635-21-139 OKC PARKING GARAGE Combined Drawings.pdf

ABBREVIATIONS

PROJ(D)

PLBG

PLYWD

PREFIN

RAD(R)

RESIL

REINF

REQ'D

SECT

SHWR

SPECS

REFRIG

galvanizedGALV

BMRK benchmark concrete mansonry unit ceilingCLG

CLR

CMU

COL

CLO

clear/clearance column closet

CAB

CJ

CC

CB

BW

CL

BOC

BRZ

BRK

BO

BRG

BUR

BTM

BS

built-up roof center to center chalkboard bottom of wall center line control joint/ construction joint cabinet back of curb both sides bottom of bronze brick bearing bottom foundation floor drain fire extinguisher fire extinguisher cabinet

FE

FEC

FDN

FD

east each equipment exposed each way existing electrical exterior insulation finish system elevation/elevator expansion joint existing grade electrical contractor exterior ethylene propylene diene terpolymer

ELEV

EQUIP

EW

EPDM

EXP

EXIST

EXT

E

EA

EC

EG

EIFS

EJ

ELEC

insulation interior inside diameter

INSUL

IN(")

INT

ID

inch grab bar general contractor gypsum glass/glazing hollow metal high pressure decorative laminate horizontal hardware hardwood hose bib hot water heating, ventilating & air conditioning

HDWR

HM

HORZ

HT

HPDL

HVAC

HW

height

GB

GL

GRD

GYP

GC

HDWD

HB

grade

PART

PLAS

OVHD

partition plaster overhead

SRT

SS

SQ

miscellaneous masonry opening not in contract not applicable outside diameter numberNO(#)

NTS

OC

OA

NOM

OFF

OPNG

OD

on center overall nominal not to scale office opening

MISC

N

MO

MULL

MTL

NIC

NA

north mullion metal

SHT

SF

SB

SND

SIM

S

RM

ROW

RO

SAT

SAN

architect/ architectural

AB anchor bolt

APPROX

BLDG

BD

ARCH

BM

BLK

ADJ

AFF

AC

ACCU

ALUM

ANOD

ALT

approximate block/blocking at board beam building air cooled condensing unit above finish floor adjustable alternate anodized acoustical aluminum

A/C air conditioning plus or minus constructionCONST course ceramic tile continuous carpet corridor diameter door down ditto dimension double drinking fountain detail drawing downspout

DIA

DR

DS

DN

DO

DIM

DTL

DWG

CRS

CT

CONT

CORR

CPT

DBL

DF

conference concrete

CONF

CONC

finishFIN fluorescent flow line folding field verify furnace footing fire retardant foot scraper fiberglass reinforced plastic

FV

FT(')

FURR

FURN

FTG

G

GA

foot furring gas gauge

FRP

FLR

FLDG

FL

FRT

FS

FLUOR

floor finish grade finish floor

FG

FF

joistJST low volume change masonryMAS

MANUF

MATL

MAX

MECH

MEMB

MH

MIN

MIRR

manufacturer material mechanical membrane maximum minimum manhole mirror

LDR

LF

LAV

LAM

LVC

LOCN

lineal feet ladder lavatory laminate location

REF

R

RAG

RD

PT

PR

QT

PTD

JT

JAN janitor joint

PL

under cabinet light unless noted otherwise required physical therapy respiratory therapy surgical intensive care unitstudded rubber tile stainless steel square specifications

YD

suspended acoustical tile similar sanitary napkin dispenser section shower sheet square feet splash block resilient south sanitary right of way rough opening room

WD

WNDW

WH

WNSCT

WC

WT

WWF

WP

VCT

VWC

VEST

VERT

W

W/

W/O yard waterproofing, waterproof welded wire fabric water heater water closet window wood wainscot weight vinyl composition tile vinyl wall covering vertical vestibule west with with out

RT

SICU

central sterile long term care intensive care unit occupational therapy magnetic resonance imaging post anesthetic care unit medical intensive care unit labor-delivery-recovery-post partum operating room

FOR MEDICAL

emergency room computed tomography

FACILITIES ONLY

STORplumbing project/(projected) refer/reference roof drain radius return air grille reinforcing refrigerator riser pressure treated painted quarry tile plywood prefinished pair

TLT

TV

TW

TOC

TPH

TO

TYP

UCL

UNO

T&B

T

SUSP

STRUCT

TEL

TB

T&G plate/plastic/ property line STL

STD

storage toilet paper holder top of curb toilet television top of typical top of wall tongue & groove top & bottom structure/structural tread telephone tackboard suspended

ICU

OR

LDRP

MRI

MICU

LTC

PT

PACU

OT

CS

CT

ER

steel standard

MEP mechanical, electrical plumbing face of existingFOE

AHJ authority having jurisdiction

SL solid surface face of finishFOF

DRAWING SYMBOLS

95.00

TOC

98.5

TOC

98.5 E

B

NEW ELEVATION

EXISTING ELEVATION

EXISTING CONTOUR

NEW CONTOUR

TEST BORING (SITE PLANS ONLY)

EXISTING ELEVATION

EXISTING ELEVATION

PROPERTY LINE

/1 A101

/1 A101

MATCHLINE

SHT. REFERENCE

ELEVATION DATUM

(SECTIONS, ELEVATIONS ONLY)

