S02 - Attachment 8 - Butler EHRM IU - Drawing - Arch R1.pdf

S L

O P

E D

O W

N @

1.38A

(LEASED

ONLYONLY

V A

N

BUILDINGS WITHIN THE SCOPE OF THIS PROJECT

DATA CENTER

ARCHITECTURAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

DESIGN TEAM

FIRE PROTECTION

SPEES DESIGN BUILD

STRUCTURAL

WSP USA, INC.

ELECTRICAL

SPEES DESIGN BUILD

ENVIRONMENTAL

PERFORMANCE ENVIRONMENTAL

MECHANICAL

SPEES DESIGN BUILD

33301 9TH AVENUE SOUTH

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

105 BRADFORD ROAD, SUITE 320

WEXFORD, PA 15090

PHONE: (412) 616-1173

CIVIL

WSP USA, INC.

33301 9TH AVENUE SOUTH

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

COMMUNICATIONS

WSP USA, INC.

33301 9TH AVENUE SOUTH

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

PROJECT INFORMATION

STATE:

COUNTY:

JURISDICTION:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL IMPROVE,

RECONFIGURE, EXPAND AND RENOVATE

EXISTING SPACES, AND CONSTRUCT NEW

EXTERIOR ROOMS FOR NEW

TELECOMMUNICATION ROOMS.

APPLICABLE BUILDING

BUILDING 2, 4, 6, 7, 8, 20, 21, 30,

46, 47, 48, 137 (DATA CENTER)

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDENT ON

EACH INDIVIDUAL ROOM LOCATION,

CLASS I, II, III AND IV.

PENNSYLVANIA

BUTLER

BUTLER TOWNSHIP

DEPARTMENT OF VETERANS

AFFAIRS

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

VA BUTLER HEALTHCARE, 325 NEW CASTLE ROAD, BUTLER, PA. 16001

COR

SIGNATURE LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

G-001

COVER

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA CO

100% CONSTRUCTION

DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

VA BUTLER HEALTHCARE, 325 NEW CASTLE ROAD, BUTLER, PA. 16001

PROJECT #: 529-22-700

1" = 200'-0"

FACILITY SITE PLAN

TRUE

NORTH

NOT TO SCALE

LOCATION MAP

Revisions: Date:

11/30/202310/11/202311/30/2023

AB

ABA

AC(T)

ACM

ACW

ADA

ADJ

A/E

AF

AFF

AGG

ALT

ALUM

APPROX

ARCH

ASPH

A/V

BARR

BATH

BB

BLDG

BLK

BLKG

BLW

BM

BMTU

BO

BOC

BOS

BRC

BRKT

BRNG

BTM

BTWN

CAB

CC

CD

C.F.M.F

CJ

CLG

CLR

CMU

CO

COL

COMP

CONC

CONN

CONST

CONT

COORD

COR

CORR

CS

CT

CTR

CV

AND

ANGLE

AT

CENTERLINE

DEGREES

NUMBER

ANCHOR BOLT

ARCHITECTURAL BARRIERS ACT

ACOUSTICAL CEILING (TILE)

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL WALL

AMERICANS W/ DISABILITIES ACT

ADJACENT

ARCHITECT/ENGINEER

ACCESS FLOOR

ABOVE FINISH FLOOR

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATELY

ARCHITECT(URAL)

ASPHALT

AUDIO / VIDEO

BARRIER

BATHROOM

BACKER BOARD

BUILDING

BLOCK

BLOCKING

BELOW

BEAM

BONE MARROW TRANSPLANT UNIT

BOTTOM OF

BOTTOM OF CURB

BOTTOM OF SLAB

BRACE, BRACING

BRACKET

BEARING

BOTTOM

BETWEEN

CABINET

CONTRACTOR FURN, CONTRACTOR INST

CONSTRUCTION/CONTRACT DOCUMENTS

COLD FORMED METAL FRAMING

CONTROL JOINT

CEILING

CLEAR(ANCE)

CONCRETE MASONRY UNIT

CONTRACTING OFFICER

COLUMN

COMPOSITION

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CONTRACTING OFFICER REPRESENTATIVE

CORRIDOR

CONCRETE SEALER

CERAMIC TILE

CENTER

CONTRACTOR FURNISHED, VA INSTALLED

HDR

HDWE

HM

HORZ

HPDL

HR

HT

HVAC

ICRA

ID

ILSM

INCL

INST

INSUL

INT

JT

KV

LAM

LAV

LCM

LT

MAT

MAX

MDF

MECH

MEP

MFR

MIN

MISC

MOD

MTL

N N/A

NEG

NO.

NOM

NTS

O.C.

OPNG

OPP

OPT

OVHD

P

PCONC

PCRA

PL

PLAM

PLY(WD)

PNL

PR

PRFB

PS

PT

PTN(S)

PVMT

QTY

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH PRESSURE DECORATIVE LAM

HOUR

HEIGHT

HEATING, VENTILATION & AIR CONDITIONING

INFECTIOUS CONTROL RISK ASSESSMENT

INSIDE DIAMETER OR DIM

INTERIM LIFE SAFETY MEASURES

INCLUDE(D,ING)

INSTALL

INSULATION

INTERIOR

JOINT

KILOVOLT

LAMINATE(D)

LAVATORY

LEAD CONTAINING MATERIAL(S)

LIGHT

MATERIAL(S)

MAXIMUM

MEDIUM-DENSITY FIBREBOARD

MECHANIC(AL)

MECHANICAL, ELECTRICAL, PLUMBING

MANUFACTURE(R)

MINIMUM

MISCELLANEOUS

MODIFIED

METAL

NORTH

NOT APPLICABLE

NEGATIVE

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER(S)

OPENING

OPPOSITE

OPTION(AL)

OVERHEAD

PAINT

PRECAST CONCRETE

PRE-CONSTRUCTION RISK ASSESSMENT

PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PREFABRICATED

PLASTIC

PRESSURE TREATED

PARTITION(S)

PAVEMENT

QUANTITY

RAD

RCP

REF

REINF

REP

REQ(s,(')D)

RESIL

REV

RF

RM

RMV

RO

S

SCHED

SD

SECT

SF

SFRM

SHG

SHT(G)

SIM

SM

SOW

SPEC

SQ

SS

ST

STDG

STL

STOR

STRUCT

SUSP

SV

SYS

TEMP

T&G

THK

THRESH

TOC

TOS

TPH

TRANS

TS

TYP

UON

VA

VAR

VB

VC

VERT

VIF

VV

W W/

WD

WDW

WGHT

W/O

WP

WR

RADIUS

REFLECTED CEILING PLAN

REFERENCE

REINFORCE(D,ING)

REPRESENTATIVE

REQUIRE(D,S,MENT(S))

RESILIENT

REVERSE

RADIO FREQUENCY / ROOF

ROOM

REMOVE

ROUGH OPENING

SOUTH

SCHEDULE

SCHEMATIC DESIGN

SECTION

SQUARE FEET

SPRAY APPLIED FIRE-RESISTIVE MATERIAL

SHINGLES

SHEET (SHEATHING)

SIMILAR

SEAM

SCOPE OF WORK

SPECIFICATION

SQUARE

STAINLESS STEEL

STAIN

STANDING

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

SYSTEM

TEMPORARY

TONGUE AND GROOVE

THICK(NESS)

