING LIGHT

EXIT SIGN

AREA NOT IN CONTRACT

PLAN

NORTH

ACTUAL

NORTH

KEY PLAN

N.T.S.

WORK AREA:

1ST, 2ND, ROOF

WORK AREA:

GROUND

12345

A

B

C

D

E

F

G

SOILED

RECEIVING &

DECONTAMINATION

GA109

ANTE ROOM

GA110

LOCKERS

GA113

MALE TOILET

GA112

FEMALE TOILET

GA111

ANTE ROOM

GA109C

PREP &

STERILZATION

WORKSHOP

GA108

EQUIPMENT

TESTING AND

STORAGE /

DISPATCH

GA101

OFFICE

GA107

HAC

GA101B

HAC

GA109A

SPD STERILE AND

NON-STERILE

GA117

ELECTRICAL

GA115

SOILED HOLDING

GA116

WALL LEGEND

1 HR. FIRE BARRIER

2 HR. FIRE / SMOKE BARRIER

CORRIDOR SMOKE PARTITION

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A200

REFLECTED CEILING PLAN GROUND

FLOOR

JCHJHT2502.17

01/12/2018

GENERAL CEILING NOTES

CEILING NOTES

• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

• CONTRACTOR SHALL 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.

• EACH SUB CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND EVALUATE THE SCOPE OF WORK REQUIRED BY THEIR RESPECTIVE TRADE AND ANY CONFLICTS WITH OTHER TRADES. ANY CONFLICTS WILL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE COR FOR A RESOLUTION.

• 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.

• CONTRACTOR SHALL COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES FOR OWNER FURNISHED OWNER INSTALLED

EQUIPMENT WITH THE OWNER.

• CONTRACTOR SHALL COORDINATE WITH WORK BEING PERFORMED UNDER SEPARATE CONTRACT BY OWNER.

• SEE A001 FOR FIRE WALL AND SMOKE PARTITION LOCATIONS.

• ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE SEALED. COLOR TO MATCH ADJACENT MATERIALS.

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

• ALL DIMS ON CEILING PLAN ARE TAKEN FROM FACE OF FINISH.

• ALL SOFFITS TO BE PNT#1.

• SEE A001 FOR ICRA INFORMATION.

1 NEW PAINTED GWB CEILING

2 REMOVE, SALVAGE, AND REINSTALL EXISTING CEILING TILES AS REQUIRED FOR NEW MECHANICAL WORK. REPLACE ANY

DAMAGED TILES WITH NEW TILES.

3 EXISTING GRID TO REMAIN. PROVIDE NEW CLEAN ROOM CEILING TILES TO FIT IN EXISITNG GRID

4 NEW 2x2 ACT CEILING SYSTEM.

5 PROVIDE NEW WALL ANGLE. MODIFY EXISTING CEILING REQUIRED TO EXTEND EXISTING PARTITION TO DECK ABOVE.

6 PROVIDE NEW HEADER @ 7' - 0"

7 REMOVE, SALVAGE, AND REINSTALL EXISTING CEILING TILES AS REQUIRED FOR NEW WORK. REWORK EXISITNG GIRD AS NEEDED

FOR NEW WORK. REPLACE ANY DAMAGED TILES WITH NEW TILES.

8 EXISTING CEILING TO REMAIN.

1/8" = 1'-0"

REFLECTED CEILING PLAN GROUND FLOOR - NEW WORK

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

GA100

ELEVATOR LOBBY

ALSD

6-PANEL, TELESCOPING, SLIDING AUTOMATIC DOOR

ALUMINUM AND GLASS

FROSTED, SAFETY GLASS

AT DOOR 109C-A

CLEAR, SAFETY GLASS AT

DOOR 109C-B

6' - 3"

7'

/4

A400

A400

FDAM

FLUSH METAL DOUBLE ACTING DOOR

SCHEDULED WIDTH

S C

H E

D U

L E

D H

E

IG

H T

34 1.72.32.63.9

A

B

DD

FEMALE TOILET

GA111

MALE TOILET

GA112

ANTE ROOM

GA110

LOCKERS

GA113

28 LOCKERS

2'

CART CART

CART

109C-B

109C-A

ANTE ROOM

GA109C

SOILED

RECEIVING &

DECONTAMINATION

GA109

M6

M3

M6

M3 M3B

CLEAR

3' - 0"