BUILDING SECTION

WALL SECTION

DETAIL DRAWING

A3.1

BUILDING ELEVATION

A6.1 INTERIOR ELEVATION

A100

WINDOW ID TAG

DOOR NUMBER

ROOM

NAME

ROOM NAME & NUMBER

PARTITION SYMBOL

1 REVISION TAG

COLUMN LINE GRID

EQUIPMENT NUMBER

? SITE PLAN NOTES

DEMOLITION PLAN NOTES

VICINITY MAP

NO SCALE

PRECAST CONCRETE

WALL PANEL TAG

XXX

A101

A-4 ALTERNATE TAG

PT-XX PAINT COLOR TAG

# PLAN NOTES

PROJECT LOCATION

X

X.X

X

X.X

N

CUT STONE

STEEL

PLYWOOD

FINISH WOOD

CONT WD FRAMING

WOOD BLOCKING

MATERIAL SYMBOLS

LVC FILL

GRANULAR FILL

CONCRETE MASONRY

FACE BRICK

CONCRETE

EARTH

EXISTING

CONSTRUCTION

ASPHALT

GLASS

RIGID OR TAPERED

INSULATION, EIFS

BATT INSULATION

GYPSUM BOARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

G-001

COVER SHEET

VA OKC - DESIGN REPAIR PARKING GARAGE

OKLAHOMA CITY, OKLAHOMA

ADDENDUM 01

CONTRACT #: 36C25923N0435

VA PROJECT #: 635-21-139

DATE: 04/23/2026

SHEET INDEX

NO. SHEET NAME

GENERAL

G-001 COVER SHEET

CIVIL

V100 EXISTING CONDITIONS PLAN

CD100 CIVIL DEMOLITION PLAN

CS100 CIVIL SITE PLAN

CG100 CIVIL GRADING PLAN

CS500 CIVIL SITE DETAILS

ARCHITECTURAL

A100 SITE PLAN - OVERALL

A101 FLOOR PLAN - GROUND FLOOR - AREA A

A102 FLOOR PLAN - LEVEL 1 - AREA A

A103 FLOOR PLAN - LEVEL 1 - AREA B

A104 FLOOR PLAN - LEVEL 2 - AREA A

A105 FLOOR PLAN - LEVEL 2 - AREA B

A106 FLOOR PLAN - LEVEL 3 - AREA A

A107 FLOOR PLAN - LEVEL 3 - AREA B

A108 RAILING ELEVATIONS

A109 SOUTH STAIR ENLARGED PLANS & SECTIONS

A110 SOUTH STAIR ELEVATIONS

A111 SOUTH STAIR DETAILS

A112 NORTHEAST STAIR ENCLOSEURE ENLARGED PLANS, SECTIONS &

ELEVATIONS

A113 CURTAIN WALL SCHEDULE - STAIR ENCLOSURES

A114 P15 ENCLOSURE ENLARGED PLANS, SECTION & ELEVATIONS

A115 P17 ENCLOSURE ENLARGED PLANS, SECTION & ELEVATIONS

A116 NORTH STAIR, P15 & P17 ENCLOSURES DETAILS

A117 SOUTH STAIR CURTAIN WALL SCHEDULE

C101 SOUTH STAIR CONCEPT DRAWINGS

C102 NORTHEAST STAIR ENCLOSURE CONCEPT DRAWINGS

C103 P15 & P17 ELEVATOR ENCLOSURE CONCEPT DRAWINGS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002 QA NOTES & TABLES

S-100 FOUNDATION REPAIR PLAN

S-101 STRUCTURAL FRAMING PLANS

S-102 STRUCTURAL FRAMING PLANS

S-103 STRUCTURAL FRAMING PLANS

S-104 VESTIBULE STRUCTURAL FRAMING PLANS

S-201 FRAMING ELEVATIONS

S-301 TYPICAL CONCRETE DETAILS

S-302 TYPICAL FOUNDATION DETAILS

S-501 TYPICAL STRUCTURAL DETAILS

S-502 TYPICAL STRUCTURAL DETAILS

S-503 TYPICAL STRUCTURAL DETAILS

S-551 SHORING AND STRUCTURAL REPAIR DETAILS

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EF200 GROUND LEVEL - FLOOR PLAN - FIRE ALARM

EP200 GROUND LEVEL - FLOOR PLAN - POWER & LOW VOLTAGE

EP201 LEVEL 01 - FLOOR PLAN - POWER & LOW VOLTAGE

EP202 LEVEL 02 - FLOOR PLAN - POWER & LOW VOLTAGE

EP203 LEVEL 03 - FLOOR PLAN - POWER & LOW VOLTAGE

E300 ELECTRICAL ENLARGED PLANS

E700 ELECTRICAL SCHEDULES

Revisions: Date:

ENCLOSURE

G

G G G G G G

G

CONSTRUCTION NOTES:

LEGEND

V100

EXISTING CONDITIONS PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA OKC - REPAIR PARKING

GARAGE 1 DEFICIENCIES

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

635-21-139

04/23/2026 RAZ BLGRevisions: Date:

7100 E Belleview Ave, Ste 107 Greenwood Village, CO 80111 Phone: 720.200.5955 www.specializedeng.com

SES Project :20114.008 8822 S. Ridgeline Blevd, Ste310 Highlands Ranch, CO 80129 Phone: 303.730.0434 calibre-engineering.com

N

04/23/2026

G G G G G G

G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA OKC - REPAIR PARKING

GARAGE 1 DEFICIENCIES

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

635-21-139

04/23/2026 RAZ BLGRevisions: Date:

7100 E Belleview Ave, Ste 107 Greenwood Village, CO 80111 Phone: 720.200.5955 www.specializedeng.com

SES Project :20114.008 8822 S. Ridgeline Blevd, Ste310 Highlands Ranch, CO 80129 Phone: 303.730.0434 calibre-engineering.com

