589A7-21-132 Wichita Bid Drawings 05_Architectural Complete.pdf

PULL

PULL

RADIOLOGY

RECORDS

RECOVERY

RECEPTION

M

MAINT

MECH

MACH MACHINE ROOM

MALE

MAINTENANCE

RECD

RECP

RECOV

RAD

ROOM

STAFF

REHABILITATION

SHOWER

SUPPLY

STAFF TOILET

SOILED UTILITY

SECRETARY

STAIRS

SUPPORT

STATION

STERILIZER

SERVICE

SWITCHGEAR

SUPERVISOR

SURGERY/ ICAL

STORAGE

MGR

MED

MRI

OFF

OR

ORTHO

OH

OB/GYN

OPERATING ROOM

MANAGER

OFFICE

MEDICATION/ MEDICAL

ORTHOPEDICS

OBSTETRICS/ GYNECOLOGY

ORAL HYGIENIST

MAGNETIC RESONANCE

IMAGING

SWGR

ST

STA

RM

S TLT

SVCE

SHR

S

STOR

SUPVR

SPRT

SPLY

SOIL

SECY

REHAB

STER

SURG

MECHANIC(AL)

EDUCATION

ELEVATOR

ELECTRIC(AL)

ED

ELEV

EMG

ELEC

ADMIN

ASSY

AUD

AMB

ASSEMBLY

ADMINISTRATION(OR)

AMBULATORY

AUDIOLOGY

"DN"

S

SIMILARSIM

SPEC

SF

SOUTH/ SINK

SQUARE FEET/ STOREFRONT

(NON - NCS ABBREVIATIONS ARE SHOWN

UNDERLINED) EXAMPLE:

ENDOSCOPY

EQUIPMENT

EXECUTIVE

ENDO

ENT

EQUIP

EXEC

FREEZER

FEMALE

FRZ

F

BALCONYBALC

CHEMICALCHEM

CHGN

CLASSCL

CHIRO CHIROPRACTOR

CHARGE NURSE

GENERAL

GYMNASIUM

GEN

GYM

HEAD

HOUSEKEEPINGHSKPG

HD

ICCU

HAZ MAT

CLERICAL

CLN

CLER

CLOSETCLO

CLRM CLASSROOM

CLEAN (ING)/ CLEAN UTILITY

COMM

CONF

CORRIDORCORR

COPY

COMMUNICATIONS

CONFERENCE

COPY/ WORK ROOM

COMMANDER/ COMMANDCMD

SQUARESQ

SST

STEEL

STC

STL

TREADT

THROUGHTHRU

TEMP

SOUND TRANSMISSION CLASS

STAINLESS STEEL

TEMPERATURE/ TEMPORARY

TOP OF

TOC

TO

TOF

TOM

TYPICALTYP

U

UC

TOS

HEAT TRANSFER COEFFICIENT

TOP OF FOOTING

TOP OF CONCRETE (CURB)

UNDERCUT

TOP OF MASONRY

TOP OF STEEL

SPECIFICATION(S)

HAZARDOUS MATERIALS

EAR NOSE THROAT

ELECTROMYOGRAPHY

INTENSIVE CARDIAC CARE UNIT

TECHNICIAN

TELEPHONE

TOILET

URINAL

TREATMENT

WAITING

WAREHOUSE

WATER CLOSET

WEIGHTS AND MEASURES

WEIGHT

WORK STATION, WORK ROOM

EXECUTIVE OFFICER

VESTIBULE

P

PHAR

PHYS

PEDS

PO

PSRDM

PRIN

PREP

POST OFFICE

PRINCIPAL

PHARMACY

PATIENT

PREPARATION

PEDIATRICS

PHYSICAL

PHYSICAL SECURITY RISK MITIGATION DESIGN

PROCTO

PROC

PUB

PT/OT

PULMO

PUBLIC

PHYSICAL / OCCUPATIONAL

THERAPY

PROCTOLOGY

PROCEDURE

PULMONARY

PARKINGPRKG

WT

WHSE

WAIT

VEST

UR

WORK

TRT

TECH

XO

WC

W & M

TEL

TLT

INFORMATION

ISOLATION

INJECTION

INFO

ICU

ISO

INJ

JANITOR

KITCHEN

JAN

JC

KIT

CSR

CT

CONTROLCTRL

CENTRAL STERILE ROOM

CAT SCAN

DRESSING

DEPT

D

DIRECTOR

DICTATION

DIR

DICT

DEPARTMENT

LAUNDRY

LABORATORY

LAU

LAB

LDRP

LCPO

LIBRARY

LOCKER

LIT/ FORMS

LIB

LPO

LKR

L/W

L/F

DOCTORDR

DOR

DRK

DTR

DARKROOM

DENTAL TREATMENT ROOM

DENTAL OPERATORY ROOM

DISP DISPENSING

UL

U/C/B

VACUUMV

U0N

VARIESVAR

VCT

VERTICAL

VTR

VERT

VENT THRU ROOF

UNLESS OTHERWISE NOTED

UNDERWRITERS LABORATORY

VINYL COMPOSITION TILE

UNDER COUNTER BASE

W

WITHW/

W

WITHOUT

WOOD

W/0

WD

WEIGHTWT

WP

WH WALL HUNG/ WATER HEATER

WEST /WATT

WATERPROOF / WORKING POINT

WIDTH /WIDE FLANGE

VWC VINYL WALL COVERING

WWF WELDED WIRE FABRIC

JANITOR'S CLOSET

LABOR DELIVERY RECOVERY POST PARTUM

LEADING CHIEF PETTY OFFICER

LEADING PETTY OFFICER

LITTER WHEELCHAIR

INTENSIVE CARE UNIT

KILOPASCAL

POUND

ANGLE

KPA

L

LB

EACH

ELEVATION

EACH END

EXPANSION JOINT

EA

EJ

EL

EE

AND&

DOLLAR (USD)

@ AT

NUMBER / POUND

NATIONAL CAD STANDARD ABBREVIATIONS

LINEAR FEET

METERS

MAXIMUM

LF

M

MAX

MINIMUM

MILLIMETERS

MISCELLANEOUS

MASONRY OPENING

MIN

MM

MISC

MO

ET CETERA

EQUAL

EYE WASH STATION

ELECTRIC WATER COOLER

EXISTING

FILLER

NORTH

NOT APPLICABLE

NUMBER

NOT IN CONTRACT

NA

N

NO

NIC

NOT TO SCALE

OXYGEN

ON CENTER

NTS

OC

O

NOMINALNOM

FACSIMILE

FIRE EXTINGUISHER

FINISHED FLOOR

FIRE EXTINGUISHER CABINET

FLOOR

FACE OF

FIBERGLASS REINFORCED POLYMER

FACE OF SLAB (STUD)