THRESHOLD

TABLE OF CONTENTS

TOP OF SLAB

TOILET PAPER HOLDER

TRANSITION

TUBE STEEL

TYPICAL

UNLESS OTHERWISE NOTED

VETERANS AFFAIRS

VARIES

VAPOR BARRIER

VA FURNISHED, CONTRACTOR INSTALLED

VERTICAL

VERIFY IN FIELD

VA FURNISHED, VA INSTALLED

WEST

WITH

WOOD

WINDOW

WEIGHT

WITHOUT

WATERPROOF(ING)

WATER RESISTANT

DBL

DC

DD

DEMO

DEPT

DG

DIA

DIM

DS

DWN

DR

DTL

DWG

E

EA

EJ

ELEC

ELEV

ENG

EOC

EOP

EPDM

EQ

EQUIP

ES

ETS

EX(IST)

EXP

EXT

FA

FD

FE(C)

FF

FFB

FFL

FIN

FLASH

FLR

FLRSNT

FNDN

FOC

FOF

FOS

FP

FR

FRM

FT

FTG

FUR

FURN

GA

GALV

GE

G(W)B

GC

GL

GLB

GMU

GOV(T)

GYP

DOUBLE

DIRECT CURRENT

DESIGN DEVELOPMENT

DEMOLISH(ION)

DEPARTMENT

DESIGN GUIDE

DIAMETER

DIMENSION

DOWNSPOUT

DOWN

DOOR

DETAIL

DRAWING(S)

EAST

EACH

EXPANSION JOINT

ELECTRIC(AL)

ELEVATION OR ELEVATOR

ENGINEER(ING)

EDGE OF CURB

EDGE OF PAVEMENT

ETHYLENE PROPYLENE DIENE TERPOLYMER

EQUAL

EQUIPMENT

EACH SIDE

EXPOSED TO STRUCTURE

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE EXTINGUISHER (CABINET)

FACTORY FINISH

FINISH FLOOR BREAK

FINISH FLOOR LINE

FINISH(ED)

FLASHING

FLOOR(ING)

FLORESCENT

FOUNDATION

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FIRE PROOF

FIRE RATED

FRAME

FOOT, FEET

FOOTING

FURRING

FURNISHED

GAGE, GAUGE

GALVANIZED

GENERAL ELECTRIC

GYPSUM (WALL) BOARD

GENERAL CONTRACTOR

GRID LINE

GLUE LAMINATED BEAM

GLASS MASONRY UNIT

GOVERNMENT

GYPSUM BOARD

A101

1 TYP

101.1

A-101

SIM

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION FLAG

WALL SECTION FLAG

CALLOUT FLAG

VERTICAL GRID LINE

HORIZONTAL GRID LINE

TRUE NORTH ARROW

PROJECT NORTH ARROW

(TRUE NORTH DASHED)

ELEVATION MARKER

KEY NOTE

ROOM TAG (SF OPTIONAL)

CEILING MATERIAL WITH

CEILING HEIGHT TAG

ROOM NAME

150 SF

A

A-101

SIM

01A

TRUE

NORTH

W1

A-101

PROJECT

NORTH

WALL TAG

FLOOR TAG

ROOF TAG

DOOR TAG

WINDOW TAG

SPECIALTY EQUIPMENT TAG

SIGNAGE TAG

SIGNAGE KEY NOTE

(AW SHEETS ONLY)

SIGNAGE MATERIAL TAG

(AW SHEETS ONLY)

EXISTING TO REMAIN

NEW CONSTRUCTION

TO DEMOLISH

HIDDEN ABOVE OR BELOW

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

NEW DOOR

SMOKE ZONE

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE RATED WALL

SMOKE & 1 HR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

AREA OF WORK / AREA SHOWN

CONSTRUCTION ZONE, ( - - )

PRESSURE

ANTE ROOM, ( - ) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

PATH OF TRAVEL

EMERGENCY EGRESS PATHWAY

SEISMIC JOINT

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD, TYPE X

ACOUSTICAL CEILING TILE, 2' x 2'

CONCRETE

STEEL

PLYWOOD, FIRE RATED

EARTH

SUPPLY GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

RETURN GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

LIGHTING PER ELECTRICAL

(SIZE & PROPORTIONS MAY VARY)

A-101

A01

D88

A5175SOAP DISH

IN-04.02-01

AFF

ACT 2x2

9' - 0"

FEC

F-1

R-1

FE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-001

ARCHITECTURAL SYMBOLS &

ABBREVIATIONSSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA RB

100% CONSTRUCTION

DOCUMENTS

SYMBOLS ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-002

GENERAL NOTES

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA RB

100% CONSTRUCTION

DOCUMENTS

APPLICABLE PUBLICATIONS

1. ALL WORK DONE BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE PERFORMED WITH A HIGH LEVEL OF

WORKMANSHIP.

2. MAINTAIN A SAFE, CLEAN CONSTRUCTION ZONE AT ALL TIMES.

3. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH A +/- SYMBOL. ONLY NORMAL INDUSTRY STANDARD

TOLERANCES ARE ACCEPTABLE DEVIATIONS FROM DIMENSIONS INDICATED.

4. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE FULL SPACE INDICATED WITHOUT ENCROACHMENTS.

5. FURNISH ALL MATERIALS & PRODUCTS TO COMPLY WITH THE CONTRACT DOCUMENTS.

6. ALL VERTICAL HEIGHTS INDICATED ARE FROM THE FINISH FLOOR ELEVATION, UON.

7. ANY AND ALL WALL MOUNTED EQUIPMENT SHALL HAVE BLOCKING IN WALL BEHIND, THIS INCLUDES BACKING FOR WALL MOUNTED DOOR STOPS. ENSURE THAT ALL REQUIRED BACKING IS INSTALLED IN WALLS PRIOR TO INSTALLING

DRYWALL.

8. ON EACH PIECE OF PLYWOOD IN THE TR ROOMS, CONTRACTOR SHALL NOT PAINT OVER THE FIRE RATING STAMP. FIRE

RATING STAMP SHALL REMAIN VISIBLE.

9. SEGREGATE ALL NURSE CALL, FIRE ALARM AND SECURITY SYSTEM ALARM WIRES FROM THE DATA CABLES WHEN THEY ARE INTERMIXED. CONTRACTOR SHOULD EXPECT WIRES TO BE INTERMIXED IN CERTAIN AREAS OF THE FACILITY TO

INCLUDE BUT NOT LIMITED TO CABLE TRAYS, J-HOOKS AND IN OPENINGS.

10. MOVE AND STORE ALL FURNITURE, FIXTURES, AND EQUIPMENT (FFE) AS NEEDED. FFE WILL BE COVERED WITH PLASTIC BEFORE BEING MOVED. FFE WILL BE MOVED BACK TO THE SAME LOCATION IT WAS ORIGINALLY LOCATED WHEN CONTRACTORS WORK IS COMPLETE. IF EQUIPMENT NEEDS TO BE MOVED OUTSIDE THE ROOM IT IS THE CONTRACTOR'S RESPONSIBILITY TO COVER ALL COSTS ASSOCIATED WITH MOVING, STORING, AND REINSTALLING FFE. MOVING, REMOVING AND SUBSEQUENT RETURN, OF ANY FURNITURE WILL BE THE RESPONSIBILITY OF THE VA.