CD100

CIVIL DEMOLITION PLAN

CONSTRUCTION NOTES:

LEGEND

G G G G G G

G

CONSTRUCTION NOTES:

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA OKC - REPAIR PARKING

GARAGE 1 DEFICIENCIES

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

635-21-139

04/23/2026 RAZ BLGRevisions: Date:

7100 E Belleview Ave, Ste 107 Greenwood Village, CO 80111 Phone: 720.200.5955 www.specializedeng.com

SES Project :20114.008 8822 S. Ridgeline Blevd, Ste310 Highlands Ranch, CO 80129 Phone: 303.730.0434 calibre-engineering.com

CS100

CIVIL SITE PLAN

G G G G

G G G

CONSTRUCTION NOTES:

LEGEND

STAIRCASE AND PARKWAY LANDSCAPE GRADING PLANSIDEWALK 3 GRADING PLAN

SIDEWALK 2 GRADING PLAN

SIDEWALK 1 GRADING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA OKC - REPAIR PARKING

GARAGE 1 DEFICIENCIES

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

635-21-139

04/23/2026 RAZ BLGRevisions: Date:

7100 E Belleview Ave, Ste 107 Greenwood Village, CO 80111 Phone: 720.200.5955 www.specializedeng.com

SES Project :20114.008 8822 S. Ridgeline Blevd, Ste310 Highlands Ranch, CO 80129 Phone: 303.730.0434 calibre-engineering.com

CG100

CIVIL GRADING PLAN

ENTRANCE GRADING PLAN

OKC SILT SOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA OKC - REPAIR PARKING

GARAGE 1 DEFICIENCIES

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

635-21-139

04/23/2026 RAZ BLGRevisions: Date:

7100 E Belleview Ave, Ste 107 Greenwood Village, CO 80111 Phone: 720.200.5955 www.specializedeng.com

SES Project :20114.008 8822 S. Ridgeline Blevd, Ste310 Highlands Ranch, CO 80129 Phone: 303.730.0434 calibre-engineering.com

CS500

CIVIL SITE DETAILS

GRADING CROSS SECTION

OKC CONCRETE WASHOUT AREA

1 2 2.5 4 5.8 6 7 9 11 12.2 13 16 17 18 19.5 20.7 22

25.3 27

A

A.1

A.2

A.3

A.7

B

B.3

B.4

AREA BAREA A

/1 A103/1 A102

NEW SOUTH

STAIR TOWER

A.4

A.9

CENTRAL PKG. POINT

EGRESS TRAVEL DISTANCE TO EXISTING EXIT

EGRESS TRAVEL DISTANCE TO NEW EXIT

238' - 0"

233' - 0"

23.6

10.8

EXISTING N.E. STAIR

TOWER W/ NEW

ENCLOSURE

NEW ELEVATOR

ENCLOSURE P-17

NEW ELEVATOR

ENCLOSURE P-15

1.A

A.5

1.B

C

29.1

C.A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A100

SITE PLAN - OVERALL

1/16" = 1'-0"

SITE PLAN - OVERALL

8' 16' 32'

1/16" = 1'-0"

0'

N

PER 2024 NFPA 101: TABLE 42.8.2.6.1 - NON-SPRINKLED OPEN PARKING

STRUCTURES ALLOW FOR 300FT OF TRAVEL DISTANCE BETWEEN EXITS.

UP

1 2 2.5 4 5.8 6 7 9

A

A.1

A.2

A.3

B

B.3

B.4

A108

A108

8' - 0"

4' - 3"

11 1/4"

4' - 3"

A.4

A.9

NEW ALUMINUM MESH SUICIDE/FALL

PREVENTION SYSTEM BETWEEN PRECAST

CONCRETE MEMBERS SHOWN DASHED.

G.C. TO FIELD VERIFY LENGTH.

A108

A108

A108

A108

A108

A108

A108

A108

A108

STAIR GUARD RAIL, FLOOR-

MOUNTED (NOT ON STRINGER)

EXISTING CURB

-NOT IN SCOPE

EXISTING GUARD SHACK

-NOT IN SCOPE

EXISTING ELEVATOR CORE

-NOT IN SCOPE

1.A 1.B

PROPERTY LINE

A113

A113 2

A113

C

C.A

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

1/8" = 1'-0"

FLOOR PLAN - GROUND FLOOR - AREA A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A101

FLOOR PLAN - GROUND FLOOR - AREA A

N

4' 8' 16'

1/8" = 1'-0"

0'

1 2 2.5 4 5.8 6 7 9 11 12.2

A

A.1

A.2

A.3

A.7

B

B.3

B.4

F.V.

3" E.J.

3" E.J.

/1 A103

/1 A103

3 EXISTING PARKING STALLS

-TO REMAIN

NEW NO PARKING ZONE

-REF. CIVIL

NEW CROSSWALK STRIPING

-REF CIVIL

NEW RAILING; REF.

DEATAIL 4/A111

NEW RAILING; REF.

DEATAIL 4/A111

NEW RAILING;

REF. DEATAIL

4/A111

NEW CURB RAMP

-REF. CIVIL

A102

A102

A.4

A.9

10.8

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

3 A108

A108

A108

A108

EXISTING ELEVATOR CORE

-NOT IN SCOPE

EXISTING BUILDING

-NOT IN SCOPE

EXISTING STAIR PLAZA,

CONC. RETAINING WALLS

-NOT IN SCOPE

EXISTING PLANTER

-NOT IN SCOPE

EXISTING CONC. SIDEWALK

-TO REMAIN

EXISTING CURB

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING BUILDING

-NOT IN SCOPE

EXISTING VEHICULAR

RAMP AND ISLANDS

-NOT IN SCOPE

APROX. 18' - 0"

A P

R O

X

1.A

A.5

1.B

A111

Sim

3' - 3 3/4"

9' - 10 1/4" 27' - 6"

/4

/4

C

C.A

3" E.J.