FIRE HOSE CABINET

EQ

F

A/C

A/E

ADA

ACT

AHJ

AHU

AFF

ALUM

AUTHORITY HAVING JURISDICTION

AMERICANS WITH DISABILITY ACT

ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ALUMINUM

ARCHITECT-ENGINEER

AIR CONDITIONED

FE

FF

FLR

FO

FRP

BEAM

BLDG

BM

BOS

BO

CG

CCT

CL

CJ

BUILDING

BOTTOM OF STEEL

CENTER LINE

CONTROL/ CONSTRUCTION JOINT

CORNER GUARD

BY OWNER/ BOTTOM OF

CUBICLE CURTAIN TRACK

FOS

FAX

EWS

ETC

FEC

FHC

EXIST

EWC

OPPOSITE HAND

OUTSIDE DIAMETER

PLATE

OPENING

OPH

OD

PL

OPNG

PAIR

PLASTIC LAMINATEPLAM

PR

PSI

PSF

GAS

GRAB BAR

GALVANIZED

GAGE

HIGH

GYPSUM BOARD

GENERAL CONTRACTOR

QUANTITY

PTS

QTY

RISER/RADIUS

REQUIRED

ROUGH OPENING

REFER

R

RAL

RO

REQ

REHARDWARE

HOUR

HOLLOW METAL

INTERCOM

INTRAVENOUS

INCH(ES)

INSIDE DIAMETER

PT

HANDICAP

G

GB

GA

GC

H

CLL

CLG

CM

CMU

CLR CLEAR

CONC

CO2

CONT

CTJ

CENTIMETER

CONCRETE

COLUMN LINE

CONTINUED (OUS)

CONCRETE MASONRY UNIT

CEILING

CONTRACTION JOINT

CARBON DIOXIDE

HM

HR

ID

IC

IV

INCTR

DBA

D

DEG

DIA

DR

DWG

DN DOWN

DEGREE

UNIT OF SOUND

CENTER

DEEP/ DEPTH

DIAMETER

DOOR/

DRAWING(S)

COORDINATECOORD

HC

HDW

GALV

GYP BD

ROICC

JOINTJT

DWR DRAWER

PAINT

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

RESIDENT OFFICER IN CHARGE

OF CONST

FEDERAL COLOR PALETTE

PNEUMATIC TUBE STATION VOL VOLUNTEER

ASSISTANTAST

COMPUTERCOMP

COORD COORDINATOR

CLIN CLINIC (AL)

PERSONNELPERS

MANAGEMENTMGNT

ANALYSISTANLST

COMPR COMPTROLLER

CUBICLESCBCL

DEGREE(S)°

AIR

A

/ DIVIDE BY, PER

EQUALS, EQUAL TO

' FOOT, FEET

> GREATER THAN

> GREATER THAN OR EQUAL TO

INCH(ES)"

MINUS, NEGATIVE

< LESS THAN

LESS THAN OR EQUAL TO

MULTIPLY BY, BYX

% PERCENT

PLUS

+/- PLUS OR MINUS

NATIONAL CAD STANDARD ROOM NAME ABBREVIATIONS

"DN"

(NON - NCS ABBREVIATIONS ARE SHOWN

UNDERLINED) EXAMPLE:

FOOT/FEETFT

TELEVISIONT.V.

P.T. PRESSURE TREATED

MOUNTEDMNTD

FIRE RETARDANTF.R.

SS STAINLESS STEEL

WHEELCHAIRW/C

FIRE TREATEDF.T.

ABA ARCHITECTURAL BARRIERS ACT

SAB SOUND ATTENUATION BATTS

EXPOSEDEXP

VERIFY IN FIELDVIF

VERIFY IN FIELDVIF

PYSCH PSYCHOLOGY

HOLLOW METAL FRAMEHMF

RENOVATE(TION)RENO

A101

SIM

A101

SIM

A101

SIM

BUILDING ELEVATION/SECTIONDetail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Room No.

Room Area

Door/Room No.

Partition Configuration

Partition Configuration

Key Note No.

ALIGN

WALL SECTION

DETAIL SECTION/CALLOUT

ROOM TAG

DOOR TAG

PARTITION TAG

KEYNOTE

ALIGNED SURFACES

Room Name

Area

AREA TAG

Area NameArea Name

150 SF

WL

2S 86

SCOPE OF PROJECT

Project Limit Line

Grid No.

CENTERLINE

COLUMN GRID LINE

SPOT ELEVATIONSpot Elevation AFF

Level/Datum Elevation AFF

LEVEL MARKER

Level/Datum Name

Window Type WINDOW TYPE TAG01

CL

Highpoint @ Tail SLOPE INDICATOR

Starting Point @ Center DIMENSION CROSSHAIR

NORTH ARROW

Plan North Reference Label

Name Elevation

Revision Reference Number

Revision Cloud Depicting Area Revised

REVISION

CEILING TAG1'-0" Clg Height

? Finish FINISH TAG

Casework / Furniture

CASEWORK TAG1i

FURNITURE TAG

Room Wall Finish

Room Wall Base

Room Floor Finish

ROOM FINISH TAG

FIRE

EXTINGUISHER

WALL MOUNTED

CABINET

FIRE ALARM

PULL BOX

4'

M A

X

IM

U M

4'

M A

X

IM

U M

4'

M A

X

IM

U M

3'

FIRE

EXTINGUISHER

WALL HUNG

FIRE

EXTINGUISHER

IN RECESSED

CABINET

FIRE EXTINGUISHER

AND FIRE HOSE

VALVE IN RECESSED

CABINET

FIRE EXTINGUISHER,

FIRE HOSE VALVE

AND FIRE

DEPARTMENT VALVE

IN RECESSED

CABINET

FIRE DEPARTMENT

VALVE IN

RECESSED

CABINET

3'

FIREFIGHTERS

HANDSET

FH

0' - 10 1/2"

1'

3'

M A

X

8" 8"7

AUDIO/VISUAL

FIRE ALARM

EXIT SIGN WALL

SWITCH

WALL

PHONE

JACK

FIRE ALARM

PULL STATION

(GENERALLY

LOCATE UNDER

A/V ALARM)

W

IT

H O

W N

E R

C O

O R

D

IN

A T

E0' - 8"

COMBINATION

POWER/SIGNAL/OUTLET

FOR WALL MOUNTED

TELEVISION OR

MONITOR

CLOCK

(PLACED ON WALL

WITH NO VISUAL

BOARDS

MOUNTED BELOW)

DOUBLE-SIDED

PROJECTED

CLOCK

M

IN

C

E

IL

IN

G

H E

IG

H

T

U

.N .O

S

P A

C E

S W

IT

H

T.V./DATA/

PHONE

POWER

RECEPTACLES

LIGHT

SWITCHES

DOME

LIGHT

OCCUPANCY

SENSOR

CARD

READER

THERMOSTAT

POWER

DISCONNECT

REMOTE DOOR

RELEASE

D/V L

TV

D/V

TV E

E

ED/V

L L OS CR T DR

AREA OF

REFUGE

INTERCOM

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:1

P

M

A-001

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

NOTES, SYMBOLS, ABBREVIATIONS

ARCHITECTURAL

-K

S

ABBREVIATIONS PLAN SYMBOLS

FIRE PROTECTION EQUIPMENT

ELECTRICAL CONTROL DEVICES

F1

E1

Matthew Thole - Oculus

T

T

T

F F

F

F A

C

PF

A

A

PATH OF TRAVEL (FEET)

VOICE/ALARM SYSTEM THROUGHOUT

(COORDINATE W/ ELECTRICAL)

EXIT FLOW

PATH TAG

EXIT SIGN

(COORDINATE W/ ELECTRICAL)