11. WHEN THE CONTRACTOR MOVES FFE, THE CONTRACTOR IS RESPONSIBLE FOR UNPLUGGING ALL EQUIPMENT FROM WALLS APPROPRIATELY. DURING REINSTALLATION OF FFE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO RECONNECT

POWER PLUGS. THE VA WILL RECONNECT ALL DATA TO THE NEW CAT 6A DATA PORTS.

12. REMOVAL OF EXISTING CEILING AND TURNING UPRIGHT EXISTING SPRINKLER HEADS NEED TO BE COORDINATED TO

HAPPEN CONCURRENTLY WHERE APPROPRIATE.

13. ANY CEILING TILES REMOVED DURING CONSTRUCTION ACTIVITIES (i.e. CABLING INSTALLATION) IN NON-BARRICADED

AREAS SHALL BE REINSTALLED AT THE END OF EVERY WORK SHIFT.

14. IF FLOOR OR RATED WALL PENETRATIONS CANNOT BE FIRESTOPPED AT THE END OF THE WORK SHIFT DUE TO THE NEED TO PULL ADDITIONAL CABLES, TEMPORARY FIRE STOPPING COMPOSED OF MINERAL WOOL SHOULD BE INSTALLED IN THE PENETRATION TO PROVIDE PROTECTION AGAINST FIRE/SMOKE SPREAD THROUGH THE UNSEALED

PENETRATION.

15. CONTRACTOR TO ADD A CO2 FIRE EXTINGUISHER WITHIN 10' OF THE NEW TR/TE SPACE. EXISTING FIRE EXTINGUISHERS

SHALL NOT BE MOVED OR REPLACED.

ARCHITECTURAL NOTES

AS AN AGENCY OF THE FEDERAL GOVERNMENT, THE VA IS NOT SUBJECT TO LOCAL IMPOSITIONS OF CODE ENFORCEMENT PROCEDURES ( DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC). THE VA SHALL FUNCTION AS THE

AUTHORITY HAVING JURISDICTION (AHJ).

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE AND OTHER

GUIDEANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL).

INTERNATIONAL BUILDING CODE (IBC) 2021.

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021.

NATIONAL FIRE PROTECTION AGENCY (NFPA) 101 LIFE SAFETY CODE. NFPA 101 TAKES PRECEDENCE OVER IBC.

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

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

VA SEISMIC DESIGN REQUIREMENTS, H-18-8.

NATIONAL ELECTRICAL CODE (NEC).

INTERNATIONAL PLUMBING CODE (IPC)2021.

SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAL SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS), INCLUDING VA SUPPLEMENT BARRIER FREE DESIGN GUIDE

(PG-18-3)

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

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

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPACT)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH- RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433,434 AND 435.

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY AND TRANSPORTATION MANAGEMENT.

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01 01 0 OF THE

VA MASTER CONSTRUCTION SPECIFICATION.

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1 - 2022.

SAFETY STANDARD FOR REFRIDERATION SYSTEMS - ASHRAE STANDARD 15 - 2007.

VAMC APPROVED HARDWARE LOCKING STANDARDS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)

FEDERAL COMMUNICATIONS COMMISSION (FCC), ALL REGULATIONS, PROCEDURES AND STANDARDS FOR TWO-WAY RADIO

EQUIPMENT, SYSTEMS AND OPERATION

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO), STANDARDS FOR PROTOCOLS AND

INTERFACES THAT INCLUDE OPEN SYSTEM INTERCONNECTIONS (OSI)

JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS (JACHO),

ENVIRONMENT OF CARE GUIDELINES AND STANDARDS

FACILITIES GUIDELINES INSTITUTE (FGI): 2010 , OR MOST CURRENT ISSUE, GUIDELINES FOR THE

DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES

THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND NATIONAL SOCIETY OF PROFESSIONAL

ENGINEERS(NSPE) RECENT ADDITIONS TO THEIR PROFESSIONAL CODES OF ETHICS ENCOURAGING

“ENVIRONMENTALLY RESPONSIBLE DESIGN”

1. THE CONTRACTOR SHALL NOTIFY "PA ONE CALL" (1-800-242-1776) AT LEAST 72 HOURS PRIOR TO EXCAVATION. THE

CONTRACTOR SHALL FOLLOW MCM SC-20.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

3. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

4. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

5. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL.

THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

6. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

8. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE DAILY.

NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING CONDITIONS, DIMENSIONS, AND GRADES.

10. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

11. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING

CONSTRUCTION.

13. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VAMC POLICE DEPARTMENT (COR). WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED WITH THE VAMC.

14. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS- BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

15. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTORS EXPENSE.

16. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

17. ANY REQUIRED PAVEMENT RESTORATION TO ANY PARKING LOT THAT HAS BEEN PAVED WITHIN THE LAST TWO YEARS SHALL BE RESTORED FOR THE ENTIRE LIMITS OF THE LOT. ANY REQUIRED PAVEMENT RESTORATION TO ANY SECTION OF ROADWAY THAT HAS BEEN PAVED WITHIN THE LAST TWO YEARS SHALL BE RESTORED AT FULL WIDTH OF THE ROADWAY.

Revisions: Date:

GENERAL NOTES

1. COMPLY WITH ALL REQUIREMENTS LISTED IN THE

INFECTION CONTROL SECTION OF SPECIFICATION 01 35

26 -SAFETY REQUIREMENTS.

2. CONSTRUCTION ZONE ENTRANCES AND EXITS SHALL BE

LOCKED AT ALL TIMES UNLESS IN USE BY THE

CONTRACTOR. WHEN IN USE, ACCESS WILL BE

CONTROLLED AND MONITORED BY THE CONTRACTOR.

3. ADHESIVE WALK OFF CONSTRUCTION MATS TO BE USED

AT ALL CONSTRUCTION ZONE AND ANTE ROOM

ENTRANCES AND EXITS.

4. TEMP BARRIERS AND DOORS MAY ONLY BE DEMOLISHED

ONCE GIVEN FINAL APPROVAL BY THE VA COR.

( + ) PRESSURE

CONSTRUCTION ZONE, ( - - ) PRESSURE

ANTE ROOM, ( - ) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

CONSTRUCTION TACKY MATT

NEGATIVE AIR MACHINE

INSTALL TEMPORARY 1 HR CONSTRUCTION ICRA BARRIER

TO SEPARATE CONSTRUCTION AREA FROM OCCUPIED

SPACE.

INSTALL TEMPORARY PLASTIC FIRE RESISTANT, DUST

BARRIER. MAY ONLY BE DURING NON FUNCTIONAL

MEDICAL CENTER HOURS.

INSTALL FIRE RESISTANT TEMPORARY DOOR AT OPENING

AND MATCH RATING OF ICRA BARRIER, TYPICAL.

PLACE TACKY CONSTRUCTION WALK-OFF MATS AT

ENTRANCE AND EXIT SIDE OF CONSTRUCTION ACTIVITY

AREAS, TYPICAL.