3' - 0" 3' - 0" 3' - 0"

135.00°

EXISTING PLANTER

-NOT IN SCOPE

EXISTING STAIR AND

HANDRAILS

-NOT IN SCOPE

3' - 8 1/8" 9' - 0"

EXISTING CURB LINE

EXISTING CURB LINE

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A102

FLOOR PLAN - LEVEL 1 - AREA A

1/8" = 1'-0"

FLOOR PLAN - LEVEL 1 - AREA A

4' 8' 16'

1/8" = 1'-0"

0'

N

1/4" = 1'-0"

PARKING DEMOLITION PLAN - LEVEL 1 - AREA A

DEMO SCHEDULE

# DESCRIPTION

1 REMOVE EXISTING RAILING.

2 REMOVE EXISTING BOLLARDS. SALVAGE FOR OWNER.

3 DEMO PORTION OF EXISTING CONCRETE CURB. PREP CONCRETE FOR NEW STAIR LANDING.

4 DEMO PORTION OF EXISTING CONCRETE CURB AND SIDEWALK. PREP FOR NEW CONCRETE CURB

RAMP. -REF. CIVIL

6 REMOVE EXISTING METAL COLUMNS.

7 REMOVE EXISTING METAL ROOF.

8 REMOVE EXISTING METAL DOWNSPOUT.

9 REMOVE EXISTING CURTAIN WALL PLEXIGLASS.

2' 4' 8'0'

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

EXISTING SIDEWALK DEMOLITION PLAN - LEVEL 1 - AREA B

2' 4' 8'0'

1/4" = 1'-0"

13 16 17 18 19.5 20.7 22

25.3 27

A

A.1

A.2

A.3

B

B.3

B.4

/1 A102

/1 A102

NEW CROSSWALK STRIPING

-REF. CIVIL

EXISTING STRIPING

TO REMAIN

A.4

A.9

23.6 29

EXISTING ELEVATOR CORE

-NOT IN SCOPE

EXISTING COLUMN'S

-NOT IN SCOPE

EXISTING RAMP

-NOT IN SCOPE

EXISTING BUILDING

-NOT IN SCOPE

NEW RAILING; REF.

DEATAIL 4/A111

EXISTING PLANTER

-NOT IN SCOPE

EXISTING CONC.

SIDEWALK

-TO REMAIN

EXISTING CURB

-TO REMAIN

EXISTING BOLLARDS

-NOT IN SCOPE

EXISTING SHACK

-NOT IN SCOPE

EXISTING CONC.

PAVING

-NOT IN SCOPE

EXISTING VEST.

-NOT IN SCOPE

EXISTING BLDG.

-NOT IN SCOPE

NEW CURB RAMP

-REF. CIVIL

A103

A111

Sim

NEW CURB -REF. CIVIL

NEW PAVING INFILL -REF. CIVIL

NEW CURB -REF. CIVIL

C

29.1

C.A

A.3

EXISTING BOLLARDS

-NOT IN SCOPE

DEMO CURB

DEMO PORTION OF EXISTING

CONCRETE SIDEWALK. PREP FOR NEW

CONCRETE CURB RAMP. -REF. CIVIL

DEMO BALLARDS

12' - 0" 12' - 7 1/8" 4' - 0" 4' - 11 1/4" 4' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A103

FLOOR PLAN - LEVEL 1 - AREA B

1/8" = 1'-0"

FLOOR PLAN - LEVEL 1 - AREA B 4' 8' 16'

1/8" = 1'-0"

0'

N

1/4" = 1'-0"

ENLARGED DEMO FLOOR PLAN - CURB

N

2' 4' 8'0'

DN

UP

1 2 2.5 4 5.8 6 7 9 11 12.2

A

A.1

A.2

A.3

B

B.3

B.4

3" E.J.

3 EXISTING PARKING STALLS TO REMAIN

NEW NO PARKING ZONE

-REF. CIVIL

A.4

A.9

10.8

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

3 A108

A108

A108

A108

A108

A108

A108

A108

A108

EXISTING STRIPING -TO REMAINEXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING ELEVATOR CORE

-NOT IN SCOPE

A108

A108

A108

A108

EXISTING BUILDING

-NOT IN SCOPE

EXISTING VEHICULAR

RAMP AND ISLANDS

-NOT IN SCOPE

APROX. 18' - 0"

A P

R O

X

1.A 1.B

C

C.A

3" E.J.