PORTABLE FIRE EXTINGUISHER

DRY-CHEMICAL ABC CLASSIFICATION

(COORDINATE W/ FIRE MARSHAL)

TWO HOUR FIRE BARRIER

CONSTRUCTION

PATH

ID'S:

X# X# X# X#

FE

COMBINED OCCUPANT LOAD AT DOOR

TOTAL EXIT CAPACITY OF DOOR

5053 SF

SI - SPECIAL

INDUSTRIAL

SI - SPECIAL INDUSTRIAL

PATH

ID'S:

1A, 1B

FE

PATH

ID'S:

2A, 2B

PATH

ID'S:

1A, 2A

PATH

ID'S:

1B, 2B

FE

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:0

P

M

A-101

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

LIFE SAFETY

ARCHITECTURAL

PLAN

-K

S

APPLICABLE CODES _________________

2024 INTERNATIONAL BUILDING CODE (IBC)(ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS)

2024 EDITION NFPA 101 LIFE SAFETY CODE

2023 VA FIRE PROTECTION DESIGN MANUAL 9TH EDITION

2024 NFPA NATIONAL FIRE CODE (EXCEPTION OF NFPA 5000 AND NFPA 900)

2023 NATIONAL ELECTRICAL CODE (NEC)

2024 INTERNATIONAL PLUMBING CODE (IPC)

ENERGY POLICY ACT OF 2005 (EPACT)

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 SIGNAGE

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1 -2004

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

VA BARRIER FREE DESIGN STANDARDS PG-18-13

UNIFIED FACILITIES CRITERIA (UFC 3-540-01) ENGINE GENERATOR SYTSEMS FOR PRIME AND STANDBY

POWER APPLICATIONS

BUILDING HEIGHT AND AREA LIMITATIONS (IBC CHAPTER 5):

USE & OCCUPANCY CLASSIFICATION: F1 - MOD. HZD. INDUSTRIAL

TYPE OF CONSTRUCTION: II-B / TYPE-II (000)

ALLOWABLE HT IN FEET (TABLE 504.3): 75' (S)

ACTUAL HEIGHT ABOVE GRADE: 24'-0"

ALLOWABLE ST. ABOVE GRADE (TABLE 504.4): 3 (S)

ACTUAL STORIES ABOVE GRADE: 1

ALOWABLE AREA (TABLE 506.2): 62,000 sqft (S1)

ACTUAL AREA: 5,420 sqft

PER IBC CHAPTER 5: TYPE 2B NON COMBUSTIBLE, FULLY SPRINKLERED BUILDING WITH AN F1 MODERATE HAZARD INDUSTRIAL OCCUPANCY IS PERMITTED TO BE UP TO 75’ TALL, THREE STORIES, WITH 62,000 SQFT

OF ALLOWABLE AREA.

AS DEFINED BY TABLE 601 THE BUILDING ELEMENTS ARE REQUIRED TO CARRY THE FOLLOWING

FIRE RESISTANCE RATINGS IN TYPE II-B CONSTRUCTION:

PRIMARY STRUCTURAL FRAME: 0 HRS

EXTERIOR BEARING WALLS: 0 HRS

INTERIOR BEARING WALLS: 0 HRS

EXTERIOR NON-BEARING WALLS: 0 HRS

INTERIOR NON-BEARING WALLS: 0 HRS

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS: 0 HRS

ROOF CONSTRUCTION AND

SECONDARY MEMBERS: 0 HRS

PER NFPA 5000 TABLE 7.4.1, A TYPE II, (000), FULLY SPRINKLERED, ORDINARY HAZARD INDUSTRIAL OCCUPANCY IS PERMITTED TO BE UP TO 75’ TALL, THREE STORIES, WITH 15,500 SQFT OF FOOTPRINT.

AS DEFINED BY TABLE 7.2.1.1, CONSTRUCTION ELEMENTS ARE REQUIRED TO CARRY THE

FOLLOWING FIRE RESISTANCE RATINGS IN TYPE-II (000) CONSTRUCTION:

EXTERIOR BEARING WALLS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

INTERIOR BEARING WALLS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

COLUMNS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

BEAMS, GIRDERS, TRUSSES, AND ARCHES:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

FLOOR/CEILING ASSEMBLIES: 0 HRS

ROOF/CEILING ASSEMBLIES: 0 HRS

INTERIOR NON-BEARING WALLS: 0 HRS

EXTERIOR NON-BEARING WALLS: 0 HRS

NFPA 101 OCCUPANCY & ASSOCIATED CHAPTER

• GENERATOR FLOOR, MAIN LEVEL : INDUSTRIAL OCCUPANCY (NFPA 101 : 2024, CHAPTER 40)

• STORAGE UTILITY AREAS ASSUMED TO BE NON-SEPERATED, ANCILLARY FACILITIES PER PROVISIONS

OF (A.6.1.14.1.3)

40.2.5.3.1 INDUSTRIAL EQUIPMENT ACCESS DIMENSIONAL CRITERIA:

MINIMUM HORIZONTAL DIMENSION OF ANY WALKWAY: 22” CLEAR

MINIMUM STAIR OR RAMP WIDTH: 22” @ RAILS

MINIMUM TREAD WIDTH: 22” CLEAR

MINIMUM TREAD DEPTH: 10”

MAXIMUM RISER HEIGHT: 9”

MAX HT. BETWEEN LANDINGS: 12’-0”

MINIMUM HEADROOM: 6’-8”

MINIMUM WIDTH OF DOOR OPENINGS: 22”

ENERGY CONSERVATION / ENVELOPE THERMAL PERFORMANCE CRITERIA:

ZONE 4A - MASS CONSTRUCTION:

MINIMUM THERMAL RESISTANCE - WALL: R-13 C.I.

MINIMUM THERMAL RESISTANCE - ROOF: R-30 C.I.

LIFE SAFETY LEGEND

GENERAL SHEET NOTES

1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD

THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS

SHALL NOT BE LESS THAN 80 INCHES.

2. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EGRESS DOORS TO HAVE PANIC HARDWARE. PANIC HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE

REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

3. THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE

LEVEL.

4. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO

STORAGE IS PERMITTED IN ANY EGRESS PATHS.

5. PER DIRECTION OF THE PROJECT CONTRACTING OFFICER , AND PER GUIDANCE OF ABAAS SCOPING

REQUIREMNTS (F203.6 MACHINERY SPACES) PORTIONS OF THE PLAN INCLUDING DEDICATED

MECHANICAL SPACES AND LOCKER AND BREAK ROOM FACILITIES ACCESSED ONLY BY PLANT

OPERATIONS PERSONNEL ARE NOT REQUIRED TO BE REACHABLE BY CONTINUOUS ACCESSIBLE

PATHS.

6. CONTRACTOR TO SUBMIT TEMPORARY LIFE SAFETY PLANS IN THE EVENT REQUIRED EXITS ARE

BLOCKED DURING CONSTRUCTION.