FOR CLASS III & IV, NEGATIVE AIR MACHINE IS REQUIRED

AND SHALL BE LOCATED EITHER AT THE ICRA BARRIER OR

AT AN EXTERIOR WINDOW. COORDINATE WITH VA

INFECTIOUS PREVENTION TEAM AND COR.

DIGITAL/ANALOG PRESSURE GAUGE. CALCULATE CFM

FOR NEGATIVE PRESSURE AT

10 ACH.

EXISTING SUSPENDED

CEILING TO REMAIN ON

CORRIDOR SIDE

EXISTING

WALLS TO

REMAIN

EXISTING

WALLS TO

REMAIN

EXISTING DOOR BEHIND

VISQUEEN BARRIER

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO TOP OF CEILING,

TYPICAL

FIRE RESISTANT PLASTIC

DUST BARRIER

SURROUNDING DOOR,

TYPICAL

EXTENSION POLES, TYPICAL

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO BOTTOM OF

FLOOR, TYPICAL

BOTTOM OF CEILING

ZIPPER OPENING, TYPICAL

STICKY TACKY MATT

INFRONT OF VISQUEEN

BARRIER

TAPE TOP OF

CONSTRUCTION BARRIER

TO BOTTOM OF CEILING

CONSTRUCTION BARRIER

SURROUNDING EXIST

DOOR, TYPICAL

TAPE BOTTOM OF

CONSTRUCTION BARRIER TO

FLOOR SURFACE, TYPICAL

STICKY TACKY MATT IN FRONT

OF FIRE RESISTANT PLASTIC

BARRIER, TYPICAL

NEGATIVE AIR MACHINE,

TYPICAL (INSTALL AT ICRA

BARRIER IF EXTERIOR

WINDOW IS NOT AVAILABLE).

TEMPORARY FIRE

RATED DOOR, TYPICAL

DIGITAL/ANALOG PRESSURE

GAUGE. CALCULATE CFM FOR

NEGATIVE PRESSURE AT

10 ACH.

PROJECT AREA

PROJECT AREA

PATCH, REPAINT AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

PROJECT AREA

PATCH, REPAINT AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

ANTE

ROOM

PROJECT AREA

OUTSIDE

PROJECT AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AS101

ICRA DETAILS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA RB

100% CONSTRUCTION

DOCUMENTS

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

CLASS I ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

2. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

3. CEILING TILES: IMMEDIATELY REPLACE A CEILING TILES DISPLACED FOR VISUAL INSPECTION.

B. UPON COMPLETION:

1. CLEAN WORK AREA UPON COMPLETION OF TASK.

2. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

CLASS II ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

2. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE. SUCH AS WET METHODS OR TOOL MOUNTED DUST COLLECTORS WHERE

POSSIBLE.

3. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. SEAL UNUSED DOORS WITH DUCT TAPE.

5. BLOCK OFF AND SEAL AIR VENTS.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

B. UPON COMPLETION:

1. WIPE WORK SURFACES WITH CLEANER/DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK

AREA.

4. UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

5. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

CLASS III ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

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.

B. UPON COMPLETION:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED

BY THE SAFETY DEPARTMENT AND INFECTION CONTROL, THOROUGHLY CLEANED BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

4. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

CLASS IV ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. 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. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. 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.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE

COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

B. UPON COMPLETION:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED

BY THE SAFETY DEPARTMENT AND INFECTION CONTROL, THOROUGHLY CLEANED BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

4. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

5. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

6. WET MOP AREA WITH DISINFECTANT.

7. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

1/2" = 1'-0"

ICRA CLASS I DETAIL

1/2" = 1'-0"

ICRA CLASS II DETAIL

1/2" = 1'-0"

ICRA CLASS III/IV DETAIL

1/2" = 1'-0"

TYPICAL ICRA CLASS II BARRIER - PLAN VIEW

1/2" = 1'-0"

TYPICAL ICRA CLASS III DETAIL - PLAN VIEW

1/2" = 1'-0"

TYPICAL ICRA CLASS IV BARRIER - PLAN VIEW

S

LO

PE

D

OW

N

@ 2%

1.38A

(LEASED

O NL YO NL Y

V A

N

S

LO

P E

D O

W N

2%

DATA

CENTER

SHOWN AREA

TRUE

NORTH

EXISTING

BUILDING 30

EXISTING ROLL-UP DOOR

EXISTING FIRE EXIT

DOOR

EXISTING

LOADING

DOCK

DATA CENTER

GENERATOR ROOM

MECHANICAL YARD

ENCLOSED CORRIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-100

BUILDING 137 - DATA CENTER

SITE PLANSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA RB/CO

100% CONSTRUCTION

DOCUMENTS

KEY PLAN

3/32" = 1'-0"

BUILDING 137 - DATA CENTER - SITE PLAN

TRUE

NORTH

Revisions: Date:

0' 2' 4' 8' 16'

10/11/202311/30/2023

DCB

1153 SF

DATA CENTER

167 SF

ENTRANCE ROOM

#1

108 SF

TR

96 SF

STORAGE

106 SF

ENTRANCE ROOM

#2

154 SF

MECH

94 SF

ELEC

66 SF

UNPACKING/

PACKING

110 SF

SECURE

STORAGE

AE201 1

AE202

AE2021

AE201

AE301

AE301

EXISTING

BUILDING 30

EXISTING ROLL-UP DOOR,

FOR DEMOLITION

EXISTING FIRE EXIT

DOOR

EXISTING

LOADING DOCK

50 SF

FIRE RISER

A

987 SF

GENERATOR

ENCLOSURE

687 SF

MECHANICAL

YARD

586 SF

CORRIDOR

262 SF

WALKWAY

37 SF

STAGING

02a

01a

02b

02d

02b

02b

02a

01a

02a 02d

1.8

2.1

/8

/4

/8

65' - 9"

24' - 0" 14' - 10" 26' - 11"

30' - 6" 11' - 3"

24' - 0" 14' - 10" 26' - 11" 31' - 3"

10' - 8" 10' - 8" 9' - 9" 10' - 8"

8' - 8" 43' - 9 7/8" 13' - 3 1/8"

12' - 8" 11' - 4"

5' - 8"

E Q

E Q

AE301

3" DS

3" DS

3" DS3" DS

3" DS

3" DS

2" DS

2" DS

/4

1/4" / 1'-0"02c

02c3

02d

02e

02b

01a

01a

02b

02b

IN-03.01-17

IN-03.01-11

IN-03.01-12

IN-03.01-17

IN-03.01-13

IN-03.01-18

IN

-0

.0

-1

IN

-0

.0

-1

IN-03.01-14

/8

/8

26' - 8"

1/4" / 1'-0"

/4

1/4" / 1'-0"

/4

3 HR FIRE RATED WALL

1 HR FIRE RATED WALL

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A101

DATA CENTER - FLOOR PLAN

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA KB/OB

100% CONSTRUCTION

DOCUMENTS

PROJECT

NORTH

3/16" = 1'-0"

BLDG 137 - DATA CENTER FLOOR PLAN

Revisions: Date:

0' 2' 4' 8'