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A104

FLOOR PLAN - LEVEL 2 - AREA A

1/8" = 1'-0"

FLOOR PLAN - LEVEL 2 - AREA AN

4' 8' 16'

1/8" = 1'-0"

0'

1/4" = 1'-0"

PARKING DEMOLITION PLAN - LEVEL 2 - AREA A

DEMO SCHEDULE

# DESCRIPTION

1 REMOVE EXISTING RAILING.

2 REMOVE EXISTING BOLLARDS. SALVAGE FOR OWNER.

3 DEMO PORTION OF EXISTING CONCRETE CURB. PREP CONCRETE FOR NEW STAIR LANDING.

4 DEMO PORTION OF EXISTING CONCRETE CURB AND SIDEWALK. PREP FOR NEW CONCRETE CURB

RAMP. -REF. CIVIL

6 REMOVE EXISTING METAL COLUMNS.

7 REMOVE EXISTING METAL ROOF.

8 REMOVE EXISTING METAL DOWNSPOUT.

9 REMOVE EXISTING CURTAIN WALL PLEXIGLASS.

2' 4' 8'0'

1/4" = 1'-0"

13 16 17 18 19.5 20.7 22 25.3 27

A.1

A.2

A.3

B

B.3

B.4

A.4

A.9

1514 23.6 29

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

A1083

A1083

A108

A108

A108

A108

A108

A108

A108

A108

A108

A108

EXISTING BUILDING

-NOT IN SCOPE

EXISTING COLUMN'S

-NOT IN SCOPE

EXISTING ELEVATOR CORE

-NOT IN SCOPE

EXISTING STRIPING

-TO REMAIN

C

29.1

C.A

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A105

FLOOR PLAN - LEVEL 2 - AREA B

1/8" = 1'-0"

FLOOR PLAN - LEVEL 2 - AREA B

4' 8' 16'

1/8" = 1'-0"

0'

1 2 2.5 4 5.8 6 7 9 11 12.2

A

A.1

A.2

A.3

B

B.3

B.4

EXISTING PARKING STALLS

-TO REMAIN

NEW NO PARKING ZONE

-REF. CIVIL

A.4

A.9

10.8

A108

A108

A108

A108

A108

A108

A1085

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

EXISTING STRIPING

-TO REMAIN

A108

5A108

A108

A108

A108 5

A108

A108

A108

A108

A108

A108

EXISTING ELEVATOR CORE

-NOT IN SCOPE

EXISTING VEHICULAR

RAMP AND ISLANDS

-NOT IN SCOPE

APROX. 18' - 0"

A P

R O

X

1.A 1.B

A114

A109

P15 ENCLOSURE

A106

3 LEVEL BELOW

A108

A108

A108 5

A108 5

C

C.A

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

P15 ENCLOSURE

6 6

8 8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:4

P

M

A106

FLOOR PLAN - LEVEL 3 - AREA A

1/8" = 1'-0"

FLOOR PLAN - LEVEL 3 - AREA A

N

4' 8' 16'

1/8" = 1'-0"

0'

1/4" = 1'-0"

PARKING DEMOLITION PLAN - LEVEL 3 - AREA A

2' 4' 8'0'

1/4" = 1'-0"

DEMO SCHEDULE

# DESCRIPTION

1 REMOVE EXISTING RAILING.

2 REMOVE EXISTING BOLLARDS. SALVAGE FOR OWNER.

3 DEMO PORTION OF EXISTING CONCRETE CURB. PREP CONCRETE FOR NEW STAIR LANDING.

4 DEMO PORTION OF EXISTING CONCRETE CURB AND SIDEWALK. PREP FOR NEW CONCRETE CURB

RAMP. -REF. CIVIL

6 REMOVE EXISTING METAL COLUMNS.

7 REMOVE EXISTING METAL ROOF.

8 REMOVE EXISTING METAL DOWNSPOUT.

9 REMOVE EXISTING CURTAIN WALL PLEXIGLASS.

1/4" = 1'-0"

FLOOR PLAN - LEVEL 3 - AREA B - P15 DEMO PLAN

2' 4' 8'0'

1/4" = 1'-0"

N N

13 16 17 18 19.5 20.7 22 25.3 27

A

A.1

A.2

A.3

B

B.3

B.4

A.9

1514 23.6 29

A108

A108

A108 5

A108

A1085

A108

A108

A108

A108

A108

A1085

A108

A108

A108

A108

EXISTING STRIPING -TO REMAIN

EXISTING ELEVATOR CORE

-NOT IN SCOPE

A115

A112

P17 ENCLOSURE

A107

C

29.1

C.A

NEW SUICIDE/FALL PREVENTION

RAILING

NEW GUARDRAIL

RAILING LEGEND

GENERAL NOTES:

1. NEW SUICIDE/FALL PREVENTION RAILING TO MATCH STYLE

OF FUTURE NORTH PARKING GARAGE.

2. G.C. TO FIELD VERIFY RAILING DIMENSIONS BETWEEN

PRE-CAST COLUMNS. PRIOR TO FABRICATION AND INSTALL.

3. TOP OF GUARDRAILS AT 42" ABOVE PAVING.

6 6 6

EXISTING ELEVATOR

DOOR TO REMAIN

EXISTING E.J. TO

REMAIN

EXISTING PARAPET

TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:5

P

M

A107

FLOOR PLAN - LEVEL 3 - AREA B

1/8" = 1'-0"

FLOOR PLAN - LEVEL 3 - AREA B

4' 8' 16'

1/8" = 1'-0"

0'

N

1/4" = 1'-0"

FLOOR PLAN - LEVEL 3 - AREA B - P17 DEMO PLAN

2' 4' 8'0'

1/4" = 1'-0"

DEMO SCHEDULE

# DESCRIPTION

1 REMOVE EXISTING RAILING.

2 REMOVE EXISTING BOLLARDS. SALVAGE FOR OWNER.

3 DEMO PORTION OF EXISTING CONCRETE CURB. PREP CONCRETE FOR NEW STAIR LANDING.

4 DEMO PORTION OF EXISTING CONCRETE CURB AND SIDEWALK. PREP FOR NEW CONCRETE CURB

RAMP. -REF. CIVIL

6 REMOVE EXISTING METAL COLUMNS.

7 REMOVE EXISTING METAL ROOF.

8 REMOVE EXISTING METAL DOWNSPOUT.

9 REMOVE EXISTING CURTAIN WALL PLEXIGLASS.

/2

" 1

28' - 0"2' - 0"41' - 9"

DEMO EXISTING RAILING. PREP

SURFACES FOR NEW RAILING

DEMO EXISTING RAILING. PREP

SURFACES FOR NEW RAILING

DEMO EXISTING RAILING. PREP

SURFACES FOR NEW RAILING

1.B

G.C. TO F.V.

