Attachment 7 - EHRM KC Data Center Upgrades Drawing Set.pdf

1. PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION ACTIVITIES, ALL DIMENSIONS SHOWN IN THESE DOCUMENTS SHALL BE VERIFIED. ANY DISCREPANCIES BETWEEN PROPOSED WORK AND EXISTING CONDITIONS

SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE COR.

2. THE CONTRACTOR SHALL PROTECT EXISTING CONDITIONS INCLUDING CORRIDORS, ELEVATORS, DOORS, EQUIPMENT, FLOORS, BASES, CEILING TILES, WALLS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT.

3. THE COR SHALL BE NOTIFIED NO LESS THAN SEVEN (7) DAYS PRIOR TO ANY EXCESSIVE NOISE ACTIVITIES INCLUDING

HAMMER DRILLING, SAW CUTTING, OR CORE DRILLING.

4. UTILITY SHUTDOWNS SHALL BE COORDINATED, IN WRITING, WITH THE COR NO LESS THAN THREE (3) WEEKS PRIOR TO

THE REQUIRED SHUTDOWN.

5. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY EXISTING UTILITIES, INCLUDING FIRE PROTECTION, DAMAGED

DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.

6. ALL PENETRATIONS IN EXISTING WALLS SHALL BE PATCHED, REPAIRED, AND FINISHED TO MATCH EXISTING.

7. ALL WALLS INDICATED TO BE FIRE AND/OR SMOKE RATED SHALL BE CLEARLY LABELED.

GENERAL NOTES :

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

DRAWING SCHEDULE

PROJECT No.

Owner: Structural: Mechanical & Plumbing: Electrical: Fire Protection: Telecom: Technology:Architectural:

589-21-706

11/04/2022100% FINAL BID DOCUMENTS

EHRM Infrastructure Upgrades – Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

4801 E. LINWOOD BLVD,

KANSAS CITY, MO 64128

N/A PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

303 S. TOPEKA, WICHITA, KS

67202

PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

303 S. TOPEKA, WICHITA, KS

67202

KANSAS CITY VA MEDICAL CENTER PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

303 S. TOPEKA, WICHITA, KS

67202

PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

303 S. TOPEKA, WICHITA, KS

67202

PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

4801 E. LINWOOD BLVD. KANSA

CITY, MO 64128

ATRIAX, PLLC

102 3RD AVENUE NE, HICKORY, NC

28601

G101

SHEET LIST

SHEET

NUMBER SHEET NAME 10

S

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0%

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1/ 4/

ARCHITECTURAL

A101 FLOOR PLAN - NEW WORK X X

A401 INTERIOR ELEVATIONS, SECTIONS AND DETAILS X X

A501 SCHEDULES & DETAILS X X

A601 3D - ISOMETRIC DRAWINGS & SECTIONS X

ARCHITECTURAL - DEMOLITION

AD101 DEMOLITION PLAN X X

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

ED101 ELECTRICAL DEMOLITION PLAN - BASEMENT

EL101 ELECTRICAL LIGHTING PLAN - BASEMENT

EL501 ELECTRICAL LIGHTING SCHEDULES

EP101 ELECTRICAL POWER PLAN - BASEMENT

EP301 ELECTRICAL OVERALL FLOOR PLAN - BASEMENT

EP501 ELECTRICAL POWER DETAILS

EP601 ELECTRICAL PARTIAL ONE-LINE DIAGRAM

EP602 ELECTRICAL PARTIAL ONE-LINE DIAGRAM

EP603 ELECTRICAL POWER SCHEDULES

EY101 ELECTRICAL SYSTEMS PLAN - BASEMENT

EY501 ELECTRICAL SYSTEMS DETAILS

EY502 ELECTRICAL SYSTEMS DETAILS

EY601 ELECTRICAL SYSTEMS CONTROLS DIAGRAM

MECHANICAL

PM001 MECHANICAL COVER SHEET

FP101 FIRE PROTECTION PLAN - BASEMENT

PD101 PLUMBING DEMOLITION PLAN - BASEMENT

PL100 PLUMBING PLAN - SUB-BASEMENT

PL101 PLUMBING PLAN - BASEMENT

MD101 HVAC DEMOLITION PLAN - BASEMENT

MD201 MECHANICAL DEMOLITION PLAN - ROOF

MH101 HVAC PLAN - BASEMENT

MH201 MECHANICAL PLAN - ROOF

MH301 MECHANICAL CONTROL DETAILS

MP100 MECHANICAL PIPING PLAN - SUB-BASEMENT

MP101 MECHANICAL PIPING PLAN - BASEMENT

MP102 MECHANICAL PIPING PLAN - FIRST FLOOR

PM301 MECHANICAL DETAILS

PM302 MECHANICAL SCHEDULES

LOCATION MAP

AERIAL VIEW

MEDICAL CENTER DIRECTOR:

ASSISTANT DIRECTOR:

ASSOCIATE DIRECTOR:

CHIEF OF STAFF:

DIRECTOR OF PATIENT SERVICES:

CHIEF OF FACILITIES MANAGEMENT:

INFECTION CONTROL PRACTITIONER:

SAFETY OFFICER:

INTEGRATED PROJECT TEAM

APPROVAL SIGNATURES

GENERAL

G101 COVER SHEET & DRAWING INDEX X X

G102 NOTES, ABBREVIATIONS, LEGENDS X X

G103 ICRA GUIDELINES X X

G104 LIFE SAFETY PLAN X X

TECHNOLOGY

TN000 TECHNOLOGY COVERSHEET

TD101 BASEMENT FLOOR PLAN - DEMOLITION - TECHNOLOGY

TN101 BASEMENT FLOOR PLAN - NEW WORK - TECHNOLOGY

TN400 TECHNOLOGY DETAILS AND RISERS

TN600 TECHNOLOGY SCHEDULES

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

ALUMINUM

CONCRETE

GLASS

RIGID INSULATION

BRICK IN SECTION

CONCRETE MASONRY UNIT

EARTH

GYPSUM / PLASTER

STEEL

PEA GRAVEL

STONE

BATT INSULATION

PRECAST

GRAVEL

SAND

WOOD - SOLID

PLYWOOD

BRICK

CULTURED STONE

EXTERIOR COMPOSITE

PANEL

WOOD BLOCKING

WOOD SHIM

MATERIALS LEGEND

SYMBOLS LEGEND

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS

B14

Room Name

0-0000

NET SF

0 GRID LINE

ROOM No.

DOOR No.

WALL TYPE

NORTH ARROW

SPECIALTY

EQUIPMENT /

FURNITURE TAG

SCOPE NOTE

CENTER LINE

INTERIOR

ELEVATION

DETAIL

SPOT

ELEVATION

MARKERS

REVISION No.

REVISION

CLOUD

EXTERIOR

ELEVATION

BUILDING SECTION

A301

A201

A211

A501

4 2

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

X'-XX" CEILING TAG

CL

WALL SECTION

A301

DETAIL

SHEET

1 - HOUR FIRE BARRIER

Sheet No. Sequence Sheet Discipline

A100 SHEET NUMBER

ICRA BARRIER

PAINT CODEP1

CORNER GUARD

CG

2 - HOUR FIRE BARRIER

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

IM

/2

-0

K C

V A

E H

R M

B ld g a n d

/K C

V A

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B a s e m e n t_

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G102

NOTES, ABBREVIATIONS,

LEGENDS

EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

TEMP TEMPERATURE

TEMP TEMPORARY

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

TK BD TACK BOARD

TKP TACKABLE PANELING

TOC TOP OF CONCRETE

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TR ACCENT RAIL

TRTD TREATED

TRZ INTERIOR POURED EPOXY RESIN

TERRAZO

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UGND UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VOLT

VAC VACUUM

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VOL VOLUME

VP VACUUM PUMP

VP VANISHING POINT

VP VAPOR PRESSURE

VP VENEER PLASTER

VPC VENEER PLASTIC CEILING/SOFFIT

VR VAPOR RETARDER

VRR VINYL (ACROVYN) RAIL

VS VENT STACK

VS VOLUMETRIC SWITCH

VS SHEET VINYL

VT SOLID VINYL TILE

VTR VENT THRU ROOF

VTS VINYL TRANSITION STRIP

VWC VINYL WALLCOVERING

W WIDE

W WEST

W / W WALL TO WALL

W/ WITH

W/D WASHER / DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WC WALLCOVERING