3 HR FIRE RATED WALL

1 HR FIRE RATED WALL

LEGEND

PATH OF TRAVEL

KEYNOTES

POINT OF ORIGIN

EXIT POINT

EXIT EXIT SIGNAGE

DCBA

1.8

2.1

F

L S

M A

X A

L L

O W

A B

L E

P R

O V

ID

E

D

F&LS MAX ALLOWABLE 300'-0"

PROVIDED 31' - 0"

F

L S

M A

X A

L L

O W

A B

L E

P R

O V

ID

E

F&LS MAX ALLOWABLE 300'-0"

PROVIDED 95' - 11"

CLEAN AGENT

FIRE SUPPRESSION SYSTEM

(TO BE COMPLETED BY

DELEGATED DESIGN CONTRACTOR)

35' TO POINT OF TWO

EGRESS POINTS

EXIT

EXIT

EXIT

EXIT

167 SF

ENTRANCE ROOM

#1

108 SF

TR

96 SF

STORAGE

110 SF

SECURE

STORAGE

987 SF

GENERATOR

ENCLOSURE

687 SF

MECHANICAL

YARD

1153 SF

DATA CENTER

586 SF

CORRIDOR

106 SF

ENTRANCE ROOM

#2

154 SF

MECH

94 SF

ELEC

50 SF

FIRE RISER

66 SF

UNPACKING/

PACKING

37 SF

STAGING

586 SF

CORRIDOR

104 262 SF

WALKWAY

EXISTING

BUILDING 30

EXISTING FIRE EXIT

DOOR

EXISTING

LOADING DOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A102

DATA CENTER - FIRE LIFE SAFETY

PLANSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

3/16" = 1'-0"

BLDG 137 - DATA CENTER FIRE LIFE SAFETY PLAN

PROJECT

NORTH

DCB

AE301

AE301

A

E X

IS

T

IN

G

E X

IS

T

IN

G

BUILDING 30

R

ID

G E

L

IN

E R

ID

G

E L

IN

E

RIDGELINE

3-HOUR FIRE RATED

ROOF CONSTRUCTION

2-HOUR FIRE RATED

ROOF CONSTRUCTION

1.8

2.1

EXISTING

LOADING DOCK

AE301

NON- FIRE RATED ROOF

CONSTRUCTION

2' - 0"44' - 10 1/2"2' - 0"

/2

1' - 8" 68' - 10 1/2" 2' - 0"

/2

2" DS

2" DS

3" DS

3" DS

3" DS

3" DS

3" DS

3" DS

EXISTING

4" / 1'-0" 4" / 1'-0"

4" / 1'-0" 4" / 1'-0" 4" / 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A103

DATA CENTER - ROOF PLAN

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

3/16" = 1'-0"

DATA CENTER - ROOF PLAN

ROOF HOOD

(SEE MECHANICAL)

ROOF HOOD

(SEE MECHANICAL)

ROOF HOOD

(SEE MECHANICAL)

GENERATOR EXHAUST

(SEE MECHANICAL)

PREFINISHED SHEET

METAL GUTTER, TYP

STANDING SEAM

ROOFING PANELS

PROJECT

NORTH

FFL

0' - 0"

FOUNDATION

-2' - 0"

ROOF LEVEL

12' - 6"

BRICK EXTERIOR TO MATCH

EXISTING ON BUILDING 30

ROOFING TO MATCH

EXISTING ON BUILDING 30

GENERATOR ENCLOSURE MECHANICAL YARD

DATA CENTER BEYOND

ROOF APEX

23' - 9 7/32"

31.8 2.1

EXISTING BUILDING 30

BEYOND

TIE TO STORM

DRAINAGE SYSTEM, TYP

TIE TO STORM

DRAINAGE SYSTEM, TYP

9' - 0"

PROVIDE VENEER BRICK EXPANSION JOINT

25' O.C. MAX, WITHIN 10' AT CORNERS, AND

AT ANY OFFSETS OR INTERSECTIONS

FFL

0' - 0"

FOUNDATION

-2' - 0"

D C B

ROOF LEVEL

12' - 6"

BRICK EXTERIOR TO MATCH

EXISTING ON BUILDING 30

ROOFING TO MATCH

EXISTING ON BUILDING 30

EXISTING

BUILDING 30

A

ENCLOSED WALKWAY DATA CENER

GENERATOR ENCLOSURE

ROOF APEX

23' - 9 7/32"

4" / 1 '-0"

4" / 1'-0"

TIE TO STORM DRAINAGE

SYSTEM, TYP

TIE TO STORM DRAINAGE

SYSTEM, TYP

PROVIDE VENEER BRICK EXPANSION JOINT

25' O.C. MAX, WITHIN 10' AT CORNERS, AND

AT ANY OFFSETS OR INTERSECTIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AE201

DATA CENTER - ELEVATIONS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

3/16" = 1'-0"

NORTH EXTERIOR ELEVATION

3/16" = 1'-0"

EAST EXTERIOR ELEVATION

FOUNDATION

-2' - 0"

4 2 1

ROOF LEVEL

12' - 6"

BRICK EXTERIOR TO MATCH

EXISTING ON BUILDING 30

ROOFING TO MATCH

EXISTING ON BUILDING 30

BLDG. 30 TO DATA CENTER

ENCLOSED WALKWAY

10' - 0"

DATA CENTER

ROOF APEX

23' - 9 7/32"

3 1.82.1

4" / 1 '-0" 4" / 1'-0"

TIE TO STORM DRAINAGE

SYSTEM, TYP

TIE TO STORM DRAINAGE

SYSTEM, TYP

TIE TO STORM DRAINAGE

SYSTEM, TYP

PROVIDE VENEER BRICK EXPANSION JOINT

25' O.C. MAX, WITHIN 10' AT CORNERS, AND

AT ANY OFFSETS OR INTERSECTIONS

FFL

0' - 0"

FOUNDATION

-2' - 0"

DCB

ROOF LEVEL

12' - 6"

BRICK EXTERIOR TO

MATCH EXISTING

ON BUILDING 30

EXISTING

BUILDING 30

A

ENCLOSED WALKWAYDATA CENTERMECHANICAL YARD

ROOF APEX

23' - 9 7/32"

GENERATOR ENCLOSURE

BEYOND

ROOFING TO MATCH

EXISTING ON BUILDING 30

4" / 1 '-0"

4" / 1'-0"

PROVIDE VENEER BRICK EXPANSION JOINT

25' O.C. MAX, WITHIN 10' AT CORNERS, AND

AT ANY OFFSETS OR INTERSECTIONS

TIE TO STORM DRAINAGE

SYSTEM, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AE202

DATA CENTER - ELEVATIONS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

30/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

3/16" = 1'-0"

SOUTH EXTERIOR ELEVATION

3/16" = 1'-0"

WEST EXTERIOR ELEVATION

FOUNDATION

-2' - 0"

ROOF LEVEL

12' - 6"

AE401

1153 SF

DATA CENTER

ROOF APEX

23' - 9 7/32"

31.8 2.1

167 SF

ENTRANCE ROOM

#1

586 SF

CORRIDOR

R-10, 24" AT PERIMETERVAPOR RETARDER

FFL

0' - 0"

FOUNDATION

-2' - 0"

D C B

ROOF LEVEL

12' - 6"