PROJECT CODE SUMMARY

PATH "1A"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

29' - 5" 100'-0" 35' - 2" 400'-0"

TRAVEL DISTANCES:

OCCUPANT SCHEDULE

Name Area Area Per Occupant

OCCUPANT LOAD

PRESCRIBED CALCULATED

SI - SPECIAL

INDUSTRIAL

5053 SF 10 0

5053 SF 10 0

OCCUPANT LOAD (40.1.7):

• "THE OCCUPANT LOAD, IN NUMBER OF PERSONS FOR WHOM MEANS OF EGRESS AND OTHER

PROVISIONS ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE CHARACTERISTIC OF THE USE OF THE SPACE, OR SHALL BE DETERMINED AS

THE MAXIMUM PROBABLE POPULATION OF THE SPACE UNDER CONSIDERATION, WHICHEVER IS

GREATER."

• PER TABLE 7.3.1.2 - NO PRESCRIPTIVE OCCUPANCY CALCULATION BASED ON AREA:

• ASSUMED SPECIAL-PURPOSE INDUSTRIAL OCCUPANCY PER DIRECTION FROM END USER IS NO

GREATER THAN 10 OCCUPANTS.

TRAVEL DISTANCE (40.2.6.1) AND

COMMON PATH OF TRAVEL (40.2.5.1):

INDUSTRIAL (EXISTING):

MAX TRAVEL DISTANCE:

FULLY SPRINKLERED 400' - 0"

MAX COMMON PATH OF TRAVEL:

FULLY SPRINKLERED = 100' - 0"

1/8" = 1'-0"F3 FIRST FLOOR - OCCUPANCY AND EGRESS

OCCUPANCY LEGEND:

OCCUPANTS

PATH "1B"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

29' - 5" 100'-0" 126' - 7" 400'-0"

PATH "2A"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

47' - 10" 100'-0" 89' - 5" 400'-0"

PATH "2B"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

47' - 10" 100'-0" 109' - 2" 400'-0"

T

T

1. BUILDING IS "CRITICAL" OPERATION - SCOPE TO INCLUDE NON LOAD BEARING

WALLS PROTECTED/EXTREME IMPACT RESISTANT SUPPORTING STRUCTURE,

DOORS, FENESTRATION, AND ROOF.

2. STRUCTURES SHALL BE CONSTRUCTED TO WITHSTAND THE PEAK PRESSURES

AND CORRESPONDING IMPULSES PRODUCED BY THE DESIGN LEVEL EXPLOSIVE

THREAT (W2) LOCATED AT THE MINIMUM STANDOFF DISTANCE OF 50 FEET.

STANDOFF DISTANCES PROVIDED IN EXCESS OF 50 FEET MAY NOT BE

ACCOUNTED FOR IN THE CALCULATION OF THE EXTREME IMPACT LOADING

ENVIRONMENT.

3. BUILDING IS TO BE RESTRICTED TO AUTHORIZED PERSONNEL ONLY, AN INTERIOR

W1 SATCHEL CHARGE IS NOT BEING MODELED.

4. SINGLE STORY, AND EXISTING BUILDINGS, ARE EXEMPT FROM PROGRESSIVE

COLLAPSE REQUIREMENTS PER PSRDM.

5. PROVIDE EXTERIOR WALL EXTREME IMPACT PROTECTION AS FOLLOWS:

A. NON-LOAD BEARING WALLS SHALL BE DESIGNED SUCH THAT

THEY HAVE SOME PERMANENT DEFORMATION BUT ARE

GENERALLY REPAIRABLE IN RESPONSE TO THE CALCULATED

PEAK PRESSURES AND IMPULSES RESULTING FROM THE DESIGN

LEVEL THREAT (W1) LOCATED AT THE MINIMUM STANDOFF

DISTANCE OF 50 FEET, BUT NO GREATER THAN GP2.

B. WALLS SHALL SPAN FROM SLAB TO SLAB AND SHALL NOT BE

ATTACHED DIRECTLY TO GRAVITY LOAD BEARING ELEMENTS

C. WALLS SHALL BE ABLE TO ACCEPT THE TRIBUTARY LOADS

TRANSFERRED FROM GLAZED FENESTRATION IN ADDITION TO

THE DESIGN LEVEL EXTREME IMPACT PRESSURES APPLIED

DIRECTLY TO THEIR SURFACE.

6. PROVIDE EXTREME IMPACT RATED DOORS AS FOLLOWS:

A. TYPE "C" EXTREME IMPACT RATED DOUBLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

B. TYPE "A" EXTREME IMPACT RATED SINGLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

C. EXTREME IMPACT RATED OVERHEAD DOORS WITH 120 SECOND

AUTOMATIC CLOSURE OPERATION

-OR--

D. STANDARD OVERHEAD DOORS WITH EXTREME IMPACT RATED

CATCHMENT SYSTEM

7. ARM DOORS WITH MAGNETIC LOCKS, DUAL AUTHENTICATION PIV/PIN CODE

ACCESS CONTROLS, AUTO-CLOSERS WITH ANTI-PROP ALARMS AND TIE SYSTEMS

TO SCC

8. WINDOWS WHERE PROVIDED TO BE MINIMAL IN QUANTITY AND CONSTRUCTED OF

EXTREME IMPACT RESISTANT FRAMES AND LAMINATE GLAZING PER PSRDM.

9. PROVIDE PERIMETER LIGHTING IN ACCORDANCE WITH PERFORMANCE

REQUIREMENTS OF SSTV SYSTEM.

10. REFERENCE PHYSICAL SECURITY NARRATIVE FOR ADDITIONAL DETAILS

REGARDING EXTREME IMPACT RESISTANCE

4202 SF

GENERATOR

ROOM

A-202 F4 A-201F4

A-202

C4

C4

A-301

F4

A-301

143 SF

FIRE RISER ROOM

F6

A-304

F3

A-305

F1

A-305

4'

8'

2' - 10" 24' - 9" 24' - 9" 21' - 6" 2' - 10"

100100

A-201

C4

F5

A-305

2'

0"

2'

0"

GENERATOR

GENERATOR

GENERATOR

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

S W

IT

C

H G

E A

R

1 2 3 4

A

C

8'

4'

2' - 10" 24' - 9" 24' - 9" 21' - 6" 2' - 10"

101B

D

102B

B

DAY

TANK

PUMP

SET

SKID

FUEL

FILTRATION

SKID

76' - 8"

101A

C

102A

108 108

F

IR

E A

L A

R M

C O

N T

R O

L P

A N

E L

TELEDATA

ENCLOSURE

SECURITY

CABINET

FIRE

EQUIPMENT

CLEARANCE

76' - 8"

5' - 3 5/8" 18' - 0" 6' - 0" 18' - 0" 6' - 0" 18' - 0" 5' - 4 3/8"

2'

0"

2'

0"

0' - 8" 0' - 8"

0'

0'

A-502 C5

5'

15' - 4"101

15' - 3 1/2"

9'

/8

34' - 4"

6' - 0" 6' - 0"

593 SF

SWITCHGEAR ROOM

A

B

135135

F1

A-301

103103

DAY

TANK

DAY

TANK

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:1

P

M

A-111

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

FLOOR PLAN

ARCHITECTURAL

-K

S

GENERAL NOTES

KEYED NOTES

100 CONCRETE FLOOR; RE: STRUCTURAL

101 PIPE TRENCH WITH GALV. STL. GRATE COVERS, RE: STRUCT.

103 THREE-SIDED SECURITY ENCLOSURE, 8'-6" HT x X'-X" WD. x X'-X" DP. PROVIDE 3'-0" x 7'-0" SWINGING DOOR. SECURE ASSEMBLIES TO WALLS AND FLOOR PER

MANUF. RECOMMENDATION.