27' - 4" APX.

G .C

T

O F

.V

A P

X

NEW ALUMINUM MESH SYSTEM BETWEEN

PRECAST CONCRETE MEMBERS.

SUICIDE/FALL PREVENTION SYSTEM.

1' - 0" TYP. 2

T Y

P

T Y

P

4' - 0" TYP.

8" TYP.

/2

" 1

28' - 0"2' - 0"41' - 9"

NEW ALUMINUM MESH SYSTEM

BETWEEN PRECAST CONCRETE

MEMBERS. SUICIDE/FALL

PREVENTION SYSTEM.

NEW ALUMINUM MESH SYSTEM BETWEEN

PRECAST CONCRETE MEMBERS.

SUICIDE/FALL PREVENTION SYSTEM.

NEW ALUMINUM MESH SYSTEM BETWEEN

PRECAST CONCRETE MEMBERS.

SUICIDE/FALL PREVENTION SYSTEM.

T Y

P

T Y

P

4' - 0" TYP.

2" 2"

1.B

PARKING LEVEL 3

1274' - 6"

" NEW ALUMINUM MESH SYSTEM BETWEEN

PRECAST CONCRETE MEMBERS.

SUICIDE/FALL PREVENTION SYSTEM.

GALVANIZED STEEL POST

ATTACHED TO TOP OF LEVEL 3 -

REF. STRUCTURAL

4' - 0" TYP.

T.O. CONCRETE PRE-CAST WALL

1278'

P15-P17 ROOF LEVEL

1284' - 2 1/2"

2" TYP. 2" TYP. 2" TYP. 2" TYP.

2' - 0"27' - 4"2' - 0" 2' - 0"28' - 0"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0 1/2"

NEW GUARDRAIL. MATCH EXISTING

GUARDRAIL AT NORTHEAST STAIRS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:5

P

M

A108

RAILING ELEVATIONS

1/4" = 1'-0"

EAST SIDE RAILING - GROUND FLOOR - DEMO

1/4" = 1'-0"

NEW SUICIDE RAILING - TYPICAL 1ST & 2ND LEVEL

1/4" = 1'-0"

EAST SIDE RAILING - GROUND FLOOR - NEW

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

1/4" = 1'-0"

NEW SUICIDE PREVENTION RAILING - TYPICAL LEVEL 3 2' 4' 8'0'

1/4" = 1'-0"

1/4" = 1'-0"

ELEVATION - EAST GUARDRAIL

UP UP

UP

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A.7B

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

1' - 6"

A109

A.9

R

IS

E R

S

/4

E A

/4

R

IS

E R

S

/4

E A

/4

R

IS

E

R S

/4

E

A

/4

A.5

A109

19' - 6"

3' - 8" 10' - 4" 5' - 6" 1' - 2 1/4"

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A109

/4

/4

CONCRETE FOUNDATION -

REF. STRUCTURAL

1.A1.B

/2

R

IS

E R

S

/8

E A

R

IS

E R

S

/8

E A

/2

/4

/4

R

IS

E R

S

/8

E A

/4

A111

A109

Sim

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

11' - 0"

A.7

B

A109

A109

A.9

T R

E A

D S

E A

A111

" 4' - 3" 11 1/4" 4' - 3"

A111

A110 2

A1104

A110

EXISTING CONC.

COLUMN BASE

CLEAR

3' - 8"

12' - 8 3/4"

A110

1.A

A.5

1.B

/4

/4

AL-01

AL-01

AL-01AL-01

A.7

B

A109

A109

A.9

F.V.

3" E.J.

T R

E A

D S

E A

4' - 3" 11 1/4" 4' - 3" 4 1/2" 0" E.J.

A111

A111

A111

A111

CLEAR

3' - 8"

CLEAR

3' - 8"

2 1/4"

/4

A110 2

A110

DN

EXISTING STEEL

GUARDRAIL TO REMAIN

A110

C L R

1.A

A.5

1.B

AL-01

AL-01

AL-01AL-01

A.7

B

A109

A109

A.9

3" E.J.

A111

A111

A110 2

A110

EXISTING STEEL

GUARDRAIL TO

REMAIN

CLEAR

3' - 8"

T R

E A

D S

E A

/4

4' - 3" 11 1/4" 4' - 3" E.J.

4 1/2"

A110

1.A

A.5

1.B

1' - 4 3/4" 9' - 7 1/2" 1' - 4 1/2"

11' - 0"

C L R

AL-01

AL-01

AL-01AL-01

A.7

B

A109

A109

A.9

A111

5' - 2 1/2" 4' - 3" 4 1/2"

A110 2

A1104

A110

ROOF LINE SHOWN

DASHED ABOVE

DN

T

R E

A D

S

E A

/8

CLEAR

3' - 8" CLEAR

3' - 8"

3" E.J.