EXISTING

BUILDING 30 1

OPENING TO BUILDING 30

BLDG. 30 TO DATA CENTER

ENCLOSED WALKWAY

A

586 SF

CORRIDOR

ROOF APEX

23' - 9 7/32"

/2

167 SF

ENTRANCE ROOM

#1

987 SF

GENERATOR

ENCLOSURE

4" / 1 '-0" 4" / 1'-0"

R-10, 24" AT PERIMETER VAPOR RETARDER

FFL

0' - 0"

FOUNDATION

-2' - 0"

D C B

ROOF LEVEL

12' - 6"

A

ROOF APEX

23' - 9 7/32"

AE401

154 SF

MECH

586 SF

CORRIDOR

1153 SF

DATA CENTER

621 SF

MECHANICAL

YARD

4" / 1 '-0"

4" / 1'-0"

/4

R-10, 24" AT PERIMETER VAPOR BARRIER

METAL BUILDING ZONE 5 ROOF:

R-19+R-11 LS (LINEAR SYSTEM)

UNDERLAYMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AE301

DATA CENTER - SECTIONS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

3/16" = 1'-0"

LONGITUDINAL SECTION

3/16" = 1'-0"

CROSS SECTION A

3/16" = 1'-0"

CROSS SECTION B

FOUNDATION

-2' - 0"

2-LAYER 5/8" TYPE "X" GYPSUM

6" METAL STUD FRAMING

WITH INSULATION

12" CONCRETE, CIP

2" RIGID INSULATION

1" MIN. AIR GAP

BRICK VENEER

WEATHER BARRIER

FOUNDATION -

SEE STRUCTURAL

DRAWINGS

ROOF APEX

23' - 9 7/32"

02b

AE401

VAPOR RETARDER

R-13+R-13c

FFL

0' - 0"

FOUNDATION

-2' - 0"

B

2-LAYER 5/8" TYPE "X" GYPSUM

6" METAL STUD FRAMING WITH

BATT INSULATION

12" CONCRETE, CIP

2" RIGID INSULATION

1" MIN. AIR GAP

BRICK VENEER

ALUMINUM GUTTER AND

DOWNSPOUT

ALUMINUM FASCIA ON

WOOD BOARD BACK UP

ROOFING

WEATHER BARRIER

FOUNDATION - SEE

STRUCTURAL

DRAWINGS

ROOF TRUSS AND BEAM -

SEE STRUCTURAL

DRAWINGS

AE401

02c

RT5

1153 SF

DATA CENTER

VAPOR RETARDER

AE401

R-13+R-13ci

B

ZEE-LOCK STANDING SEAM ROOFING PANEL

2" RIGID ROOF INSULATION

3" METAL ROOF N-DECK

(SEE STRUCTURAL)

TRUSS WITH TOP CHORD

EXTENSION

W10X15 (SEE STRUCTURAL)

FILL FLUTE WITH

INSULATION, TYP

EAVE FLASHING AND

DRIP EDGE

5"x5" GUTTER

3/4" MARINE PLYWOOD

WRAPPED PRE-FINISHED

METAL FASCIA

1" MIN AIR GAP

PRE-FINISHED METAL

SOFFIT

FRAME SOFFIT WITH 6"

C.F.M.F.

PRE-FINISHED METAL

J-MOULD

1x4 TREATED

WOOD BLOCKING

2" RIGID INSULATION

1/2" NON-COMBUSTIBLE

PLYWOOD EXTERIOR

SHEETING

BATT INSULATION IN BETWEEN W10X15 RAFTERS

(SEE STRUCTURAL)

02c

PLATE (SEE STRUCTURAL)

BLOCKING

RT5

GYPSUM TYPE "X"

1" DIAMETER OPENING BETWEEN

RAFTERS FOR VENTILATION

VENTILATION STRIP

WEATHER BARRIER

BRICK VENEER

DOWNSPOUT

FFL

0' - 0"

B

02c

COLLECTION NET

WEEPS @ 24" OC MAX

WEATHER BARRIER

2" RIGID INSULATION

AIR GAP

BRICK VENEER

SHEET METAL FLASHING

5/8" TYPE "X" GYPSUM WALL

BOARD, DOUBLE LAYER

VAPOR RETARDER

6" METAL STUD FRAMING

WITH BATT INSULATION

12" CONCRETE, CIP

VAPOR BARRIER

R-10, 24" AT PERIMETER

FOUNDATION

(SEE STRUCTURAL)

5" THK CONCRETE SLAB

(SEE STRUCTURAL)

GRAVEL BED

R-13+R-13c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AE401

DATA CENTER WALL SECTIONS

AND DETAILSSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA OB

100% CONSTRUCTION

DOCUMENTS

3/4" = 1'-0"

BAY SECTION

Revisions: Date:

3/4" = 1'-0"

BAY SECTION - DATA CENTER

1 1/2" = 1'-0"

ENLARGED EAVE DETAIL, TYP

1 1/2" = 1'-0"

WALL - FLOOR CONNECTION DETAIL

EXISTING SUSPENDED CEILING

TO REMAIN ON CORRIDOR

SIDE

UNDERSIDE OF STRUCTURE ABOVE

EXISTING WALL

TO REMAIN

2" HM DOOR FRAME, TYPICAL

LENGTH SHALL VARY LENGTH SHALL VARY

REPAINT FULL HEIGHT FROM SUSPENDED CEILING

TO FINISH FLOOR WHERE DOOR/FRAME ARE TO BE

INSTALLED

EXISTING WALL

TO REMAIN

UNDERSIDE OF

STRUCTURE ABOVE

LENGTH SHALL VARY

DEMOLISH EXISTING

SUSPENDED CEILING AS

INDICATED ON RCP,

TYPICAL

EXPOSED WALL

FINISH SHALL BE

PAINTED WHITE,

TYPICAL

RUBBER BASE, TYPICAL

UNDERSIDE OF STRUCTURE ABOVE

DEMOLISH EXISTING SUSPENDED

CEILING AS INDICATED ON DEMO RCP,

TYPICAL

3/4" FR PLYWOOD

EXPOSED WALL FINISH SHALL BE PAINTED WHITE, TYPICAL

MOUNT FT PLYWOOD 12" AFF, TYPICAL

RUBBER BASE, TYPICAL

EXPOSED WALL

FINISH SHALL BE

PAINTED WHITE,

TYPICAL

AE421

PAINT EXISTING WALL TO

NEAREST BREAK, TYPICAL

INSTALL NEW DOOR OR

INFILL WALL AS INDICATED ON

PLANS

CONTRACTOR TO LEAVE FIRE RATING STAMP UNPAINTED,

COVER STAMP BEFORE PAINTING. REMOVE COVER AFTER PAINT.

FIRE RATED PLYWOOD PAINTED WHITE (P-03)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AE421

INTERIOR ELEVATIONS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA KB

100% CONSTRUCTION

DOCUMENTS

GENERAL NOTES

1. CONTRACTOR SHALL LEAVE FIRE RATING STAMP

UNPAINTED AND VISIBLE ON NEW INSTALLED FRT

PLYWOOD.

2. PROVIDE NEW 3/4" FRT PLYWOOD ON WALLS WHERE

INDICATED ON PLANS. PAINT WITH FIRE RETARDANT PAINT

(P-02), REFERENCE DETAIL 3/AE421.