106 12" CMU WALL WITH FACE BRICK TO MATCH EXISTING SITE STANDARD. RE:

WALL SECTIONS, RE: STRUCTURAL

108 EXTREME IMPACT-RATED EXTERIOR OHD. RE DOOR SCHEDULE

135 FUEL LINE TRENCH/PIPE ENTRY.

136 STEAM LINE TRENCH/PIPE ENTRY.

155 ROOF ACCESS LADDER, SUPPORT FROM WALL/STRUCT. ABOVE.

1/4" = 1'-0"F3 GROUND FLOOR

1. BUILDING IS "CRITICAL" OPERATION - SCOPE TO INCLUDE NON LOAD BEARING

WALLS PROTECTED/EXTREME IMPACT RESISTANT SUPPORTING STRUCTURE,

DOORS, FENESTRATION, AND ROOF.

2. STRUCTURES SHALL BE CONSTRUCTED TO WITHSTAND THE PEAK PRESSURES

AND CORRESPONDING IMPULSES PRODUCED BY THE DESIGN LEVEL EXPLOSIVE

THREAT (W2) LOCATED AT THE MINIMUM STANDOFF DISTANCE OF 50 FEET.

STANDOFF DISTANCES PROVIDED IN EXCESS OF 50 FEET MAY NOT BE

ACCOUNTED FOR IN THE CALCULATION OF THE EXTREME IMPACT LOADING

ENVIRONMENT.

3. BUILDING IS TO BE RESTRICTED TO AUTHORIZED PERSONNEL ONLY, AN INTERIOR

W1 SATCHEL CHARGE IS NOT BEING MODELED.

4. SINGLE STORY, AND EXISTING BUILDINGS, ARE EXEMPT FROM PROGRESSIVE

COLLAPSE REQUIREMENTS PER PSRDM.

5. PROVIDE EXTERIOR WALL EXTREME IMPACT PROTECTION AS FOLLOWS:

A. NON-LOAD BEARING WALLS SHALL BE DESIGNED SUCH THAT

THEY HAVE SOME PERMANENT DEFORMATION BUT ARE

GENERALLY REPAIRABLE IN RESPONSE TO THE CALCULATED

PEAK PRESSURES AND IMPULSES RESULTING FROM THE DESIGN

LEVEL THREAT (W1) LOCATED AT THE MINIMUM STANDOFF

DISTANCE OF 50 FEET, BUT NO GREATER THAN GP2.

B. WALLS SHALL SPAN FROM SLAB TO SLAB AND SHALL NOT BE

ATTACHED DIRECTLY TO GRAVITY LOAD BEARING ELEMENTS

C. WALLS SHALL BE ABLE TO ACCEPT THE TRIBUTARY LOADS

TRANSFERRED FROM GLAZED FENESTRATION IN ADDITION TO

THE DESIGN LEVEL EXTREME IMPACT PRESSURES APPLIED

DIRECTLY TO THEIR SURFACE.

6. PROVIDE EXTREME IMPACT RATED DOORS AS FOLLOWS:

A. TYPE "C" EXTREME IMPACT RATED DOUBLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

B. TYPE "A" EXTREME IMPACT RATED SINGLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

C. EXTREME IMPACT RATED OVERHEAD DOORS WITH 120 SECOND

AUTOMATIC CLOSURE OPERATION

-OR--

D. STANDARD OVERHEAD DOORS WITH EXTREME IMPACT RATED

CATCHMENT SYSTEM

7. ARM DOORS WITH MAGNETIC LOCKS, DUAL AUTHENTICATION PIV/PIN CODE

ACCESS CONTROLS, AUTO-CLOSERS WITH ANTI-PROP ALARMS AND TIE SYSTEMS

TO SCC

8. WINDOWS WHERE PROVIDED TO BE MINIMAL IN QUANTITY AND CONSTRUCTED OF

EXTREME IMPACT RESISTANT FRAMES AND LAMINATE GLAZING PER PSRDM.

9. PROVIDE PERIMETER LIGHTING IN ACCORDANCE WITH PERFORMANCE

REQUIREMENTS OF SSTV SYSTEM.

10. REFERENCE PHYSICAL SECURITY NARRATIVE FOR ADDITIONAL DETAILS

REGARDING EXTREME IMPACT RESISTANCE

C4

A-301

F4

A-301

F6

A-304

F3

A-305

F1

A-305

F5

A-305

1 2 3 4

A

C

B

F1

A-301

787 SF

EQUIPMENT ACCESS

12'-4"

23' - 8 3/8" 34' - 4" 15' - 4 3/8"

8'

6'

/2

1'

/8

6' - 1 1/2" 16' - 2" 7' - 9 1/4" 6' - 1 1/2"

7'

12'-4"

12'-4"

20' - 4" 4' - 0" 10' - 0"

2' - 10" 24' - 9" 24' - 9" 21' - 6" 2' - 10"

5' - 3 5/8" 18' - 0" 6' - 0" 18' - 0" 6' - 0" 18' - 0" 5' - 4 3/8"

76' - 8"

1'

0"

3'

4'

3'

3'

4'

3'

4'

3'

4'

3'

5'

0"

2'

0"

2'

0"

3' - 10" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 4' - 3" 1' - 9" 3' - 4" 4' - 0" 3' - 4" 4' - 0" 3' - 4" 5' - 0" 1' - 0" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 10"

2' - 10" 24' - 9" 24' - 9" 21' - 6" 2' - 10"

76' - 8"

3'

4'

3'

4'

3'

4'

3'

5'

0"

2'

0"

2'

0"

3'

0"

3'

3'

3'

144144

145145

145145

149149 149

154154154 154154154154154

155156

D

D

D

D D

D

D

D

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:1

P

M

A-112

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

FLOOR PLAN

ARCHITECTURAL

-K

S

GENERAL NOTES

KEYED NOTES

1/4" = 1'-0"F3 CATWALK LEVEL

144 LIGHTWEIGHT CONC. DECK AT EQUIP. ACCESS PLATFORM. RE STRUCT. FOR

DETAILS.

145 EQUIPMENT ACCESS CATWALK. REFER TO STRUCTURAL FOR FRAMING /

DETAILS.

146 MATCH ELEVATION TO TOP OF DECK (+/- 3/8") MAX.

147 42" UTILITY GUARDRAIL AND KICKPLATE AT PLATFORM/CATWALK PERIMETER -

RE: STRUCT. FOR ATTACHMENT DETAILS.

148 BREAK RAIL AT STRUCTURAL SUPPORT VERTICALS, MAX 2" GAP TO STRUCT.

STEEL.

149 PROVIDE GUARDRAIL SECTIONS AT CATWALK BETWEEN LOUVERS/DAMPERS

154 INTAKE LOUVER / DAMPER ASSEMBLY (TYP. 13 LOCATIONS, RE: MECH.)

155 ROOF ACCESS LADDER, SUPPORT FROM WALL/STRUCT. ABOVE.

156 SPRINKLER PIPING ABOVE, REFER TO FIRE SUPRESSION DRAWING.

1. BUILDING IS "CRITICAL" OPERATION - SCOPE TO INCLUDE NON LOAD BEARING

WALLS PROTECTED/EXTREME IMPACT RESISTANT SUPPORTING STRUCTURE,

DOORS, FENESTRATION, AND ROOF.