EXISTING STEEL

GUARDRAIL TO

REMAIN

/4

A110

1.A

A.5

1.B

SPLASH BOX

1' - 4 3/4" 9' - 7 1/2" 1' - 4 1/2"

11' - 0"

C L R

AL-01

AL-01

AL-01AL-01

A.7

B

A109

A109

A.9

A110 2

A1104

A110

A110

PRE-FINISHED

ALUMINUM PANELS

FASCIA

T.O.F 1285' - 4"

1.A

A.5

1.B

M

IN

/4

S L O

P E

1277' - 10 1/2"

SPLASH BOX BEYOUND

1' - 6 3/4" 9' - 7 1/2" 1' - 4 1/2"

11' - 0"

T.O.R 1285' - 3"

/8

13' - 11 1/4"

PRE-FINISHED GUTTER

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

1.A

A111

A111

A111

/8

/2

/2

/2

STEEL COLUMN - REF.

STRUCT.

CURTAIN WALL WDW. SYSTEM

W/ 1/2" LIGHT TINTED

PLEXIGLASS PANELS

STEEL GIRT - REF.

STRUCT.

STEEL BEAMS - REF.

STRUCT.

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

STEEL COLUMN - REF.

STRUCT.

STEEL GIRT - REF.

STRUCT.

CURTAIN WALL WDW. SYSTEM

W/ 1/2" LIGHT TINTED

PLEXIGLASS PANELS

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

B

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A111

A111

A111

/8

/2

/2

/2

/4

/4

STEEL COLUMN - REF.

STRUCT.

CURTAIN WALL WDW. SYSTEM

W/ 1/2" LIGHT TINTED

PLEXIGLASS PANELS

CURTAIN WALL WDW. SYSTEM

W/ 1/2" LIGHT TINTED

PLEXIGLASS PANELS

MULLION BEYOND

ATTACHED TO CONCRETE

AS REQUIRED

4" CONCRETE SLAB

SLOPE GRADE AWAY

FROM CONCRETE SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:1

:5

P

M

A109

SOUTH STAIR ENLARGED PLANS & SECTIONS

1/4" = 1'-0"

E/W SECTION - SOUTH STAIR TOWER

1/4" = 1'-0"

N/S SECTION - SOUTH STAIR TOWER

1/4" = 1'-0"

ENLARGED PLAN - SOUTH STAIR - GROUND FLOOR

1/4" = 1'-0"

ENLARGED PLAN - SOUTH STAIR - LEVEL 1

1/4" = 1'-0"

ENLARGED PLAN - SOUTH STAIR - LEVEL 2

1/4" = 1'-0"

ENLARGED PLAN - SOUTH STAIR - LEVEL 3

N 1/4" = 1'-0"

ENLARGED PLAN - SOUTH STAIR - ROOF LEVEL

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0" 3/8" = 1'-0"

WALL SECTION - SOUTH STAIR N/S

2'0' 1'

3/8" = 1'

4'

3/8" = 1'-0"

WALL SECTION - SOUTH STAIR E/W

N N N N

2'0' 1'

3/8" = 1'

4'

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A.7 B

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A109 A.9

/4

/4

/4

/4

/4

/2

/4

1' - 2 1/4" 5' - 6" 10' - 4" 3' - 8" 1' - 7 1/2"

/4

A.5

2' - 0"

19' - 6"

PRE-FINISHED ALUMINUM

PANELS ON 3 5/8" METAL

STUDS

PRE-FINISHED ALUMINUM

PANELS FASCIA

AL-01

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS PANELS

CURTAIN WALL WDW. SYSTEM

W/ 1/2" LIGHT TINTED

PLEXIGLASS PANELS

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS PANELS

/4

/2

/4

/4

/2

/4

CW-2

CW-2

CW-2

CW-2

CW-2

CW-2

CW-2

CW-2

AL-01

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A.7B

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A109 A.9

1' - 7 1/2" 3' - 8" 10' - 4" 5' - 6" 1' - 2 1/4"

/4

/4

/4

A.5

EXISTING PARAPET

PRE-FINISHED ALUMINUM

FASCIA

STEEL COLUMN - REF.

STRUCT.

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

BEHIND D.S.

19' - 6"

CONCRETE SPLASH

BOX

D.S.

CW-4

AL-01

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A109 1.A 1.B

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

PRE-FINISHED

ALUMINUM PANELS

FASCIA

AL-01

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

AL-01

PRE-FINISHED GUTTER1' - 4 1/2"9' - 7 1/2"1' - 6 3/4"

1' - 4 1/2"11' - 0"

/4

/4

/4

/2

/2

/4

/4

/2

/4

D.S.

CONCRETE SPLASH

BOX

CW-3

CW-3

CW-3

CW-3

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

/4

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

A109 1.A1.B

11' - 0"

1' - 4 1/2" 9' - 7 1/2" 1' - 6 3/4"

PRE-FINISHED ALUMINUM

PANELS FASCIA

AL-01

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

AL-01

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

/4

/2

/4

/4

/4

/4

/4

/4

/8

PRE-FINISHED

ALUMINUM PANELS ON

3 5/8" METAL STUDS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CW-1

CW-1

CW-1

CW-1

1/4" = 1'-0"

SOUTH ELEVATION - SOUTH STAIR TOWER

1/4" = 1'-0"

NORTH ELEVATION - SOUTH STAIR TOWER

1/4" = 1'-0"

EAST ELEVATION - SOUTH STAIR TOWER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:2

:0

P

M

A110

SOUTH STAIR ELEVATIONS

1/4" = 1'-0"

WEST ELEVATION - SOUTH STAIR TOWER

2' 4' 8'0'

/2

2 1/4"

1 1/2"

WELDED CONNECTION

TO RAILING.