WD WOOD

WDH WOOD HAND RAIL

WDM WOOD WALL MOULDINGS

WDP WOOD PANELING

WDR WOOD CHAIR, CRASH, OR HAND RAIL

WDS ATHLETIC/ACOUSTIC ISOLATED WOOD

FLOORING

WDSHV WOOD SHELVING

WDT WOOD TILE OR PARQUET FLOORING

WDV WOOD VENEER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WI WROUGHT IRON

WP WATERPROOF

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WR WIRE ROPE

WRP WATER REPELLENT

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

YD YARD

PREFIN PRE-FINISHED

PRF POLYURETHANE SPORTS FLOORING

PROP PROPERTY

PRST PRESSURE TREATED

PS POURED SEALANT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT(ED)

PT/E EPOXY PAINT

PT/F FLAT PAINT

PT/HG HIGH GLOSS PAINT

PT/SG SEMIGLOSS PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

Q HEAT TRANSFER

Q RATE OF FLOW

QT QUARRY TILE

QTY QUANTITY

QZF QUARTZ FLOORING

QZR QUARTZ RESIN

QZT QUARTZ TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE(D)

REQ REQUIRED

RESIL RESILIENT

REST RESTROOM

RET RETURN

REV REVISE / REVISION

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RAILROAD

RR ROLL ROOFING

RS RAPID START

RS ROUGH SAWN

RS RUBBER SHEET

RSF RUBBER SHEET FLOORING

RST REINFORCING STEEL

RT RIGHT

RTF RUBBER TILE FLOORING

RTS RUBBER TRANSITION STRIP

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SGL SINGLE

SH SINGLE HUNG

SHR SHOWER

SHR HD SHOWER HEAD

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SL SEA LEVEL

SL SPOT LIGHT

SLDG SLIDING

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFY / SPECIFICATION

SPH SOLID PHENOLIC POLYMER (TRESPA)

SPKR SPEAKER

SPR SOLID POLYMER RESIN (3FORM)

SQ SQUARE

SQIN SQUARE INCH(ES)

SSP SOLID SURFACE POLYMER (CORIAN)

SSPR SOLID POLYMER (CORIAN) RUB RAIL

SST STAINLESS STEEL

SSTR STAINLESS STEEL RUB RAIL

ST SINGLE THROW

ST STAIRS

ST STREET

ST STAIN

STA STATION

STD STANDARD

STIF STIFFENER

STON STONE

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUH SUSPENDED UNIT HEATER

SURF SURFACE

SUSP SUSPENDED

SVP VINYL SOLID PANEL (ACROVYN)

SW SWITCH

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/S TUB / SHOWER

TB TOWEL BAR

TC TERRA COTTA

TCZ CEMENTITIOUS TERRAZZO

TEL TELEPHONE

HD HAND DRYER

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HDWL HEADWALL

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HEAT PUMP

HP HIGH PRESSURE

HP HORSEPOWER

HR HAND RAIL

HS HAND SINK

HT HEIGHT

HVAC HEATING / VENTILATION / AIR

CONDITIONING

HW HOT WATER

HWP HOT WATER PUMP

HYD HYDRANT

IC IRONING CABINET

ID INSIDE DIAMETER

IN INCH / INCHES

INCL INCLUDE(D) / INCLUDING

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

ITS INTERTEK TESTING SERVICES

J-BOX JUNCTION BOX

JAN CLO JANITOR'S CLOSET

JS JANITOR'S SINK

KIT KITCHEN

L ANGLE

L LITER

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB(S) POUND(S)

LC LINEN CLOSET

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIB LIBRARY

LINO LINOLEUM

LKR LOCKER

LNO LINOLEUM

LPT LOW POINT

LT LIGHT

LTF LINOLEUM TILE FLOORING

LTWT LIGHT WEIGHT

LVR LOUVER

m METER

MACH MACHINE

MAT WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MB MAIL BOX

MB MIXING BOX

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MCP ACOUSTIC LAY-IN METAL CEILING PADS

ME MECHANICAL ENGINEER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

mm MILLIMETER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS MOP SINK

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

MTS METAL TRANSITION STRIP

MULL MULLION

MVBL MOVABLE

MW MICROWAVE

N NORTH

NA NOT AVAILABLE / APPLICABLE

NAT NATURAL

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OF / CI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PAR PARALLEL

PAR PARAPET

PART PARTIAL

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DMPF DAMPPROOFING

DR DOOR / DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EACH FACE

EG VERTICAL END GUARDS

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM ELECTROMAGNETIC

EM EXPANDED METAL

EMER EMERGENCY

ENCL ENCLOSED / ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPB ELECTRIC PANEL BOARD

EQ EQUAL(LY)

EQUIP EQUIPMENT

ER POURED EPOXY

ERF POURED EPOXY FLOORING

ESCAL ESCALATOR

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXF EXTERIOR FINISH

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAB FABRIC

FAI FRESH AIR INTAKE

FBRK FIREBRICK

FCP PREFABRICATED FABRIC CEILING PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE 20-B,C PORTABLE FIRE EXTINGUISHER

(CARBON DIOXIDE)

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FH FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FIN FLR FINISH FLOOR

FIXT FIXTURE

FLASH FLASH(ING)

FLR FLOOR

FLRSK FLOOR SINK

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOW FACE OF WALL

FP FIREPROOF

FPL FIREPLACE

FR FRAME

FRG FIBER REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSP FIRE STAND PIPE

FSTNR FASTENER

FTG FOOTING

FURG FURRING

FUT FUTURE

FWC FABRIC WALL COVER

FWP NON-ACOUSTIC STRETCHED FABRIC

PANEL WALL INSTALATION

G GROUND

GA GAGE

GALV GALVANIZE(D)

GB GRAB BAR

GC GENERAL CONTRACTOR

GDISP GARBAGE DISPOSAL

GEN GENERAL

GFP GFRP OR GFRG FREESTANDING PANEL

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED POLYMER

GL GLASS / GLAZING

GL BLK GLASS BLOCK

GLT GLASS MOSIAC TILE

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GPM GALLONS PER MINUTE

GR GROSS

GR LN GRADE LINE

GRAN GRANITE

GT GREASE TRAP

GT GROSS TON

GT GROUT

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAVY DUTY

@ AT

A/C AIR CONDITIONER / CONDITIONING

ACC ACCESSIBLE

ACCSY ACCESSORY

ACOUS INSUL ACOUSTICAL INSULATION

ACOUS PNL ACOUSTICAL PANELS

ACP LAY-IN ACOUSTIC PANEL CEILING PADS

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE / ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHR ANCHOR

AHU AIR HANDLING UNIT

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APPVD APPROVED

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWP WALL-MOUNTED SOUND ABSORPTION

PANEL

AWT ACOUSTIC WALL TREATMENT

BD BOARD

BITUM BITUMINOUS

BL BASELINE

BL BLACK

BLDG BUILDING

BM BEAM

BO BLOWOFF

BOT BOTTOM

BR BEDROOM

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

BW BOTH WAYS

C CELSIUS

C CHANNEL

C TO C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CEM PLAS CEMENT PLASTER (STUCCO)

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CH COAT HOOK

CHBD CHALKBOARD

CHFR CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CL D CLOTHES DRYER

CLG CEILING

CLG HT CEILING HEIGHT

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CARBON MONOXIDE

CO CASED OPENING

CO CERTIFICATE OF OCCUPANCY

CO CLEANOUT

CO COMPANY

CO CUTOUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONC FLR SEALED CONCRETE FLOOR

CONSTR CONSTRUCTION

CONT CONTINUE

CONT CONTROLLER

CONV CONVERT

CORR CORRIDOR / CORRUGATED

CPT CARPET

CR CLOSET ROD

CR CONTROL RELAY

CR CONTROL ROOM

CR CRASH RAIL

CS CAST STONE

CS CONTROL SWITCH

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU COPPER

CU FT CUBIC FOOT

CU YD CUBIC YARD

CUB CUBICLE CURTAIN

CURT CURTAIN

CW CASEMENT WINDOW

CW CHEMICAL WASTE LINE

CW CLOCKWISE

CW COLD WATER PIPING

D DEEP

Revisions: Date:

FE

INSPECTION AND NON-INVASIVE ACTIVITIES.