3. REFER TO DETAIL #3 ON SHEET AE421 FOR A TYPICAL

TELECOMMUNICATION ROOM INTERIOR ELEVATION.

4. INSTALL VERTICAL STUD OR HORIZONTAL BLOCKING AT

ALL GWB EDGES.

5. ALL PRODUCTS AND WALL FINISHES SHALL MATCH

EXISTING OR ADJACENT UNLESS OTHERWISE NOTED.

3/4" = 1'-0"

EXTERIOR TR ELEVATION - TYPICAL DOOR ELEVATION

3/4" = 1'-0"

INTERIOR TR ENTRANCE - TYPICAL INTERIOR ELEVATION

3/4" = 1'-0"

INTERIOR ELEVATION - TYPICAL TR PLYWOOD

3/4" = 1'-0"

TYPICAL TR WALL - PLAN VIEW

3/4" = 1'-0"

FIRE STAMP UNPAINTED DETAIL

1 2 3 4 5 6

9 10 11

12 13 14 15 16 17 18 19 20

A

B

C

D

E

G

H

I

J

D U

M P

S T

E R

C A

R D

B O

A R

D C

R U

S H

E R

DOCK

LEVELER

DOCK

LEVELER

198 SF

EXIST. MECH.

B005

164 SF

EXIST.

MECHANICAL

B006

60 SF

ELEC.

B004

76 SF

EXIST.

ELEVATOR

91 SF

EXIST.

CUST./RISER

B012

142 SF

EXIST.

MECHANICAL

B010

263 SF

EXIST.

MECHANICAL

2-819

76 SF

EXIST.

TOILET

B011

174 SF

STAIR B

152 SF

COOK'S

OFFICE

B023

233 SF

SUBSISTENCE

STORAGE

B024

361 SF

SUPPLY

STORAGE

B001

118 SF

DIETARY

OFFICE

B003

35 SF

ELEC.

B002A

402 SF

TRAY

ASSEMBLY

128 SF

CART

COOLER

B022

119 SF

COOLER

B021

154 SF

FREEZER

B020

945 SF

KITCHEN

PREP.

B019

22 SF

CLO

B014A

528 SF

DOCK

STAGING

B018

91 SF

CONTAMINATED

WASTE

B015

225 SF

TRASH

COLLECTION

B016

16 SF

CAN WASH

B017

985 SF

EXIST.

SERVICE

TUNNEL

B014

377 SF

NEW

SERVICE

TOWER

187 SF

CART

STAGING

B007

608 SF

EXIST

CORRIDOR

B013

460 SF

DISH WASH

B008

27 SF

TE

B08

PHASE 1:

CONTRACTOR TO COMPLETE

THE WORK OF THIS TE AND

ASSOCIATED DATA DROPS.

COMPLETE ONE SECTION AT A

TIME AS DIRECTED BY COR.

SECTION 1B:

CONTRACTOR TO COORDINATE

WITH VA FOR ROOM

CLOSURES AND AVAILABILITY

TO COMPLETE DATA WIRING IN

THIS AREA.

SECTION 1A:

CONTRACTOR TO COORDINATE

WITH VA FOR ROOM CLOSURES

AND AVAILABILITY TO

COMPLETE DATA WIRING IN

THIS AREA

CO2 FIRE EXTINGUISHER

REQUIRED WITHIN 10' FROM

NEW TE ACCESS.

DIAMOND LINE

D

IA

M O

N D

L

IN

E

SHOWN AREA

PROJECT

NORTH

ICRA CLASS II

ICRA CLASS III

TR

ICRA CLASS IV

RM B08

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

02AS100

BUILDING 02 - LEVEL 00 - PHASING

PLANSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA CO

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

1/8" = 1'-0"

BUILDING 02 - LEVEL 00 - PHASING PLAN

LEGENDLEGEND

KEY PLAN

0' 4' 8' 16'

PROJECT

NORTH

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

EXISTING LIGHTS TO DEMOLISH

1 HR FIRE AND SMOKE RATED WALL

NON-RATED SMOKE-TIGHT WALL (NRST)

2 HR FIRE AND SMOKE RATED WALL

NEW LIGHTS (SEE ELECTRICAL DETAILS)

SHOWN AREA

PROJECT

NORTH

4 5

I

J

LINE OF NEW WALL

/2

DUCT TO EXTERIOR 1

9 9

M

IN

C

L E

A R

154 SF

FREEZER

B020

528 SF

DOCK STAGING

B018

154 SF

FREEZER

B020

528 SF

DOCK STAGING

B018

27 SF

TE

B08

01a

B

4 5

I

J

EXISTING

FLOORING

NEW

FLOORING

IN-03.01-1

7' - 4 1/4" (FOR VARIANCE)

/2

3'X8' TE

FORM FACTOR

4 5

I

J

LINE OF NEW WALL

154 SF

FREEZER

B020

528 SF

DOCK STAGING

B018

EXPOSED

4 5

I

J

154 SF

FREEZER

B020

27 SF

TE

B08

528 SF

DOCK STAGING

B018

EXPOSED

2' - 4 1/2"

/2

RM B08

+ POSITIVE ( + ) PRESSURE

CONSTRUCTION ZONE (--) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

CONSTRUCTION TACK MAT

HEPA EQUIPED EXHAUST

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

02A-100

BUILDING 02 - LEVEL 00 - DEMO,

FLOOR PLANS & RCPSSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA ML/KB

100% CONSTRUCTION

DOCUMENTS

KEY PLAN

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

1. ALL PRODUCTS AND WALL FINISHES SHALL MATCH EXISTING

OR ADJACENT EXISTING UNLESS OTHERWISE NOTED.

2. PATCH AND REPAIR WALLS WHERE MECHANICAL, PLUMBING,

AND ELECTRICAL ITEMS ARE DEMOLISHED.

3. PROTECT FINISHES IN ROOMS ADJACENT TO NEW

TELECOMMUNICATION ROOMS AND AREAS NOT SCHEDULED

FOR NEW WORK.

4. CONTRACTOR SHALL LEAVE FIRE RATING STAMP

UNPAINTED AND VISIBLE ON THE NEW INSTALLED FRT

PLYWOOD. SEE DETAILS 5/AE421.

5. REFER TO SHEET AS101 FOR ICRA REQUIREMENTS AND

DETAILS.

6. PATCH AND REPAIR CEILING, WALLS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS WILL BE CONSTRUCTED

AND REMOVED.

7. PATCH AND REPAIR GWB WHERE DOORS ARE DEMOLISHED

AND NEW DOORS ARE INSTALLED.

8. ALL CONSTRUCTION SPACES SHALL HAVE N+1 NEGATIVE AIR

MACHINES, SIZED TO MAINTAIN .01" w.c.- PRESSURE (TYP).

1/4" = 1'-0"

RM B08 - DEMO FLOOR PLAN

1/4" = 1'-0"

RM B08 - FLOOR PLAN

1/4" = 1'-0"

RM B08 - DEMO RCP

1/4" = 1'-0"

RM B08 - RCP

PROJECT

NORTH

PROJECT

NORTH

PROJECT

NORTH

PROJECT

NORTH

7 INSTALL TEMPORARY 1 HR CONSTRUCTION ICRA BARRIER TO

SEPARATE CONSTRUCTION AREA FROM OCCUPIED SPACE.