3' - 6" CLEAR

3' - 10 7/8"

2'

/8

3'

2'

A300

A300

M3B

1' - 3"

M351

M3

M351

± 3' - 2 3/8" 8' - 5 7/8" ± 5' - 9 1/4"

± 9' - 4 7/8"

± 12' - 4 3/4"1

M3B

CAULK

WALL AS SCHEDULED

5/8" GWB GLUED TO

EXISTING MASONRY

CAULK

A

C O

O R

ID

W

/ D U

C T

W O

R K

A B

O V

E

9'

8'

/2

PARTITION AS SCHEDULED

3 5/8" MTL STUDS @ 16" O.C.

5/8" EPOXY PTD GWB.

COLOR TO MATCH EXISTING

CAULK

EXISTING WALL

EXISTING FRAME

TO REMAIN

CAULK TYP

E X

IS

T

IN

G

7'

ALIGN ALIGN

CAULK TYP

EXTEND STUD TO

DECK ABOVE

EXTEND GWB THIS

SIDE TO DECK ABOVE.

PROVIDE EPOXY PAINT

TO MATCH EXISTING.

PROVIDE EPOXY

PAINT TO MATCH

EXISTING

PROVIDE EPOXY PAINT

TO MATCH EXISTING

EXISTING CEILING

INTERIOR

THREE VERTICAL 6" STUDS AT HEAD

"L" CASING BEAD-TYP AT BOTH SIDES

1/4" SHIM

CONT . CAULK - PTD-TYP

TELESCOPING AUTOMATIC DOOR

C L O

F

IC

U D

O O

R A

N D

W A

L L

T Y

P E

"L" CASING BEAD-TYP AT

ALL EXPOSED CORNERS

CONT. CAULK

AT BOTH SIDES - PTD

LEVEL 03 Roof 41' - 0"

EXISTING STRUCTURE

3 5/8" METAL STUDS

EXISTING STRUCTURAL STEEL

PRESSURE TREATED WOOD BLOCKING

EXISTING ROOF

1 1/2" EIFS. COLOR TO MATCH EXISTING

5/8" SHEATHING

EXISTING SHAFT WALL

3/4" EXTERIOR PLYWOOD

1 1/2" RIGID INSULATION

5/8" SHEATHING

GALVANIZED METAL CAP

12" METAL STUDS ANCHORED TO EXISTING STRUCTURE.

SEE STRUCTURAL.

COORDINATE HEIGHT WITH LOCATION OF BOTTOM OF

PIPE. SEE MECHANICAL AND PLUMBING.

12" METAL STUDS ANCHORED TO EXISTING

STRUCTURE. SEE STRUCTURAL.

COORDINATE HEIGHT WITH LOCATION OF TOP OF

PIPE. SEE MECHANICAL AND PLUMBING.

NEW PIPEWORK. COORDINATE WITH

MECHANICAL AND PLUMBING DRAWINGS.

A300

Sim

MINERAL WOOL INSULATION (R-30 MIN.)

SLOPE TOP OF STUDS TO MATCH EXISTING SLOPE

A300

PIPES, TYP. COORDINATE WITH

MECHANICAL AND PLUMBING

1 1/2" EIFS

5/8" SHEATHING 12" METAL STUDS ANCHORED TO

EXISTING STRUCTURE. COORDINATE

HEIGHTS WITH PIPE LOCATIONS. SEE

MECHANICAL AND PLUMBING.

3 5/8" METAL STUDS, CONTINUOUS

ALIGN

EXISTING STRUCTURE

8'

0"

± 1' - 7 1/8" 4' - 1 5/8"

5' - 8 3/4"

LEGEND

AREA NOT IN CONTRACT

2" 2"VARIES

2" V

A R

IE

S

PTD HOLLOW MTL FRAME

DOOR REMARKS

1. SALVAGED DOOR AND HARDWARE.

2. DOOR OPERATION: KEY PAD TO ENTER ANTE ROOM, TOUCHLESS PAD TO EXIT ROOM

3. DOOR OPERATION: TOUCHLESS PAD TO ENTER ANTE ROOM. NO ENTRANCE FROM

ANTE ROOM TO SOILED RECEIVING.