INCLUDES, BUT IS NOT LIMITED TO:

1. REMOVAL OF CEILING TILES FOR VISUAL

INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET

2. PAINTING (BUT NOT SANDING)

3. WALLCOVERING, 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

TYPE A

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH

CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

1. INSTALLATION OF TELEPHONE AND COMPUTER

CABLING THROUGH CONDUIT AND/OR NOT

INVOLVING DRILLING/ANCHORING

2. ACCESS TO CHASE SPACES

3. CUTTING OF WALLS OR CEILING WHERE DUST

MIGRATION CAN BE CONTROLLED.

TYPE B

WORK WHICH GENERATES A MODERATE TO HIGH

LEVEL OF DUST OR REQUIRES DEMOLITION OR

REMOVAL OF ANY FIXED BUILDING COMPONENTS OR

ASSEMBLIES

INCLUDES, BUT IS NOT LIMITED TO:

1. ANY KIND OF SANDING TO INCLUDE SANDING OF

WALLS FOR PAINTING OR WALL COVERING

2. REMOVAL OF FLOOR COVERINGS, CEILING TILES

AND CASEWORK

3. NEW WALL CONSTRUCTION

4. MINOR DUCT WORK OR ELECTRICAL WORK ABOVE

CEILINGS

5. MAJOR CABLING ACTIVITIES, I.E. INSTALLATION OF

NEW CONDUIT,ANCHORING CONDUIT INTO CONCRETE,

ETC.

6. ANY ACTIVITY WHICH CANNOT BE COMPLETED

WITHIN A SINGLE WORK SHIFT.

TYPE C

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

1. ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK

SHIFTS

2. REQUIRES HEAVY DEMOLITION OR REMOVAL OF A

COMPLETE CEILING SYSTEM

3. NEW CONSTRUCTION.

TYPE D

WORK TYPE

RISK ASSESSMENT GUIDELINES

1) UNOCCUPIED BUILDINGS AND/OR

OUTSIDE PROJECTS INVOLVING

DEMOLITION OR EXCAVATION REMOTE

FROM AIR INTAKES.

GROUP 0 GROUP 1 LOWEST RISK

1) BIOMEDICAL

2) ENGINEERING

3) ENVIRONMENTAL SERVICES

4) HIM

5) MORGUE

6) NON-CLINICAL OFFICE AREAS

7) NON-PATIENT CARE AREAS

8) OUTSIDE PROJECTS OR

EXCAVATION NEAR AIR INTAKE

GROUP 2 MEDIUM RISK GROUP 3 MED-HIGH RISK

1) ACUTE NURSING UNITS-2W, 4W,

2N, IP MENTAL HEALTH, CLC

2) CAFETERIA

3) CARDIOLOGY

4) CBOCs

5) CLEAN LINEN STORAGE

6) DENTAL

7) DERMATOLOGY

8) ECHOCARDIOGRAPHY

9) ENDOSCOPY/GI

10) LABORATORY

11) PROSTHETICS

12) RADIOLOGY, ULTRASOUND

13) REHAB/PT/OT/ST

14) RESPIRATORY CARE

1) BRONCH SUITE

2) ICU, SDU

3) EMERGENCY DEPARTMENT

4) HEMODIALYSIS

5) INTERVENTIONAL RADIOLOGY

6) MRI/CT/NUCLEAR MED

7) OUTPATIENT ONCOLOGY/

CHEMOTHERAPY

8) PHARMACY AREAS OTHER THAN

CLEAN ROOM

9) STERILE SUPPLY STORAGE AREAS

GROUP 4 HIGHEST RISK

1) ANESTHESIA AREAS

2) CARDIAC CATH LAB

3) NEGATIVE PRESSURE ISOLATION

ROOMS

4) OPERATING ROOMS, HOLDING/PACU

5) PHARMACY CLEAN ROOM

6) STERILE PROCESSING

INFECTION CONTROL MATRIX

GROUP 0

GROUP 1

GROUP 2

GROUP 3

GROUP 4

CONSTRUCTION ACTIVITY @ RISK LEVEL TYPE "A" TYPE "B" TYPE "C" TYPE "D"

I

I

I

III

II

II

III

III / IV

II

III

III / IV

III / IV

III / IV

IV

IV

IV

SHADED SELECTION APPLIES TO AREA OF WORK AS INDICATED BY THE GROUP RISK LEVEL.

IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS DEPENDING ON THE AREA CLASS DESIGNATION

DURING CONSTRUCTION UPON COMPLETION OF PROJECT

INTERIM MEASURE CLASS 0

1. NO INFECTION CONTROL REQUIREMENTS DURING PROJECT.

INTERIM MEASURE CLASS I

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL

INSPECTION.

3. USE CONTROL CUBE FOR CEILING ACCESS WHEN > 1 CEILING TILE

REMOVED

PER 50 SQ. FT.

INTERIM MEASURE CLASS II

1. ALL CLASS I ABOVE PLUS CLASS II REQUIREMENTS

2. PROVIDE ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROM

DISPERSING

INTO ATMOSPHERE BARRIERS.

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

4. SEAL UNUSED DOORS WITH DUCT TAPE

5. BLOCK OFF AND SEAL ALL HVAC AIR RETURNS AND SUPPLIES.

6. ADHESIVE WALKOFF MATS REQUIRED AT ALL ENTRY POINTS

7. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

8. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE

LEAVING WORK AREA.

INTERIM MEASURE CLASS III

1. ALL CLASS II ABOVE PLUS CLASS III REQUIREMENTS

2. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

DONE TO

PREVENT CONTAMINATION OF THE DUCT SYSTEM

3. COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK

AREA

BEFORE CONSTRUCTION BEGINS.

4. DAILY MONITOR (FIXED OR PORTABLE) AND DOCUMENTATION OF

NEGATIVE AIR PRESSURE TO -0.010 WITHIN WORK SITE 24/7, UTILIZING

HEPA EQUIPPED AIR FILTRATION UNITS AND HEPA FILTER CHANGES AS

NEEDED.

5. REMOVE CONSTRUCTION WASTE/DEBRIS/TRASH DAILY IN TIGHTLY

COVERED CONTAINERS USING TAPE TO SEAL AS NECESSARY.

6. WIPE OFF CARTS AND WHEELS WITH APPROVED DISINFECTANT BEFORE

TRANSPORTING DEBRIS.

7. TO REDUCE DUST IN AREA, VACUUMS AND WET MOP WITH DISINFECTANT.

8. ADHESIVE WALK-OFF MATS REQUIRED AT ALL ENTRY POINTS.

INTERIM MEASURE CLASS IV

1. ALL CLASS III AND IV REQUIREMENTS PLUS ANTEROOM CONSTRUCTION IS

REQUIRED.

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

3. ENGINEERING TO PROVIDE AND MAINTAIN ANTEROOM PPE CART WITH

BUNNY

SUIT,SHOE COVERS, HEPA VACUUM, TRASH CAN, AND PHONE NUMBER

FOR SUPPLY RESTOCKING.

4. ALL PERSONNEL ARE REQUIRED TO PASS THROUGH ANTEROOM. ON

ENTRY, PERSONNEL MAY WEAR REGULAR WORK ATTIRE OR CLOTH/PAPER

COVERALLS (BUNNY SUITS). ON EXIT, REGULAR WORK ATTIRE MUST BE

VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK

SITE, OR CLOTH/PAPER BUNNY SUITS IF UTILIZED MUST BE REMOVED

WHEN EXITING.

5. SHOE COVERS ARE REQUIRED FOR ENTRY AND MUST BE REMOVED UPON

EXITING.

6. PROJECT COORDINATOR/TEAM RESPONSIBLE FOR PPE TRASH REMOVAL.

1. CLEAN WORK AREA IMMEDIATELY AFTER TASK COMPLETION.

1. REMOVE TAPE FROM SEALED DOORS.

2. WIPE WORK SURFACES WITH APPROVED DISINFECTANT.

3. UNBLOCK/UNSEAL HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

4. FINAL TERMINAL CLEANING BY EMS.

1. PROJECT COORDINATOR (CONTRACTOR OR ENGINEERING) TO PROVIDE

THROUGH GENERAL CLEANING OF AREA PRIOR TO INSPECTION BY

INFECTION CONTROL FOR BARRIER REMOVAL.

2. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL INSPECTED BY I

NFECTION

CONTROL AND THE APPROVED BY PROJECT COORDINATOR.