2. STRUCTURES SHALL BE CONSTRUCTED TO WITHSTAND THE PEAK PRESSURES

AND CORRESPONDING IMPULSES PRODUCED BY THE DESIGN LEVEL EXPLOSIVE

THREAT (W2) LOCATED AT THE MINIMUM STANDOFF DISTANCE OF 50 FEET.

STANDOFF DISTANCES PROVIDED IN EXCESS OF 50 FEET MAY NOT BE

ACCOUNTED FOR IN THE CALCULATION OF THE EXTREME IMPACT LOADING

ENVIRONMENT.

3. BUILDING IS TO BE RESTRICTED TO AUTHORIZED PERSONNEL ONLY, AN INTERIOR

W1 SATCHEL CHARGE IS NOT BEING MODELED.

4. SINGLE STORY, AND EXISTING BUILDINGS, ARE EXEMPT FROM PROGRESSIVE

COLLAPSE REQUIREMENTS PER PSRDM.

5. PROVIDE EXTERIOR WALL EXTREME IMPACT PROTECTION AS FOLLOWS:

A. NON-LOAD BEARING WALLS SHALL BE DESIGNED SUCH THAT

THEY HAVE SOME PERMANENT DEFORMATION BUT ARE

GENERALLY REPAIRABLE IN RESPONSE TO THE CALCULATED

PEAK PRESSURES AND IMPULSES RESULTING FROM THE DESIGN

LEVEL THREAT (W1) LOCATED AT THE MINIMUM STANDOFF

DISTANCE OF 50 FEET, BUT NO GREATER THAN GP2.

B. WALLS SHALL SPAN FROM SLAB TO SLAB AND SHALL NOT BE

ATTACHED DIRECTLY TO GRAVITY LOAD BEARING ELEMENTS

C. WALLS SHALL BE ABLE TO ACCEPT THE TRIBUTARY LOADS

TRANSFERRED FROM GLAZED FENESTRATION IN ADDITION TO

THE DESIGN LEVEL EXTREME IMPACT PRESSURES APPLIED

DIRECTLY TO THEIR SURFACE.

6. PROVIDE EXTREME IMPACT RATED DOORS AS FOLLOWS:

A. TYPE "C" EXTREME IMPACT RATED DOUBLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

B. TYPE "A" EXTREME IMPACT RATED SINGLE DOORS IN HEAVY

GUAGE (14 GA. MIN.) HOLLOW METAL FRAMES.

C. EXTREME IMPACT RATED OVERHEAD DOORS WITH 120 SECOND

AUTOMATIC CLOSURE OPERATION

-OR--

D. STANDARD OVERHEAD DOORS WITH EXTREME IMPACT RATED

CATCHMENT SYSTEM

7. ARM DOORS WITH MAGNETIC LOCKS, DUAL AUTHENTICATION PIV/PIN CODE

ACCESS CONTROLS, AUTO-CLOSERS WITH ANTI-PROP ALARMS AND TIE SYSTEMS

TO SCC

8. WINDOWS WHERE PROVIDED TO BE MINIMAL IN QUANTITY AND CONSTRUCTED OF

EXTREME IMPACT RESISTANT FRAMES AND LAMINATE GLAZING PER PSRDM.

9. PROVIDE PERIMETER LIGHTING IN ACCORDANCE WITH PERFORMANCE

REQUIREMENTS OF SSTV SYSTEM.

10. REFERENCE PHYSICAL SECURITY NARRATIVE FOR ADDITIONAL DETAILS

REGARDING EXTREME IMPACT RESISTANCE

A-202 F4 A-201F4

A-202

C4

C4

A-301

F4

A-301

F6

A-304

F3

A-305

F1

A-305

A-201

C4

F5

A-305

1 2 3 4

A

C

2'

0"

2'

0"

2' - 10" 24' - 9" 24' - 9" 21' - 6" 2' - 10"

B

/4

105 153153153

153 153 153

122 122 122

76' - 8"

/2

202202

202 202

1/ 2"

1/2" / 12" 1/ 2"

1/2" / 12"

F1

A-301

/2

" 1

/2 " / 1

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:1

P

M

A-114

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

ROOF PLAN

ARCHITECTURAL

-K

S

GENERAL NOTES

KEYED NOTES

1/4" = 1'-0"F3 ROOF PLAN

105 ROOF HATCH; REF. PREMANUF. CURB DETAILS (A-503)

120 WHITE TPO MEMBRANE ROOF - REF. SPECIFICATIONS

122 NEW ROOF VENTILATION HOOD; REF. MECHANICAL

126 NEW EXHAUST FAN. RE: MECHANICAL.

127 NEW CONDENSING UNIT, RE: MECHANICAL.

152 TIE-DOWN ROOF ANCHOR; REF. STRUCTURAL

153 MEMBRANE WALKWAY PADS. PROVIDE SLIP RESISTANT SURFACE. FINAL

LOCATION TO BE COORDINATED WITH FINAL EQUIPMENT LOCATION

202 PRE-FINISHED STAINLESS STEEL CONDUCTOR HEAD AND DOWNSPOUT

208 MANUF. CAST STONE COPING

T

T

1 2 3 4

A

C

B

1.07.011.07.01

1.07.01

1.07.011.07.01

1.06

11.04 11.04

20.00 20.00

11.04

20.00

1.02

1.02

01.XX 01.XX

01.XX 01.XX

01.21 01.21

01.21 01.21

4202 SF

GENERATOR ROOM

CMU/P-1

N/A

C-1

593 SF

SWITCHGEAR ROOM

CMU/P-1

N/A

C-1

143 SF

FIRE RISER ROOM

CMU/P-1

N/A

C-1

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:3

P

M

AI111

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

INTERIORS

ARCHITECTURAL

FLOOR PLAN

-K

S

GENERAL NOTES

1/4" = 1'-0"F3 GROUND FLOOR SIGNAGE/FINISHES PLAN

1. REFER TO SHEET AF-601 FOR SIGNAGE TYPES AND SCHEDULE.

2. REFER TO PROJECT GENERAL NOTES.

3. REFER TO SPECIFICATIONS, FINISH LEGEND, AND FINISH PLAN FOR ADDITIONAL

FINISH INFORMATION.

4. EXAMINE AND CONFIRM ALL SUBSTRATE CONDITIONS WHERE NEW MATERIALS

ARE APPLIED. SUBSTRATE SHALL BE SMOOTH, FREE OF DEFECTS AND SHALL

CONFORM TO THE REQUIREMENTS OF THE FINISHED MATERIAL

MANUFACTURERS’ RECOMMENDATIONS.

5. ADHERE TO MANUFACTURE'S SPECIFICATION FOR INSTALLATION INSTRUCTIONS

ON ALL SPECIFIED FINISHES.