4. PROVIDE POWER AS REQUIRED. SEE ELECTRICAL DRAWINGS.

4 2

4 2

8" M

IN

4" M

IN

4"

EIFS, THICKNESS

VARIES BACK WRAP AT

ALL EDGES

3/4" BACKER ROD AND

SEALANT

METAL FLASHING

TRTD. WOOD BLOCKING

THICKNESS TO MATCH EIFS

ANCHOR @ 24" O.C. MINIMUM

SEAM CAULK

ROOF MEMBRANE

BONDING ADHESIVE

ROOF INSULATION

FASTENERS @ 12" O.C.

TRTD. WOOD BLOCKING

GWB

DBL MTL STUDS AT

HEAD AND JAMB

CONT. CAULK AT

BOTH SIDES

HOLLOW METAL FRAME

2"

EQ

VARIES

JAMB SIMILAR

SEE WALL TYPE

EQ

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A300

ENLARGED GROUND FLOOR PLAN ,

DOOR SCHEDULE AND DETAILS

JCHJHT2502.17

01/12/2018

3/8" = 1'-0"

DOOR TYPES

A300 1/4" = 1'-0"

1 NEW WORK PLAN GROUND FLOOR

1 ALIGN NEW GWB WITH EXISTING

2 NEW SINK. SEE PLUMBING DRAWINGS.

3 RELOCATE SALVAGED DOOR WITH A NEW FRAME IN NEW PARTITION

4 NEW TWO-TIERED, 15" x 18" x 72" LOCKERS. VAFVAI

5 PAINT ENTIRE WALL

6 CARD ACCESS DOOR OPERATOR. SEE ELECTRICAL DRAWINGS.

7 LIGHT SWITCH. SEE ELECTRICAL DRAWINGS.

8 TOUCHLESS DOOR OPERATOR. SEE ELECTRICAL DRAWINGS.

9 PROVIDE NEW SEAMLESS SHEET VINYL BASE. HEIGHT TO MATCH EXISTING BASE. WELD BASE TO EXISTING FLOORING. PROVIDE

EPOXY PAINT FOR PTD GWB. COLOR TO MATCH EXISTING.

A300 3/4" = 1'-0"

3 PLAN DETAIL

NEW WORK NOTES#

3/4" = 1'-0"A300

2 SECTION AT NEW ANTE ROOM

A300 1 1/2" = 1'-0"

6 HEAD DETAIL

A300 1 1/2" = 1'-0"

5 JAMB DETAIL

WALL TYPE SCHEDULE

TYPE STC DESCRIPTION FIRE RATING UL REMARKS

M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3B N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING OR AS DETAILED.

N/A N/A

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND GWB TO 4"

ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE OF DECK OR

STRUCTURE ABOVE AT 48" O.C. MAX OR AS DETAILED.

N/A N/A

M351 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB BOTH SIDES. PROVIDE 3" SAFB

CREASED MINERAL WOOL. EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE

N/A U419 PROVIDE SOUND INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE ACOUSTICAL SEALANT AT

ALL WALL PENETRATIONS.

SW_1 N/A 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 5/8" GWB

OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK ABOVE.

1 HR BARRIER U 415 SYSTEM A

A300 3/4" = 1'-0"

9 SHAFT WALL SECTION

A300 3/4" = 1'-0"

8 PLAN DETAIL - SHAFT

DOOR SCHEDULE

NUMBER

DOOR FRAME FIRE

RATING HARDWARE REMARKSTYPE WIDTH HEIGHT THICKNESS TYPE HEAD JAMB SILL

109.1 E FDAM 2' - 6" 7' - 0" 1" - - - - - BY MANUF. -

109.1 F FDAM 2' - 6" 7' - 0" 1" - - - - - BY MANUF. -

109C-A ALSD 5' - 11" 6' - 3 1/4" 1 3/4" - 6 / A300 5 / A300 - None BY MANUF. 2, 4

109C-B ALSD 5' - 11" 6' - 3 1/4" 1 3/4" - 6 / A300 5 / A300 - None BY MANUF. 3, 4

112 F 3' - 0" 7' - 0" 1 3/4" 1 4 / A300 4 / A300 - - SALV. 1

3/8" = 1'-0"

FRAME TYPE

A300 3" = 1'-0"

7 ROOF-WALL JOINT DETAIL

A300 1 1/2" = 1'-0"

4 HEAD DETAIL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

EXISTING CORRIDOR

C1-13

C2-14

C2-14

A300

GUARDRAIL

± 63' - 0"

G U

A R

D R

A

IL

GUARDRAIL

± 22' - 0"

G U

A R

D R

A

IL

8 7 6 5 4 3

A

B

C

EE

TYPTYP

14 14

14 14

PLAN

NORTH

ACTUAL

NORTH

KEY PLAN

N.T.S.