3. ICRA PERMIT WILL BE REMOVED BY INFECTION CONTROL AFTER

INFECTION

CONTROL INSPECTION AND BEFORE BARRIER REMOVAL.

4. AFTER INFECTION CONTROL INSPECTION, REMOVE BARRIER MATERIALS

CAREFULLY TO MINIMIZE SPREADING OF DUST THAT MAY BE PRESENT ON

THE BARRIERS.

5. FOLLOWING BARRIER REMOVAL, AREA MUST BE THOROUGHLY T

ERMINALLY

CLEANED WITH HOSPITAL-APPROVED DISINFECTANT BY HOUSEKEEPING

PRIOR TO SPACE OWNER OCCUPANCY.

1. PROJECT COORDINATOR(CONTRACTOR OR ENGINEERING) TO PROVIDE

THOROUGH GENERAL CLEANING OF AREA PRIOR TO INSPECTION BY

INFECTION CONTROL FOR BARRIER REMOVAL.

2. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL INSPECTED BY

INFECTION CONTROL AND APPROVED BY PROJECT COORDINATOR.

3. ICRA PERMIT WILL BE REMOVED BY INFECTION CONTROL AFTER

INFECTION CONTROL INSPECTION AND BEFORE BARRIER REMOVAL.

4. AFTER INFECTION CONTROL INSPECTION, REMOVE BARRIER MATERIALS,

CAREFULLY TO MINIMIZE SPREADING OF DUST THAT MEY BE PRESENT ON

THE BARRIERS.

5. FOLLOWING BARRIER REMOVAL,AREA MUST BE THOROUGHLY

TERMINALLY CLEANED WITH HOSPITAL-APPROVED DISINFECTANT BY

HOUSEKEEPING PRIOR TO SPACE OWNER OCCUPANCY.

ELEC. CLOSET

MB-501

OPEN OFFICE

MB-510

WORKROOM

MB-480

OFFICE

MB-482

STAFF UNIFORM

ROOM

MB-496

SOILED LINEN

MB-401

CORRIDOR

CB-50

CORRIDOR

MB-505

A

B

DATA CENTER

MB-100

OFFICE

MB-514

OFFICE

MB-513

LOUNGE

MB-512

PASSAGE

MB-511

OFFICE

MB-509

MECH. ROOM

MB-507

MECH. ROOM

MB-503

TOILET, MALE

MB-494

OFFICE

MB-492

OFFICE, CHIEF

MB-490

OFFICE

MB-486

PLACE CONSTRUCTION BARRIER IN COMPLIANCE WITH THE APPROPRIATE "ICRA" LEVEL.

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

IM

/2

-0

K C

V A

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B ld g a n d

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V A

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B a s e m e n t_

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M

G103

ICRA GUIDELINES EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

ICRA GENERAL NOTES

1. INFECTION CONTROL IS CRITICAL IN ALL MEDICAL CENTER FACILITIES. INTERIOR CONSTRUCTION ACTIVITIES CAUSING DISTURBANCE OF EXISTING DUST OR CREATING NEW DUST SHALL BE CONDUCTED WITHIN VENTILATION-CONTROLLED AREAS THAT MINIMIZE THE FLOW OF AIRBORNE PARTICLES INTO PATIENT AREAS. EXTERIOR CONSTRUCTION ACTIVITIES CAUSING DISTURBANCE OF SOIL OR CREATING

DUST IN SOME OTHER MANNER SHALL BE CONTROLLED.

2. INFECTION CONTROL PERMITS WILL BE REQUIRED FOR ALL AREAS OF WORK.

3. THE LIMITS OF CONSTRUCTION GRAPHICALLY INDICATED ARE APPROXIMATE. THE FINAL

DETERMINATION IS TO BE COORDINATED WITH THE PROJECT COR.

4. ALL MEANS OF EGRESS MUST BE MAINTAINED AND APPROPRIATELY INDICATED AT ALL TIMES.

5. THE LOCATION OF THE TEMPORARY CONSTRUCTION BARRIER/ANTEROOM GRAPHICALLY INDICATED IS APPROXIMATE. THE FINAL LOCATION IS TO BE COORDINATED WITH THE PROJECT COR. CONTRACTOR

TO USE TEMPORARY CONSTRUCTION BARRIER/ANTEROOM APPROPRIATE FOR INTERIM MEASURE

CLASS AS SHOWN ON ICRA TABLE ON THIS SHEET.

6. AN INFECTION CONTROL MATRIX IS PROVIDED ON ARCHITECTURAL SHEETS FOR AREAS OF WORK WHERE INFECTION CONTROL MEASURES SHALL BE IMPLEMENTED. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING AREA OF WORK PRIOR TO CONSTRUCTION.

7. IF LONG-TERM CEILING REMOVAL IS REQUIRED, THE GC SHALL DISCUSS WITH COR WHETHER A RATED ENCLOSURE MUST BE CONSTRUCTED. THE ACCEPTABILITY OF NON-RATED BARRIERS (PLASTIC

SHEETING) FOR CONSTRUCTION AREA SEPARATION IS BASED ON THE SPRINKLERS WITHIN THE

CONSTRUCTION AREA BEING OPERABLE. REMOVAL OF MORE THAN ONE CEILING TILE WITHIN THE

PROTECTION AREA OF A SPRINKLER CAN RENDER THE SPRINKLER INEFFECTIVE DUE TO HEAT

ENTERING THE CEILING PLENUM AND BYPASSING THE SPRINKLER. IF MULTIPLE CEILING TILES MUST BE REMOVED AND CANNOT BE REPLACED AT THE END OF THE WORK SHIFT, A 1-HOUR FIRE BARRIER MIGHT NEED TO BE CONSTRUCTED; AN ALTERNATIVE IS TO INSTALL TEMPORARY UPRIGHT SPRINKLERS. THE REMOVAL OF CEILINGS IN SHOULD BE DONE IN THE SAME WORK SHIFT WHERE THE NEW UPRIGHT

SPRINKLERS ARE INSTALLED.

8. ALL FLOOR OR RATED WALL PENETRATIONS SHALL BE FIRESTOPPED AT END OF WORK SHIFT PER SPECIFICATION 07 84 00, FIRESTOPPING. IF FLOOR OR RATED WALL PENETRATIONS CANNOT BE FIRESTOPPED AT THE END OF THE WORK SHIFT DUE TO THE NEED FOR ADDITIONAL WORK IN THAT

AREA, TEMPORARY FIRESTOPPING COMPOSED OF MINERAL WOOL SHALL BE INSTALLED IN THE

PENETRATION TO PROVIDE PROTECTION AGAINST FIRE/SMOKE SPREAD THROUGH THE UNSEALED

PENETRATION.

9. IN AREAS WHERE THE CONSTRUCTION OF A BARRIER IS PROHIBITIVE, INCLUDING ABOVE CEILING

WORK, USE OF AN INFECTION CONTROL CUBE IS ALLOWED.

10. IN AREAS WHERE WORK IS ABOVE CEILING ONLY, THE WORK TYPE WILL BE TYPE B.

1/4" = 1'-0"1

FLOOR PLAN - ICRA

GENERAL NOTES:

THE FOLLOWING NATIONWIDE VA EQUIVALENCIES HAVE BEEN REVIEWED AND

APPROVED BY THE JOINT COMMISSION AND APPLY TO ALL BUILDINGS.

1. OVERSIZED PROTECTIVE PLATES PERMITTED ON FIRE RATED DOORS.

2. BUSINESS OCCUPANCY DEAD END CORRIDORS PERMITTED TO EXCEED 50

FEET.

3. INTERVAL SPRINKLER PIPING CONDITION & OBSTRUCTION INVESTIGATION.

4. SELF-CLOSING DOOR REQUIREMENT FOR CORRIDOR DOORS IN A

DORMITORY OCCUPANCY.

KEY NOTES:

1. NONSPRINKLERED ELECTRICAL EQUIPMENT ROOM PER SECTION

8.15.11.2 OF NFPA 13-2016 EDITION OR SECTION 9.2.6 OF NFPA 13-2019

EDITION.

2. FIRE DOOR RATING AND FRAME LABELING PLATE VERIFIED UNDER

CONTINUOUS HINGE.

3. DECOMMISSIONED DUMBWATER.

4. FIRE SPRINKLERS INSTALLED PER LIBRARY AND SHELVING STORAGE

SPACING REQUIREMENTS OF SECTION 8.15.10 OF NFPA 13-2016

EDITION OR SECTION 0.3.7 OF NFPA 13-2019 EDITION.