1 2 3 4

A

C

B

01.YY

01.YY

01.YY

01.YY

787 SF

EQUIPMENT ACCESS

CMU/P-1

N/A

C-1

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

NORTHKEYPLAN

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

BUILDING 37

AREA OF WORK

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:3

P

M

AI112

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

INTERIORS

ARCHITECTURAL

FLOOR PLAN

-K

S

GENERAL NOTES

1. REFER TO SHEET AF-601 FOR SIGNAGE TYPES AND SCHEDULE.

2. REFER TO PROJECT GENERAL NOTES.

3. REFER TO SPECIFICATIONS, FINISH LEGEND, AND FINISH PLAN FOR ADDITIONAL

FINISH INFORMATION.

4. EXAMINE AND CONFIRM ALL SUBSTRATE CONDITIONS WHERE NEW MATERIALS

ARE APPLIED. SUBSTRATE SHALL BE SMOOTH, FREE OF DEFECTS AND SHALL

CONFORM TO THE REQUIREMENTS OF THE FINISHED MATERIAL

MANUFACTURERS’ RECOMMENDATIONS.

5. ADHERE TO MANUFACTURE'S SPECIFICATION FOR INSTALLATION INSTRUCTIONS

ON ALL SPECIFIED FINISHES.

1/4" = 1'-0"F3 CATWALK LEVEL SIGNAGE/FINISHES PLAN

GROUND FLOOR

0"

C4

A-301

F1

A-305

ROOF

19'-6"

AC B

TOP OF BOND BEAM

24'-0"

D D D D

101C102A 101A

209209

209209

110110

CATWALK LEVEL

12'-4"

216216 216216 216216

GROUND FLOOR

0"

F4

A-301

F5

A-305

ROOF

19'-6"

1 2 3 4

TOP OF BOND BEAM

24'-0"

110 110 110 110 110 110 110 110 110

209209

209209

215 215

215 215

122 122 122

CATWALK LEVEL

12'-4"

F1

A-301

216216 216216 216216 216216 216216 216216

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:1

P

M

A-201

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

EXTERIOR ELEVATIONS

ARCHITECTURAL

-K

S

KEYED NOTES

108 EXTREME IMPACT-RATED EXTERIOR OHD. RE DOOR SCHEDULE

110 EXTREME IMPACT-RATED LOUVER.

122 NEW ROOF VENTILATION HOOD; REF. MECHANICAL

125 GENERATOR EXHAUST STACK, RE: MECHANICAL.

208 MANUF. CAST STONE COPING

209 FACE BRICK-MATCH EXISTING SITE STANDARD.

215 MASONRY CONTROL JOINT WITH BACKER ROD. COLOR TO

MATCH MASONRY, REF. STRUCTURAL

216 CONTINUE MASONRY CONTROL JOINT THRU CAST STONE

DATUM BAND AND CAP STONE.

224 GRADE LINE; REF. CIVIL DWGS

229 MANUF. CAST STONE BAND

230 NEW LIGHT FIXTURE; REF. ELEC. DWGS

237 GENERATOR TAP BOX, RE: ELECT.

1/4" = 1'-0"F4 EAST ELEVATION

1/4" = 1'-0"C4 SOUTH ELEVATION1

F4

A-301

F6

A-304

ROOF

19'-6"

TOP OF BOND BEAM

24'-0"

209209

215 215 215 215 215 215

110 110 110

CATWALK LEVEL

12'-4"

125 125 125

216216 216216 216216 216216 216216 216216

GROUND FLOOR

0"

C4

A-301

F3

A-305

ROOF

19'-6"

A CB

TOP OF BOND BEAM

24'-0"

F1

A-305

D D D D

101B 101D

209209

209209

215 215 215

110 110

CATWALK LEVEL

12'-4"

216216 216216 216216

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:2

P

M

A-202

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

EXTERIOR ELEVATIONS

ARCHITECTURAL

-K

S

KEYED NOTES

108 EXTREME IMPACT-RATED EXTERIOR OHD. RE DOOR SCHEDULE

110 EXTREME IMPACT-RATED LOUVER.

122 NEW ROOF VENTILATION HOOD; REF. MECHANICAL

125 GENERATOR EXHAUST STACK, RE: MECHANICAL.

126 NEW EXHAUST FAN. RE: MECHANICAL.

208 MANUF. CAST STONE COPING

209 FACE BRICK-MATCH EXISTING SITE STANDARD.

215 MASONRY CONTROL JOINT WITH BACKER ROD. COLOR TO

MATCH MASONRY, REF. STRUCTURAL

216 CONTINUE MASONRY CONTROL JOINT THRU CAST STONE

DATUM BAND AND CAP STONE.

224 GRADE LINE; REF. CIVIL DWGS

229 MANUF. CAST STONE BAND

230 NEW LIGHT FIXTURE; REF. ELEC. DWGS

1/4" = 1'-0"C4 NORTH ELEVATION

1/4" = 1'-0"F4 WEST ELEVATION

F4

A-301

4202 SF

GENERATOR ROOM

CMU/P-1

N/A

C-1

A-304 F4

F5

A-305

ROOF

19'-6"

TOP OF BOND BEAM

24'-0"

A-304 F4

SIM.

SECURITY

CABINET

TELEDATA

ENCLOSURE

DAY

TANK

FUEL

FILTRATION

SKID

PUMP

SET

SKID

CATWALK LEVEL

12'-4"

F1

A-301

C4

A-301

4202 SF

GENERATOR ROOM

CMU/P-1

N/A

C-1

143 SF

FIRE RISER ROOM

CMU/P-1

N/A

C-1

A-303 F6

F3

A-305 AC

GENERATOR

A-303 F4

B

FIRE

EQUIPMENT

CLEARANCE

B

GROUND FLOOR

0"

ROOF

19'-6"

C

TOP OF BOND BEAM

24'-0"

CATWALK LEVEL

12'-4"

B

593 SF

SWITCHGEAR ROOM

CMU/P-1

N/A

C-14202 SF

GENERATOR ROOM

CMU/P-1

N/A

C-1 1 C

A-503 F5

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:2

P

M

A-301

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

BUILDING SECTIONS

ARCHITECTURAL

-K

S

1/4" = 1'-0"C4 BUILDING SECTION

KEYED NOTES

1/4" = 1'-0"F4 BUILDING SECTION

102 2 HOUR RATED CMU WALL ASSEMBLY - UL U906.

103 THREE-SIDED SECURITY ENCLOSURE, 8'-6" HT x X'-X" WD. x X'-X" DP. PROVIDE 3'-0" x 7'-0" SWINGING DOOR. SECURE ASSEMBLIES TO WALLS AND FLOOR PER

MANUF. RECOMMENDATION.

104 2 HOUR RATED FLOOR CEILING ASSEMBLY - UL D907

1/4" = 1'-0"F1 SWITCHGEAR ROOM SECTION

CONCRETE GRADE BEAM.

RE STRUCTURAL

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

GROUT CAVITY SOLID MIN . 12"

ABOVE FINISH GRADE.

GENERATOR EXHAUST LOUVER.

RE: MECH

ROOF

19'-6"

A

TOP OF BOND BEAM

24'-0"

CAST STONE PARAPET CAP

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

STEEL FRAMING. RE STRUCTURAL

CAST-STONE BAND

4'

1'

MASONRY TIES @ 24" OC VERT

SOLDIER COURSE BRICK AT HEAD

BOND BEAM AT HEAD. RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

R-13 C.I. IN 4 3/8" CAVITY

2'

2'

CAST STONE SILL. REF. DTL.