WORK AREA:

1ST, 2ND, ROOF

WORK AREA:

GROUND

SW_1

SW_1

4 4± 7'

0"

± 1' - 4" 4' - 10 1/2"

12' - 6"

7 6 5

A

EE

7.2

NO WORK THIS FLOOR. REFERENCE ONLY

7 6 5

A

EE

7.2

21"

SPHERE

3'

INSTALL RAILING PER MANUFACTURER SPECS

FINISH ROOF1'

SEE ROOF PLAN FOR OVERALL RAILING RUNS

TYPICAL SPACING

± 6' - 6" ± 3' - 3"

SEE MANUF. SPECS

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B us iness

SDVOSB

CVE

www.pfa-architect.com - Project No:

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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

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: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

FINAL BID DOCUMENTS

FULLY SPRINKLERED

REPLACEMENT OF AHU-3

IN BUILDING 77

MOUNTAIN HOME, TENNESSEE

621-16-144

01-12-2018

BLDG. 77

Department of Veterans Affairs

PF&A DESIGNARCHITECTURE, PLANNING, INTERIORSPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A400

ENLARGED NEW WORK PLANS

JCHJHT2502.17

01/12/2018

GENERAL ROOF NOTES

NEW WORK NOTES#

1 ALIGN SHAFT WALL WITH EXISTING WALL

2 TEMPORARY 2 HR PARTITION

3 EXISTING ACCESS PANELS

4 EXISTING SHAFT

5 NEW MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS.

6 NEW ROOF WALK PADS. COORDINATE FINAL LOCATIONS IN FIELD.

7 EXTEND EIFS FINISH AS INDICATED COLOR TO MATCH EXISTING

8 PROVIDE NEW GALVANIZED SHEET METAL CAP OVER TOP OF SHAFT. SLOPE TO MATCH EXISTING.

9 NEW NON PENETRATING ROOF EDGE PROTECTION GUARDRAIL AND COUNTER BALANCES.

10 EXISTING ROOF ACCESS

11 EXISTING ROOF DRAIN

12 EXISTING WALK PADS.

13 ACCESS PLATFORM. SEE MECHANICAL DRAWINGS.

14 NEW LADDER. SEE STRUCTURAL DRAWINGS.

15 EXISTING LADDER

1/8" = 1'-0"

NEW WORK ROOF PLAN - PHASE 1

1/4" = 1'-0"

NEW WORK PLAN - FIRST FLOOR - PHASE 1

1/4" = 1'-0"

NEW WORK PLAN - SECOND FLOOR = PHASE 1

• SEE A001 FOR ICRA INFORMATION.

• 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.

WALL TYPE SCHEDULE

TYPE STC DESCRIPTION FIRE RATING UL REMARKS

M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3B N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING OR AS DETAILED.

N/A N/A

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND GWB TO 4"

ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE OF DECK OR

STRUCTURE ABOVE AT 48" O.C. MAX OR AS DETAILED.

N/A N/A

M351 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB BOTH SIDES. PROVIDE 3" SAFB

CREASED MINERAL WOOL. EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE

N/A U419 PROVIDE SOUND INSULATION WHERE COMPONENTS MEET DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE ACOUSTICAL SEALANT AT

ALL WALL PENETRATIONS.

SW_1 N/A 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 5/8" GWB

OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK ABOVE.

1 HR BARRIER U 415 SYSTEM A

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

A400 1/4" = 1'-0"

4 PARTIAL RAILING ELEVATION

CART STORAGE

GB134D

B134E

GB134B

GB134A

GB135

GB136

GB137

GB134C

GB134

P2

P1

GA100

SOILED UTILITYOILET

ISOLATION

ISOLATION

HAC

STRETCHER STORAGE

EQUIP

STORAGE

STOCK

RM

E

KER

M

SURGICAL

RECOVERY

ELEVATOR

ELEVATOR

EQUIP

STO

ELEVATOR LOBBY

FEMALE TOILET

GA111

MALE TOILET

GA112

ANTE ROOM

GA110

SOILED

RECEIVING &

DECONTAMINATION

GA109

ANTE ROOM

GA109C

LOCKERS

GA113

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

FIRE PROTECTION

PLAN

FX101

pdMP

S-17 S-18

L003

L004

P2

P1

2 GA100

ELEVATOR ELEVATOR

ELEV. EQUIP.