5. PRE ACTION SPRINKLER SYSTEM INSTALLED IN 1975.

X

MORGUE SUITE

SUITE DESCRIPTIONS

SUITE NUMBER SUITE NAME SUITE SIZE TYPE OF SUITE EXIT NUMBER

IRM SUITE

ROSTHETICS SUITE

IT DATA SUITE

GERIATRIC OFFICE

SUITE

HVAC SHOP SUITE

1,549 S.F.

3,610 S.F.

1,531 S.F.

1,776 S.F.

1,689 S.F.

NON PATIENT CARE 2

1,310 S.F.

NON PATIENT CARE

NON PATIENT CARE

NON PATIENT CARE

NON PATIENT CARE

NON PATIENT CARE

DATA CENTER

MB-100

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

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/2

-0

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G104

LIFE SAFETY PLAN EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

NTS

LIFE SAFETY PLAN

Revisions: Date:

144' TO EXIT

5,173 S.F.

OPEN OFFICE

MB-510

WORKROOM

MB-480

OFFICE

MB-482

STAFF UNIFORM

ROOM

MB-496

SOILED LINEN

MB-401

CORRIDOR

CB-50

CORRIDOR

MB-505

2 2

A401

OFFICE

MB-513

LOUNGE

MB-512

OFFICE

MB-514

OFFICE

MB-509

MECH. ROOM

MB-503

TOILET, MALE

MB-494

OFFICE

MB-492

OFFICE, CHIEF

MB-490

OFFICE

MB-486

OFFICE

MB-511

MECH. ROOM

MB-507

PER ASBESTOS LEAD SURVEY, ASBESTOS IS PRESENT IN

MB-511 AT THE TRANSITE HEAT SHIELD. COORDINATE ALL

ASBESTOS ABATEMENT WITH GC AND COR.

PER ASBESTOS LEAD SURVEY, ASBESTOS IS PRESENT IN

MB-100 AT THE COLUMN MASTIC. COORDINATE ALL

ASBESTOS ABATEMENT WITH GC AND COR.

AT THE COLUMN MASTIC. COORDINATE ALL ASBESTOS ABATEMENT WITH GC

AND COR, AND REFER TO SPECIFICATIONS FOR FURTHER INSTRUCTIONS. PER

ASBESTOS LEAD SURVEY, ASBESTOS IS PRESENT IN MB-100 AT THE COLUMN

MASTIC. COORDINATE ALL ASBESTOS ABATEMENT WITH GC AND COR.

PER ASBESTOS LEAD SURVEY, ASBESTOS

IS PRESENT IN MB-507 AT THIS LOCATION.

COORDINATE ALL ASBESTOS ABATEMENT

WITH GC AND COR.

A601

A601

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

DEMOLITION LEGEND

DEMOLITION KEYNOTES:

1. REMOVE DOOR, FRAME, HARDWARE, SILL AND JAMB. REMOVE WALL TO

WITHIN 6" OF EXISTING CEILING . REPAIR WALL AND PAINT TO MATCH

EXISTING WALL(S).

2. REMOVE WINDOW AND SEGMENT OF EXISTING WALL AS INDICATED IN

DRAWING(S). PREPARE WALL FOR INSTALLATION OF NEW DOOR.

3. EXISTING STRUCTURAL COLUMNS TO REMAIN.

4. REMOVE EXISTING DOOR, FRAME, HARDWARE, SILL AND JAMB. PATCH

OPENING TO MATCH EXISTING WALL.

5. LEVEL AND GRADE EXISTING FLOOR AND PREPARE FOR NEW CONCRETE

SLAB.

6. EXISTING CONCRETE MECHANICAL PAD TO BE REMOVED. PATCH AND FILL

TO MATCH EXISTING FLOOR. LEVEL TO MATCH EXISTING FLOOR GRADE.

7. PREP. FLOOR TO REPAIR HOLE ON EXISTING FLOOR SLAB.

DEMOLITION GENERAL NOTES:

1. PROTECT EXISTING MATERIALS TO REMAIN AT ALL TIMES THROUGHOUT

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PATCH AND REPAIR

ADJACENT SURFACES DAMAGED DURING CONSTRUCTION TO THE

SATISFACTION OF THE COR.

2. PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION ACTIVITIES,

ALL DIMENSIONS SHOWN IN THESE DOCUMENTS SHALL BE VERIFIED. ANY

DISCREPANCIES BETWEEN PROPOSED WORK AND EXISTING CONDITIONS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE COR.

3. UTILITY SHUTDOWNS SHALL BE COORDINATED, IN WRITING, WITH THE COR NO

LESS THAN THREE (3) WEEKS PRIOR TO THE REQUIRED SHUTDOWN.

4. EXISTING WINDOWS AND FRAMES TO REMAIN SHALL BE PROTECTED DURING

DEMOLITION.

5. SEE PLUMBING, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL

DEMOLITION NOTES.

6. PROTECT EXISTING FLOORS, BASE, WALLS AND CEILINGS NOT INDICATED TO BE

DEMOLISHED. REPAIR ALL DAMAGE CAUSED BY DEMOLITION ACTIVITIES TO LIKE

NEW CONDITION. WALLS SHALL BE PAINTED CORNER TO CORNER/ EDGE TO

EDGE TO MATCH EXISTING.

7. THE CONTRACTOR SHALL PROVIDE AN EXCAVATION PLAN AND SHALL OBTAIN

COR APROVAL PRIOR TO COMMENCEMENT OF THE WORK. ALL EXCAVATION

SHALL BE DONE AFTER NOTMAL MEDICAL CENTER HOURS AS DIRECTED BY THE

COR. ALL DAMAGE TO SURFACES NOT INDICATED TO BE DEMOLISHED SHALL BE

REPAIRED.

X

KEY PLAN

WORK AREA

A401

DEMOLISH EXISTING METAL SCREEN & METAL EQUIPMENT FRAMING

COMPLETE. PREP ROOF FOR INSTALLATION OF NEW MECANICAL

EQUIPMENT. SEE MECHANICAL DRAWING(S) FOR NEW EQUIPMENT

LOCATIONS.

ASBESTOS MATERIALS INFORMATION:

Column Mastic

Transite Heat Shield

Pipe Insulation (Above Ceiling)

Pipe Fittings (Above Ceiling)

MB-100

MB-507 and MB-511

MB-507

MB-507 30 E.A.*

60 S.F.*

24 S.F.*

250 S.F.

SF – square feet LF – linear feet EA – Each *-Previous Asbestos Survey

MATERIAL DESCRIPTION LOCATION QUANTITY

NOTE:

The steam pipes to wall heaters should be considered ACM unless sampled and analyzed by ln accredited laboratory as there are pipe insulation present above the ceiling.

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

IM

/2

-0

K C

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M

AD101

DEMOLITION PLAN EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

1/4" = 1'-0"1

FLOOR PLAN - DEMOLITION

1/8" = 1'-0"2

ROOF PLAN - DEMOLITION

ELEC. CLOSET

MB-501

OPEN OFFICE

MB-510

WORKROOM

MB-480

LEATHER

WORKROOM

MB-480B

OFFICE

MB-482

ELEC. CLOSET

MB-479A

STAFF UNIFORM

ROOM

MB-496

SOILED LINEN

MB-401

CORRIDOR

CB-50

CORRIDOR

MB-505

STAIRWELL NO.

S8

V

IF

VIF

56' - 5 3/4"

VIF

7' - 5 1/2"

V

IF

1' - 2"

/4

/4

1' - 2 1/4"

6 6

A401

7 8

B44

B44

B44

B44

B102 B102

B102 B102

A

B

DATA CENTER

MB-100

A401

A401

A401

A401

Sim

OFFICE

MB-515

OFFICE

MB-514

OFFICE

MB-513

LOUNGE

MB-512

PASSAGE

MB-511

OFFICE

MB-509

MECH. ROOM

MB-507

MECH. ROOM

MB-503

TOILET, MALE

MB-494

OFFICE

MB-492

OFFICE, CHIEF

MB-490

OFFICE

MB-486

VIF

13' - 2"

V

IF

/4

VIF

6' - 0 1/2"

B52 B52

A101

3' - 6 1/8"

9' - 10"

2' - 0"

1' - 6"

B102

P1

P1 P1

P1

P1P1

P3 P3

P3 P3

P3

P3

P3

P3

P3

P3

P3 (CEILING)

P3

P3

P3

P3

P1

P2 (CEILING)

CG

CG

CG CG

CG CG

B102

1' - 2"

BULKHEAD

A101

CG CG

B44

B44

NEW WORK GENERAL NOTES:

1. PROTECT EXISTING MATERIALS TO REMAIN AT ALL TIMES THROUGHOUT

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PATCH AND REPAIR

ADJACENT SURFACES DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF

THE COR.

2. PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION ACTIVITIES, ALL

DIMENSIONS SHOWN IN THESE DOCUMENTS SHALL BE VERIFIED. ANY

DISCREPANCIES BETWEEN PROPOSED WORK AND EXISTING CONDITIONS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE COR.

3. UTILITY SHUTDOWNS SHALL BE COORDINATED, IN WRITING, WITH THE COR NO LESS

THAN THREE (3) WEEKS PRIOR TO THE REQUIRED SHUTDOWN.

4. SEE MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR ADDITIONAL

DEMOLITION NOTES.

5. THE CONTRACTOR SHALL PROVIDE PLAN FOR BRINGING CONCRETE INTO THE

FACILITY AND OBTAIN COR APPROVAL PRIOR TO COMMENCEMENT OF THE WORK.

ALL CONCRETE WORK SHALL BE DONE AFTER NORMAL MEDICAL CENTER HOURS AS

DIRECTED BY THE COR. ALL DAMAGE TO SURFACES NOT INDICATED TO BE

DEMOLISHED SHALL BE REPAIRED.

NEW WORK KEYNOTES:

1. PATCH WALL AND 6' x 7' OPENING TO MATCH EXISTING.

2. PATCH WALL AND 3' x 7' OPENING TO MATCH EXISTING.

3. PATCH DAMAGED WALL, HEADER AND FLOOR. PAINT TO MATCH EXISTING WALLS.

COORDINATE WITH COR FLOORING TYPE/PATTERN FOR PATCH.

4. PATCH OPENING, FLOOR AND BASE TO MATCH EXISTING WALLS, FLOOR AND BASE.

5. NEW 1 HR FIRE RATED CHASE WALL.

6. NEW SLAB TO BE ALIGNED AND LEVELED WITH EXISTING SLAB. NO OBSTRUCTIVE

THRESHOLD.

7. INSTALL NEW 6' x 7' DOUBLE DOOR.

8. INSTALL NEW 3' x 7' SINGLE DOOR.

9. EXISTING STEEL STRUCTURAL COLUMNS TO BE BOXED IN WITH NEW 2HR FIRE

RATED CHASE WALLS. SEE DETAIL SHEET A-501.

10. EXISTING GWB CEILING TO REMAIN. REPAIR, PATCH AS NECESSARY. PAINT TO

COLOR INDICATED ON PLAN.

11. PATCH AND FILL TO MATCH EXISTING FLOOR. LEVEL TO MATCH EXISTING FLOOR

GRADE ONCE EXSITING CONCRETE PAD HAS BEEN REMOVED.

12. REPAIR HOLE ON EXISTING FLOOR SLAB.

X

KEY PLAN

WORK AREA

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

RENOVATION LEGEND

1' - 2" 1' - 2"

EQ EQ EQ EQ

E Q

E Q

B52 B52

B52

B52

B52 B52

B52

B52

CG CG

CG CG CG CG

CGCG

ALIGN

ALIGN

PASSAGE

MB-511

8' - 0"

1 HR FIRE BARRIER

2 HR FIRE BARRIER

RATED WALL LEGEND

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

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A101

FLOOR PLAN - NEW WORK EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

1/4" = 1'-0"1

FLOOR PLAN - NEW WORK

APPLICABLE CODES:

NFPA 101- LIFE SAFETY CODE (2021)

INTERNATIONAL BUILDING CODE (IBC) (2018)

NFPA 1- FIRE CODE (2018)

NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 70 - NATIONAL ELECTRIC CODE

NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

NFPA 75 - STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY

EQUIPMENT

NFPA 855 -STANDARD FOR THE INSTALLATION OF STATIONARY ENERGY STORAGE

SYSTEMS

NFPA 2001 - STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

CLASSIFICATION OF OCCUPANCY:

NFPA 101: 6.1.11.1 - USE OF SPACE IS BUSINESS.

NUMBER OF OCCUPANTS:

NFPA 101: TABLE 7.3.1.2- MAXIMUM PROBABLE NUMBER OF OCCUPANTS = 15

PERSONS.

FIRE PROTECTION:

BUILDING IS FULLY SPRINKLERED.

NUMBER OF MEANS OF EGRESS:

NFPA 101: 39.2.4 - TWO MEANS OF EGRESS ARE REQUIRED.

DETECTION AND ALARM:

FIRE ALARM AND DETECTION PROVIDED.

EMERGENCY LIGHTING:

EMERGENCY LIGHTING PROVIDED.

1" = 1'-0"2

ENLARGED COLUMN DETAIL PLAN

1/4" = 1'-0"3

CEILING AT PASSAGE MB-511

SEALANT WITH 1/2"

CONTROL JOINT FILLER

MATERIAL.

B44

EXISTING CEILING

NEW 1/2" GYP. CEILING

NEW 3 5/8" CFMS

FRAMING

B102

EXISTING CONC. SLAB.

STRUCTURE TO BE VERIFIED

BY THE G.C.

NEW FLOOR FINISH

PER SCHEDULE

EXISTING FOUNDATION WALL.

TO BE VERIFIED BY THE G.C.

VAPOR BARRIER

NEW 4" GRAVEL SUB BASE

EXISTING WALL. STRUCTURE

TO BE VERIFIED BY THE G.C.

EXISTING GRADE AND SUB BASE.

TO BE VERIFIED BY THE G.C.

NEW FLOOR FINISH

PER SCHEDULE

NEW BASE PER

SCHEDULE

NEW DOOR PER

SCHEDULE

#4@12" O.C.

3 #4 CONTINUOUS

X X X XXXX XXX

WIRE MESH

NEW 4" CONC. SLAB

ON GRADE

DOWEL, EPOXY (IN EXISTING

WALL) & BOND BREAKER (IN

NEW CONC. SLAB). TYPICAL TO

ALL NEW SLAB TO EXISTING

WALL CONNECTION ON THE

PERIMETER OF THE NEW CONC.

SLAB. @ 4' O.C.

ALIGN

A401

A401

Sim

A401

NEW WALL (TYPE B102)

NEW DOOR PER SCHEDULENEW WALL

(TYPE B102)

EXISTING BASE NEW BASE PER SCHEDULE EXISTING BASE

NEW WALL (TYPE B44)

100A 100B

NEW WALL (TYPE B102)

NEW DOOR PER SCHEDULENEW WALL (TYPE B102)

EXISTING WALL

EXISTING BASE NEW BASE PER SCHEDULE EXISTING BASE

NEW WALL (TYPE B44)

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

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M

A401

INTERIOR ELEVATIONS, SECTIONS

AND DETAILS

EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

3/4" = 1'-0"1

SECTION A @ NEW DOOR (TYP.)

1/4" = 1'-0"2

INTERIOR ELEVATION

3/4" = 1'-0"3

ELEVATION @ DOUBLE DOOR

3/4" = 1'-0"4

ELEVATION @ SINGLE DOOR

RATING

-FIRE- -SOUND-

TEST # STC TEST #

SCALE: 1 1/2"=1'-0"

1 hr UL U499 35-39 ESTIMATED

FIRE RATED - ONE HOUR

WHERE INDICATED ON PLANS

WALL TYPE IDENTIFIERS

B44 4" SHAFT WALL STUDS = 5 5/8" WALL

B44 WALL TYPE

ACOUSTIC SEALANT, TYPICAL

(FIRE SEALANT @ FIRE

BARRIERS)

CONCRETE SLAB

C-H SHAFT WALL STUD

SOUND ATTENUATION INSULATION

INSULATION PER HEAD OF WALL TESTED DESIGN

(@ FIRE BARRIERS)

CONCRETE

FIRE SEALANT PER TESTED DESIGN

(@ FIRE BARRIERS)

1" GYPSUM BOARD LINER PANEL

5/8" GYPSUM BOARD.