F9/A-701

2' - 10"

1' - 2 3/8" 1' - 7 5/8"

A-501 C7

A-502 B1

A-502 D1

A-501 F7

CATWALK LEVEL

12'-4"

GROUND FLOOR

0"

C

TOP OF BOND BEAM

24'-0"

CONCRETE GRADE BEAM. RE

STRUCTURAL

PROTECTION BOARD AND

DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

GROUT CAVITY SOLID MIN .

12" ABOVE FINISH GRADE.

CAST STONE PARAPET CAP

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

CAST-STONE BAND

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

MASONRY TIES @ 16" OC VERT

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

R-13 C.I. IN 4 3/8" CAVITY

4'

3'

1'

5'

1' - 7 5/8" 1' - 2 3/8"

A-501 F7

Sim

A-502 F5

CONCRETE PIER BEYOND

CONC. SLAB RE: STRUCT.

CATWALK LEVEL

12'-4"

2' - 10"

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:2

P

M

A-303

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

WALL SECTIONS

ARCHITECTURAL

-K

S

1/2" = 1'-0"F6 WALL SECTION

1/2" = 1'-0"F4 WALL SECTION

4'

EXTREME IMPACT RATED OVERHEAD

DOOR.

EXTERIOR PAVING. SLOPE AWAY FROM

BUILDING. RE CIVIL

FIBEROUS EXPANSION JOINT FILLER

CONCRETE GRADE BEAM.

RE STRUCTURAL

FLUID APPLIED WATERPROOFING

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

SOLDIER COURSE BRICK AT DOOR HEAD

BOND BEAM AT HEAD. RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

TOP OF BOND BEAM

24'-0"

MASONRY TIES @ 24" OC VERT

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

R-13 C.I. IN 4 3/8" CAVITY

STEEL FRAMING. RE STRUCTURAL

CAST-STONE BAND

CAST STONE PARAPET CAP

0'

1"

4'

A-502 F8

Sim

A-501 C4

A-501 F4

CATWALK LEVEL

12'-4"

0'

6'

2' - 10"

1' - 7 5/8"

GROUND FLOOR

0"

0'

1"

4'

CONCRETE GRADE BEAM.

RE STRUCTURAL

FLUID APPLIED WATERPROOFING

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

GROUT CAVITY SOLID MIN . 12"

ABOVE FINISH GRADE.

MORTAR NET, THRU WALL

FLASHING AND WEEPS.

A

TOP OF BOND BEAM

24'-0"

MASONRY TIES @ 24" OC VERT

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

CAST STONE PARAPET CAP

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

R-13 C.I. IN 4 3/8" CAVITY

STEEL FRAMING. RE STRUCTURAL

CAST-STONE BAND

2' - 10"

1' - 7 5/8"

A-501 C7

Sim

A-501 F7

Sim

CATWALK LEVEL

12'-4"

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

ENGINEER OF RECORD

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

OCULUS INCORPORATED

ARCHITECT OF RECORD

MR PROJECT NO: 0499-0162

CONSULTANTS

Civil / Site Utility Engineering:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

O C

U L U

S P

R O

JE

C

T N

O

A u to d e sk D o cs

/W ic h ita

C e n tr a liz e d

E m e rg e n cy P o w e r/

-1

-K

S

W ic h ita V

A M

C

O C

U L

U S

A C

C C

E N

T R

A L .r vt

/2

/2

:5

:2

P

M

A-304

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-21-132

Project Director

2026-03-26 RAF MMT

BID DOCUMENTS

FULLY SPRINKLERED

WALL SECTIONS

ARCHITECTURAL

-K

S

1/2" = 1'-0"F4 WALL SECTION

1/2" = 1'-0"F6 WALL SECTION

CONCRETEGRADE BEAM.

RE STRUCTURAL

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

1'

4'

0'

1"

7'

MORTAR NET, THRU WALL

FLASHING AND WEEPS.

WALL PACK LIGHTING. PROVIDE

BLOCKING, COORD W/ ELECTRICAL

HMF DOOR AND FRAME AS SCHEDULED.

BOND BEAM AT DOOR HEAD.

RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

EXTERIOR PAVING. SLOPE AWAY FROM

BUILDING. RE CIVIL

FIBEROUS EXPANSION JOINT FILLER

TOP OF BOND BEAM

24'-0"

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

CAST STONE PARAPET CAP

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

STEEL FRAMING. RE STRUCTURAL

2' - 10"

1' - 2 3/8" 1' - 7 5/8"

A-501 F1

A-502 F8

A-502 B3

A-502 D3

A-501 C1

CATWALK LEVEL

12'-4"

MASONRY TIES @ 24" OC VERT

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

SOLDIER COURSE BRICK AT DOOR HEAD

BOND BEAM AT HEAD. RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

R-13 C.I. IN 4 3/8" CAVITY

5'

6'

GROUND FLOOR

0"

CONCRETE GRADE BEAM.

RE STRUCTURAL

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

GROUT CAVITY SOLID MIN . 12"

ABOVE FINISH GRADE.

MORTAR NET, THRU WALL

FLASHING AND WEEPS.

6'

0'

5/ 8"

4'

TOP OF BOND BEAM

24'-0"

CAST STONE SILL. REF. DTL.

F9/A-701

CAST STONE PARAPET CAP

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

STEEL FRAMING. RE STRUCTURAL

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

R-13 C.I. IN 4 3/8" CAVITY

2' - 10"

1' - 7 5/8"1' - 2 3/8"

A-501 F7

Sim

A-502 F8

Sim

A-502 B3

Sim

A-502 D3

Sim

CATWALK LEVEL

12'-4"

MASONRY TIES @ 24" OC VERT

CAST-STONE BAND

BOND BEAM AT HEAD. RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

GROUND FLOOR

0"

C

TOP OF BOND BEAM

24'-0"

CONCRETE GRADE BEAM.

RE STRUCTURAL

PROTECTION BOARD AND DRAINAGE MAT

PERF PERIMETER DRAIN TILE. RE CIVIL

GROUT CAVITY SOLID MIN . 12"

ABOVE FINISH GRADE.

MORTAR NET, THRU WALL

FLASHING AND WEEPS.

CAST STONE SILL. REF. DTL.

F9/A-701

12" EXTREME IMPACT-RATED CMU

EXTERIOR WALL. RE STRUCTURAL

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD WITH

RIGID INSULATION OVER CONC. FILLED

METAL ROOF DECK

STEEL FRAMING. RE STRUCTURAL

4'

0'

1"

6'

1'

EXTREME IMPACT RESISTANT

INTAKE LOUVER :RE: MECH.

1' - 2 3/8" 1' - 7 5/8"

A-502 C8

A-501 F7

Sim

A-502 D1

Sim

CATWALK LEVEL

12'-4"

MASONRY TIES @ 24" OC VERT

FACE BRICK - MATCH SITE STANDARD

COURSEWORK AND COLOR

CAST-STONE BAND

BOND BEAM AT HEAD. RE STRUCTURAL

STEEL LINTEL. RE STRUCTURAL

R-13 C.I. IN 4 3/8" CAVITY

A-502

B1 Sim

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…