FEMALE

TOILET

ELEVATOR

ELEVATOR

NG

AIR ELEVATOR LOBBY

FEMALE TOILET

GA111

MALE TOILET

GA112

ANTE ROOM

GA110

LOCKERS

GA113

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

PLUMBING

PLANS

P-101 pdMP

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

MECHANICAL

ABBREVIATION, NOTES & SYMBOLS

M-001

ARFPB

EXISTING

MECH RM

L001

GA111

GA112

ANTE

ROOM

GA110

SOILED

RECEIVING &

DECONTAMINATION

GA109

PREP &

STERILZATION

WORKSHOP

GA108

SPS STERILE &

NON STERILE

GA117

ELECTRICAL

ROOM

GA115

GA116

GA114

CART

STORAGE

LOCKERS/STORAGE

EQUIPMENT

TESTING AND

STORAGE/

DISPATCH

GA101

C A

R T

W A

S H

GA107

GA103A

BREAK ROOM

GA104

GA105

GA104A

HAC

OFFICE

SPS OFFICE

PGM SUPPORT

CLERK

GA103

SPS CLERK

GA102

ASST CHIEF SPS

GA102A

OFFICE

FEMALE TOILET

MALE TOILET

SOILED

HOLDING

PASS THRU

CORRIDOR

GA128

ELEVATOR

S1

GA106

TELE

ELEVATOR

LOBBY

GA100

SURGICAL

RECOVERY

GB134

ISOLATION

GB134A

ISOLATION

GB134B

STRETCHER

STORAGE

GB136

HAC

GB135

EQUIPMENT

STORAGE

GB137

OPERATING ROOM

GB132

STORAGE LOGISTICS

GB133

SCRUB

ALCOVE

PHASE BOUNDARY (TYP)

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

MECHANICAL

DEMOLITION PLANS

MD101

GG

JJ

XJ

FF

EE

DD

5.8 5.3 4.77.05 4.36.0 5.2 5.0

GG

JJ

XJ

FF

EE

DD

5.8 5.3 4.77.05 4.36.0 5.2 5.0

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

MECHANICAL

DEMOLITION PLANS

MD102

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

FINAL BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

Department of Veterans Affairs

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: 0499-0088

B

A

C

D

E

F

PLAN

NORTH

ACTUAL

NORTH

MECHANICAL

DEMOLITION PLAN

MD103

6 5 4 3 2 1

A

B

C

D

E

F

G

GA111

GA112

ANTE

ROOM

GA110

SOILED

RECEIVING &

DECONTAMINATION

GA109

PREP &

STERILZATION

WORKSHOP

GA108

SPS STERILE &

NON STERILE

GA117

ELECTRICAL

ROOM

GA115

GA116

GA114

CART

STORAGE

LOCKERS/STORAGE

EQUIPMENT

TESTING AND

STORAGE/

DISPATCH

GA101

C A

R T

W A

S H

GA107

GA103A

BREAK ROOM

GA104

GA105

GA104A

HAC

OFFICE

SPS OFFICE

PGM SUPPORT

CLERK

GA103

SPS CLERK

GA102

ASST CHIEF SPS

GA102A

OFFICE

FEMALE TOILET

MALE TOILET

SOILED

HOLDING

PASS THRU

CORRIDOR

GA128

ELEVATOR

S1

GA106

TELE

ELEVATOR

LOBBY

GA100

SURGICAL

RECOVERY

GB134

ISOLATION

GB134A

ISOLATION

GB134B

STRETCHER

STORAGE

GB136

HAC

GB135

EQUIPMENT

STORAGE

GB137

OPERATING ROOM

GB132

STORAGE LOGISTICS

GB133

SCRUB

ALCOVE

GA113

LOCKERS

REPLACEMENT OF AHU-3

IN BUILDING 77

NO. DESCRIPTION DATE

BLDG. 77

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

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MILLER-REMICK LLC

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