BOTTOM

OF SLAB

FLOOR

PLAN SECTION

TOP OF WALL

C-H SHAFT WALL STUD TRACK ATTACHED TO FLOOR DECK

W/ 1-1/2" POWDER ACTUATED FASTENERS @ 24" O.C. - 4"

FROM ENDS - MINIMUM EMBEDMENT: 1-1/4".

STUD SIZE &

WALL TYPE

IDENTIFIER -

SEE BELOW

1/ 2"

1"

RATING

-FIRE- -SOUND-

TEST # STC TEST #

NONEHEAD OF WALL DESIGN

SCALE: 1 1/2"=1'-0"

0 hr - N/A N/A

NON RATED

5/8" GYPSUM BOARD

WALL TYPE IDENTIFIERS

B102 2 1/2" METAL STUDS

METAL TRACK ATTACHED TO

CONC FLR DECK W/ 1 1/2" POWDER

ACTIVATED FASTENERS @ 24" O.C. - 4" FROM

ENDS - MIN EMBEDMENT: 1 1/4"

METAL STUDS AT 16" O.C.

METAL STUD TRACK

ABOVE CEILING

BELOW CEILING

METAL STUD CLIP, ATTACHED TO

WALL, 32" O.C.

B102 WALL TYPE

FLOOR

SECTION AT TOP OF WALL

1/ 4"

2" 5/8"

/1 6"1/

2"

1/2"

/1 6"

2"

SCHEDULE

SEE DOOR 2"

7' -0

2"

G Y

P W

A

LL

SEE OPENING SCHEDULE

S E

E O

P E

N

IN

G S

C H

E D

U

LE

5/8" GYPSUM BOARD

33 MIL STUDS TO STRUCTURE ABOVE

6" HIGH X WIDTH OF WALL BOX

HEADER OFF 33 MIL MINIMUM

METAL STUDS

DOUBLE 33 MIL STUDS AT EACH JAMB BEYOND

1" GYPSUM BOARD LINER PANEL

STAGGER VERT JOINTS SO THEY OCCUR

OVER DIFFERENT STUDS ON OPPOSITE

SIDES OF PARTITION & STAGGER JOINTS

OF SECOND LAYER FROM FIRST LAYER

OVERLAP ENDS OF EACH LAYER OF

GYP BD AT CORNERS AS INDICATED

4'-0" 1'-4"

1" GYPSUM BOARD LINER PANEL

4' - 0"

1 HR FIRE BARRIER

2 HR FIRE BARRIER

WHERE A DOOR IS NOTED AS RATED, IT SHALL DESIGNATE A RATED ASSEMBLY WHICH SHALL INCLUDE DOOR, FRAME, HARDWARE AND ALL PARTS OF THE DOOR. ALL ITEMS MAKING UP THE TOTAL ASSEMBLY SHALL BE RATED AND/OR LISTED WITH TESTING AGENCY RECOGNIZED BY THE LOCAL GOVERNING BUILDING AUTHORITY AND WITH ALL COMPONENTS MEETING THE LABEL REQUIRMENTS FOR THAT RATING/LISTING.

NOTE: RATED DOORS

SUGGESTED HARDWARE LOCATIONS

LOCKSET/LATCH SET

DEAD BOLT

DOOR PULL

PUSH PLATE

PUSH BARS

HOSPITAL ARM PULLS

HOSPITAL LATCH

EXIT DEVICES

PUSH BAR

LEVER BAR

C/L OF LEVER

C/L OF BOLT

C/L OF GRIP

C/L OF PLATE

C/L OF BAR

C/L OF LOWER BASE

C/L OF LATCH

C/L OF TOUCH BAR

C/L OF CROSS BAR

-39 5/16" FROM FINISHED FLOOR

-42" WHERE NO DOOR KNOB

-44" WHERE DOOR KNOB

-42" FROM FINISHED FLOOR

-45" FROM FINISHED FLOOR

-40" FROM FINISHED FLOOR

-45" FROM FINISHED FLOOR

-45 3/4" FROM FINISHED FLOOR

-40" FROM FINISHED FLOOR

-36" FROM FINISHED FLOOR

NOTE: ALL CONDITIONS SHOWN ARE NOT NECESSARILY ON EVERY PROJECT.

TYPICAL DOOR

JAMB LOCATION

18" MIN UNO

HAS BOTH CLOSER & LATCH

12" MIN WHERE DOORNOTE:

1. APPLICABLE TO PENETRATIONS OF ALL

FIRE RATED MEMBRANES, IN ACCORDANCE

WITH NFPA 101. REFER TO

SPECIFICATIONS SECTION 07 84 00, FIRE

STOPPING SYSTEMS.

INSULATED PIPE

OR DUCT

FLOOR

FIRESTOP MATERIAL

3/4" APPROVED FIRESTOP

INSULATION WITH VAPOR

BARRIER

PIPE SLEEVE WHERE

SPECIFIED

1/4" ∅ ANCHOR ROD

FOR NEW CONSTRUCTION

WELD

FLOOR OR DECK PENETRATION

PARTITION OR CHASE PENETRATION

MASONRY PARTITION

PARTITION SUPPORT

FIRESTOP

MATERIAL

3/4" APPROVED FIRESTOP

INSULATION WITH VAPOR BARRIER

DRYWALL PARTITION

INSULATED PIPE

OR DUCT

" 1"

6" 6"

6" 6"

6" 6"

2. G.C. TO APPLY UL TESTED SYSTEM.

SCHEDULE

SEE OPENING

S E

E O

P E

N

IN

G S

C H

E D

U

LE

2"

SCHEDULE

SEE DOOR 2"

7' -0

2"

G Y

P W

A

LL

RATING

-FIRE- -SOUND-

TEST # STC TEST #

HEAD OF WALL DESIGN

SCALE: 1 1/2"=1'-0"

2 hr UL U497 45-49

FIRE RATED - TWO HOUR

WHERE INDICATED ON PLANS

WALL TYPE IDENTIFIERS

B52 2 1/2" SHAFT WALL STUDS = 3 3/4" WALL

B52 WALL TYPE

5/8" GYPSUM BOARD - 2 LAYERS

C-H SHAFT WALL STUD

SOUND ATTENUATION INSULATION

FLOOR

PLAN SECTION

TOP OF WALL

C-H SHAFT WALL STUD TRACK ATTACHED TO FLOOR DECK

W/ 1-1/2" POWDER ACTUATED FASTENERS @ 24" O.C. - 4"

FROM ENDS - MINIMUM EMBEDMENT: 1-1/4".

ACOUSTIC SEALANT, TYPICAL

(FIRE SEALANT @ FIRE BARRIERS)

CONCRETE SLAB

1" GYPSUM BOARD LINER PANEL

SEE BELOW

STUD SIZE & WALL

TYPE INDENTIFIER -

1"

INSULATION PER HEAD OF WALL TESTED DESIGN

(@ FIRE BARRIERS)

CONCRETE

FIRE SEALANT PER TESTED DESIGN

(@ FIRE BARRIERS)

BOTTOM

OF SLAB

ESTIMATE

D

STI HW-D-0644

1/ 2"

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

IM

/2

-0

K C

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A

M

A501

SCHEDULES & DETAILS EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

DOOR TYPE(S)FRAME TYPE(S)BUCK TYPE(S)

WALL TYPE(S)

B-1 F-1 D-1

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

INTERIOR DOOR HEADER DETAIL- 8'-0" MAX OPENING

3/4" = 1'-0"1

TYPICAL DRYWALL RATED CORNER DETAIL

DOOR & FRAME SCHEDULE

DOOR

NO. ROOM NAME

DOOR FRAME

F

IR

E R

A T

IN

G

S T

C

H A

R D

W A

R E

S E

T

NOTESW

ID

T H

H E

IG

H

T

T H

IC

K

N E

S S

G L A

Z

IN

G

L O

U V

E R

P A

N E

L M

A T

E R

IA

L

D O

O R

T Y

P E

F R

A M

E M

A T

E R

IA

L

F R

A M

E T

Y P

E

B U

C K

T Y

P E

100A DATA CENTER 6' - 0" 7' - 0" 2" - - HM D-1 HM F-1 B-1 45min - SH-9.1 LEFT HAND REVERSE

(LHRA)

100B DATA CENTER 3' - 0" 7' - 0" 2" - - HM D-2 HM F-2 B-1 45min - SH-4B

FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

FLOOR

FINISH

BASE

FINISH

WALL

FINISH

CEILING

FINISH NOTES / REMARKS

MB-100 DATA CENTER RESILIENT

TILE

FLOORING

RESILIENT

BASE

P1=

BENJAMIN

MOORE

EGGSHELL

JUTE AF-80

P2 =

BENJAMIN

MOORE FLAT

BLACK 2132-10

RESILIENT TILE ESD FLOORING REQUIRES

A COPPER GROUNDING STRIP TO BE

PLACED WITHIN ROOM. FOLLOW

MANUFACTURERS INSTRUCTIONS.