8 INSTALL FIRE RESISTANT TEMPORARY SELF-CLOSING DOOR,

SOLID CORE WOOD IN STEEL FRAME, PAINTED, AT OPENING

AND MATCH RATING OF ICRA BARRIER, TYPICAL.

9 PLACE TACKY MATS AT ENTRANCE AND EXIT OF

CONSTRUCTION AREA, MINIMUM SIZE 24"x36", TYPICAL.

1 PREPARE FLOORING FOR NEW WORK.

2 CONSTRUCT NEW WALL. PATCH AND PAINT TO MATCH

EXISTING.

3 INSTALL NEW DOOR/FRAME.

4 APPLY ANTI-STATIC COATING TO EXPOSED FLOOR. PROVIDE

VINYL REDUCER STRIP AT EXISTING FLOORING TRANSITION.

5 INSTALL NEW RESILIENT RUBBER BASE AT ROOM PERIMETER

WITH SEALANT AT THE BOTTOM.

6 THIS SPACE WILL BE UTILIZED FOR NEW

TELECOMMUNICATION ENCLOSURE. PROVIDE NEW FRT

PLYWOOD OVER WALLS PER DETAIL 3/AE421, TYPICAL.

ICRA KEYNOTES

LEGEND

ICRA LEGEND - CLASS III

SHOWN AREA

PROJECT

NORTH

ICRA CLASS II

ICRA CLASS III

TR

ICRA CLASS IV

1 2 3 4 5 6

9 10 11

12 13 14 15 16 17 18 19 20

A

B

C

D

E

G

H

I

J

170 SF

WOMEN'S

RESTROOM

31 SF

EXIST.

TOILET

156 SF

EXIST. ADHC

OFFICE

139 SF

EXIST.

STAIRS A

148 SF

EXIST.

ADHC/OFFICE

652 SF

EXIST. CLC

NURSING

SUPPORT

152 SF

EXIST.

OFFICE

110 SF

TR

TC110

49 SF

ICRA ELEC.

CART

138 SF

EXIST.

VESTIBULE

100C

46 SF

EXIST MECH.

CHASE

122B106 SF

JANITOR

125 SF

EXIST.

STORAGE

128 SF

EXIST.

NURSE

99 SF

EXIST.

RESTROOM

158 SF

EXIST.

STAIRS B

140 SF

119B

109 SF

POLICE/SECURITY

268 SF

VENDING

AREA

81 SF

EXIST.

ELEVATOR

194 SF

SEATING

AREA

101 SF

EXIST.

VESTIBULE

146 SF

MEN'S

RESTROOM

148 SF

PSYCHOLOGIST

140 SF

EXIST. STAIR

C

164 SF

CHAPLAIN

OFFICE

160 SF

EXAM ROOM

#2

149 SF

EXAM ROOM

#1

85 SF

EUCHARISTIC

114A93 SF

CLEAN LINEN

92 SF

SOLID LINEN

826 SF

MULTI USE

151 SF

EXIST.

LOBBY

100A

266 SF

CHAPEL

1102 SF

EXIST.

CORRIDOR

100B

1063 SF

EXIST.

CORRIDOR

516 SF

CORRIDOR

162 SF

CHAPLAIN

OFFICE

240 SF

ENCLOSED

ELECTRICAL

GENERATOR

PHASE 1:

CONTRACTOR TO COMPLETE

THE WORK OF THIS TR AND

ASSOCIATED DATA DROPS.

COMPLETE ONE SECTION AT A

TIME AS DIRECTED TO COR.

SECTION 1B:

CONTRACTOR TO COORDINATE

WITH VA FOR ROOM

CLOSURES AND AVAILABILITY

TO COMPLETE DATA WIRING IN

THIS AREA.

SECTION 1A:

CONTRACTOR TO COORDINATE

WITH VA FOR ROOM CLOSURES

AND AVAILABILITY TO COMPLETE

DATA WIRING IN THIS AREA

143 SF

OFFICE

UNASSIGNED

15 SF

CO2 FIRE EXTINGUISHER

REQUIRED WITHIN 10'

FROM NEW TR ACCESS.

DIAMOND LINE

D

IA

M O

N D

L

IN

E

RM TC110

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

02AS101

BUILDING 02 - LEVEL 01 - PHASING

PLANSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA CO

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

LEGENDLEGEND

KEY PLAN

1/8" = 1'-0"

BUILDING 02 - LEVEL 01 - PHASING PLAN

0' 4' 8' 16'

PROJECT

NORTH

9 10

E

G

81 SF

EXIST. ELEVATOR

DUCT TO EXTERIOR

11 11

E

G

110 SF

I.T.

TC110 49 SF

ICRA ELEC. CART

138 SF

EXIST.

VESTIBULE

100C

1102 SF

EXIST. CORRIDOR

100B

EXPOSED

81 SF

EXIST. ELEVATOR

110 SF

TR

TC110

138 SF

EXIST.

VESTIBULE

100C

1102 SF

EXIST. CORRIDOR

100B

01b

T C

7 8 9 10

E

F

G

EXISTING

FLOORING

NEW

FLOORING

4 5

49 SF

ICRA ELEC. CART

9' - 9 1/4" (FOR VARIANCE)

10'X10' TR

FORM FACTOR

E

G

110 SF

TR

TC110

49 SF

ICRA ELEC. CART

138 SF

EXIST.

VESTIBULE

100C

1102 SF

EXIST. CORRIDOR

100B

EXPOSED

1' - 3"

/2

1' - 5"

2' - 11 1/2"

/2

1' - 3"

RM TC110

EXPOSED

110 SF

I.T.

TC110

49 SF

ICRA ELEC. CART

138 SF

EXIST.

VESTIBULE

100C

1102 SF

EXIST. CORRIDOR

100B

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

EXISTING LIGHTS TO DEMOLISH

1 HR FIRE AND SMOKE RATED WALL

NON-RATED SMOKE-TIGHT WALL (NRST)

2 HR FIRE AND SMOKE RATED WALL

NEW LIGHTS (SEE ELECTRICAL DETAILS)

+ POSITIVE ( + ) PRESSURE

CONSTRUCTION ZONE (--) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

CONSTRUCTION TACK MAT

HEPA EQUIPED EXHAUST

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

02A-101

BUILDING 02 - LEVEL 01 - DEMO,

FLOOR PLANS & RCPSSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - BUTLER

VA Butler Healthcare, 325 New Castle Road, Butler, Pa.

16001

529-22-700

10/11/2023 MA CO/KB

100% CONSTRUCTION

DOCUMENTS

GENERAL NOTES

KEY PLAN

1/4" = 1'-0"

RM TC110 - DEMO FLOOR PLAN

PROJECT

NORTH

PROJECT

NORTH

PROJECT

NORTH

PROJECT

NORTH

1/4" = 1'-0"

RM TC110 - DEMO RCP

1/4" = 1'-0"

RM TC110 - FLOOR PLAN

1/4" = 1'-0"

RM TC110 - RCP

KEY NOTES (THIS SHEET ONLY)

1. ALL PRODUCTS AND WALL FINISHES SHALL MATCH…