MB-507 MECH. ROOM - - P3=MATCH

EXISTING

P3=MATCH

EXISTING

ALL REPAIRS AND PATCHES TO BE

PAINTED P3 COMPLETE.

MB-511 PASSAGE - - P3=MATCH

EXISTING

P3=MATCH

EXISTING

ALL REPAIRS AND PATCHES TO BE

PAINTED P3 COMPLETE.

1" = 1'-0"4

PIPE PENETRATION DETAIL

D-2F-2

ALL MANUFACTURER MATERIALS ARE FOR BASIS OF DESIGN. ALTERNATIVES MAY BE SUGGESTED BY THE CONTRACTOR AND REQUIRE VA COR APPROVAL.

623 MASSACHUSETTS ST., SUITE 200

LAWRENCE, KS 66044

785-842-6464 www.pec1.com

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

PEC Project # 208106-005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

FULLY SPRINKLERED

B

IM

/2

-0

K C

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M

A601

3D - ISOMETRIC DRAWINGS &

SECTIONS

EHRM Infrastructure Upgrades –

Data Center – Kansas City, MO

4801 E. LINWOOD BLVD. KANSAS CITY, MO 64128

589-21-706

11/04/2022 MM CR

100% FINAL BID

DOCUMENTS

ISOMETRIC VIEW A

ISOMETRIC VIEW B

1/4" = 1'-0"3

PRESENTATION SECTION 1

1/4" = 1'-0"4

PRESENTATION SECTION 2

THIS SHEET TO BE PRINTED/COPIED IN COLOR

SEISMIC RESTRAINTS:

THIS IS A LIFE SAFETY BUILDING WHICH MEANS IT SHALL REMAIN REASONABLY OPERATIONAL IN THE CASE OF A SEISMIC EVENT. THEREFORE ALL STATIONARY EQUIPMENT ON THE FLOOR AND ALL CONCRETE PADS SHALL BE FIXED RIGIDLY TO THE STRUCTURE. ALL ROTATING OR RECIPROCATING OR VIBRATING EQUIPMENT SHALL BE INSTALLED WITH EARTHQUAKE SNUBBERS TO LIMIT MOVEMENT. ALL HANGING EQUIPMENT, PIPING, AND DUCTWORK SHALL BE BRACED TO THE STRUCTURE. REFER TO SPECIFICATION SECTIONS 21 0548, 22 0548, AND 23 0548.

SHEET NUMBER

WHERE DRAWN

SECTION LETTER

SECTIONS DETAILS

FT-1

TYPICAL

EQUIPMENT

NUMBER

UNIQUE I.D.

(FAN TERMINAL NO. 1)

EQUIPMENT TYPE

(FT=FAN TERMINAL)

DRAWING SYMBOLS

GENERAL NOTES GENERAL DEMOLITION NOTES

B

M2.1 M3.6

M3.6

B

M2.1 M3.6

M3.6

1. VERIFY JOB SITE CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

2. NO PIPING, DUCTWORK, ETC. SHALL PENETRATE STRUCTURAL MEMBERS.

3. PROVIDE MISCELLANEOUS CUTTING, PATCHING AND REPAIRING OF FINISHES, ROOF, WALLS, ETC., AS

REQUIRED TO ACCOMMODATE THE NEW WORK.

4. G.C. IS TO PATCH ANY OPENINGS IN CORRIDORS REQUIRED TO BE CONSTRUCTED TO LIMIT THE TRANSFER OF

SMOKE AND IN SMOKE BARRIERS AS REQUIRED TO MEET CODE REQUIREMENTS. SEE ARCHITECTURAL

DRAWINGS FOR LOCATIONS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXACT LOCATION, CONFIGURATION AND ROUTING OF EXISTING SYSTEMS REQUIRED TO REMAIN IN OPERATION DURING THE PROJECT TO PREVENT DAMAGE

DURING DEMOLITION AND PHASING.

6. REMOVE ALL EXISTING EQUIPMENT, DUCTWORK AND PIPING THAT IS NOT REQUIRED FOR A WORKING

INSTALLATION.

7. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION.

8. UNLESS OTHERWISE INDICATED, INSTALL ALL SPACE THERMOSTATS AND OTHER OCCUPANT ADJUSTABLE

CONTROL DEVICES SAME HEIGHT AS ADJACENT LIGHT SWITCHES, BUT IN NO CASE HIGHER THAN 48 INCHES ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. COORDINATE EXACT HEIGHT WITH ARCHITECT PRIOR TO

INSTALLATION.

9. ALL CUTTING AND PATCHING SHALL BE CLOSELY COORDINATED WITH THE G.C.

10. COORDINATE ROUTING OF PLUMBING, AND HVAC PIPING WITH DUCTWORK, LIGHTS, ARCHITECTURAL CEILING

AND STRUCTURAL ELEMENTS. PIPING SHALL RISE AND DROP, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALL TAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADE MUST BE MAINTAINED FOR DRAINAGE. REWORK OF INSTALLED WORK TO RESOLVE CONFLICTS RISING FROM LACK OF

COORDINATION SHALL NOT JUSTIFY AN INCREASE IN THE CONTRACT AMOUNT.

11. ALL DIFFUSERS ARE 4-WAY BLOW UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

12. FLEXIBLE DUCTWORK IS ALLOWED ON RUNOUTS TO SUPPLY DIFFUSERS ONLY. UTILIZE ONLY ABOVE LAY-IN

ACCESSIBLE CEILINGS. DO NOT INSTALL FLEX DUCT ABOVE HARD CEILINGS OR WHERE EXPOSED. A MAXIMUM

LENGTH OF 6'-0" MAY BE USED AT EACH CONNECTION.

13. SEAL DUCTWORK AS CALLED OUT BELOW USING HARDCAST DT TAPE AND FTA-20 ADHESIVE OR HARDCAST

AFG-1402 "FOIL GRIP" PER MANUFACTURERS INSTRUCTIONS.

TYPE OF DUCT APPLY TO JOINTS

EXHAUST DUCT (ROUND OR RECT) TRANSVERSE AND LONGITUDINAL

MEDIUM VELOCITY (ROUND) TRANSVERSE AND LONGITUDINAL

MEDIUM VELOCITY (RECTANGULAR) TRANSVERSE AND LONGITUDINAL

LOW VELOCITY SUPPLY AND RETURN (RECT) TRANSVERSE AND LONGITUDINAL

LOW VELOCITY SUPPLY (ROUND) TRANSVERSE AND LONGITUDINAL

14. INSTALL BALANCE DAMPER WITH STANDOFF AND LOCKING QUADRANT IN AN ACCESSIBLE LOCATION AT EACH RUNOUT TO SUPPLY DIFFUSERS, EXHAUST GRILLES, AND RETURN GRILLES WHERE AIRFLOW IS INDICATED, OR

AS INDICATED OTHERWISE.

15. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED BY THE TRADE MAKING THE PENETRATION. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS.

16. DO NOT ROUTE PIPING OR DUCTWORK OVER ELECTRICAL PANELS OR EQUIPMENT. PIPING OR DUCTWORK SHALL NOT BE ROUTED THROUGH ELECTRICAL ROOMS, TELECOM ROOMS OR ELEVATOR EQUIPMENT ROOMS UNLESS SPECIFICALLY SERVING THAT ROOM. COORDINATE WITH E.C. PROVIDE WATERTIGHT DRIP PAN WITH

DRAIN TO NEAREST APPROVED RECEPTOR WHERE REQUIRED.

17. COORDINATE SIZE AND LOCATION OF ACCESS DOORS IN CONSTRUCTION REQUIRED FOR ACCESS TO

MECHANICAL EQUIPMENT WITH G.C.

18. COORDINATE SIZE AND LOCATION OF MECHANICAL EQUIPMENT PADS WITH G.C.

19. ALL WORK IS TO…