T O

P O

F H

A N

D R

A

IL

F R

O M

E D

G E

O F

T R

E A

D N

O S

IN

G

T O

P O

F G

U A

R D

R A

IL

R E

F S

E C

T

IO

N S

S T

A

IR

R

IS

E R

1 1/2"

UP

/2

1' - 0"

1 1/2" DIA. STEEL

TUBE HANDRAIL -

PAINT

1 1/2" DIA. STEEL

POST - PAINT

FORMED PAN W/

CONCRETE FILL -

REF STRUCTURAL

1 1/2" DIA. STEEL

TUBE LOWER RAIL -

PAINT

1" DIA. STEEL

BALUSTER -

PAINT

2 1/4"

UP

DN

/4

REF. PLAN

STEEL ANCHORS -

REF STRUCTURAL

CURTAIN WALL

SHOWN BEYOND

CONCRETE SLAB -

REF STRUCTURAL

1' - 0" MIN.

FORMED PAN W/

CONCRETE FILL -

REF STRUCTURAL

STEEL STRINGERS -

REF STRUCTURAL

1 1/2" DIA. STEEL

TUBE HANDRAIL -

PAINT

1 1/2" DIA. STEEL

TUBE GUARDRAIL -

PAINT

1 1/2" DIA. STEEL

POST - PAINT

1 1/2" DIA. STEEL

TUBE LOWER RAIL -

PAINT

1" DIA. STEEL

BALUSTER -

PAINT

R E

F S

E C

T

IO

N S

R

IS

E R

11" 1"

STEEL STRINGERS -

REF STRUCTURAL

1 1/2" DIA. STEEL

TUBE HANDRAIL -

PAINT

1 1/2" DIA. STEEL

TUBE GUARDRAIL -

PAINT

1 1/2" DIA. STEEL

POST - PAINT

FORMED PAN W/

CONCRETE FILL -

REF STRUCTURAL

STEEL BEAM

CONNECTION -

REF STRUCTURAL

1 1/2" DIA. STEEL

TUBE LOWER RAIL -

PAINT

1" DIA. STEEL

BALUSTER -

PAINT

1 1/2" DIA. STEEL

TUBE GUARDRAIL -

PAINT

1 1/2" DIA. STEEL

POST - PAINT

1 1/2" DIA. STEEL

TUBE LOWER RAIL -

PAINT

/2

1 1/2" DIA. STEEL

TUBE UPPER RAIL -

PAINT

SURFACE MOUNT RAILING

B

T O

P O

F H

A N

D R

A

IL

1' - 0" MIN.

STEEL STRINGERS -

REF STRUCTURAL

1 1/2" DIA. STEEL TUBE

HANDRAIL - PAINT

1 1/2" DIA. STEEL TUBE

GUARDRAIL - PAINT

1 1/2" DIA. STEEL

POST - PAINT

FORMED PAN W/

CONCRETE FILL -

REF STRUCTURAL

STEEL COLUMN

CONNECTION - REF

STRUCTURAL

1 1/2" DIA. STEEL

TUBE LOWER RAIL -

PAINT

1" DIA. STEEL

BALUSTER - PAINT

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

SEALANT

PRE-FINISHED

ALUMINUM PANELS

2 1/2" x 7 1/4" ALUMINUM

CURTAIN WALL MULLION

3 5/8" METAL STUDS

T O

P O

F G

U A

R D

R A

IL

1"

CURTAIN WALL

MULLION BEYOND

SLOPE

CONCRETE

1.A

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

SEALANT

PRE-FINISHED

ALUMINUM PANELS

2 1/2" x 7 1/4" ALUMINUM

CURTAIN WALL MULLION

3 5/8" METAL STUDS

STEEL GIRT - REF.

STRUCT.

STEEL BEAMS - REF.

STRUCT.

STEEL COLUMN - REF.

STRUCT.

4"5 1/2"7 1/4"

1"

CONCRETE FILLED

1 1/2" METAL DECK

STEEL ANGLE - REF.

STRUCT.

1 1/2" DIA STEEL

GUARD AND

HANDRAIL - PAINT

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

1.A

/2

MULLION BEYOND

ATTACHED TO CONCRETE

AS REQUIRED

A

IR

S P

A C

E

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

2 1/2" x 7 1/4" ALUMINUM

CURTAIN WALL MULLION

FORMED PAN W/ CONCRETE

FILL - REF. STRUCT.

STEEL COLUMN - REF.

STRUCT.

4" CONCRETE SLAB

CONCRETE FOUNDATION -

REF. STRUCT.

4"4"5 1/2"7 1/4"

SLOPE GRADE AWAY

FROM CONCRETE SLAB

1.A

A

IR

S P

A C

E

SINGLE-PLY ROOFING

MEMBRANE

1/2" DENSDECK

STEEL COLUMN - REF. STRUCT.

1 5/8" MTL STUDS.

PRE-FINISHED

ALUMINUM PANEL

TERMINATION BAR &

LAP ROOFING

MEMBRANE

1/2" DENSDECK

STEEL ANGLE

BLOCKING AS

REQ'D.

1 1/2" MTL DECK

STEEL BEAM -

REF. STRUCT.

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

2 1/2" x 7 1/4" ALUMINUM

CURTAIN WALL MULLION

1' - 5"

1.B

SINGLE-PLY ROOFING

MEMBRANE

1/2" DENSDECK

PRE-FINISHED DOWNSPOUT

ALUMINUM PANEL BEYOND

STEEL COLUMN - REF. STRUCT.

1 5/8" MTL STUDS.

PRE-FINISHED

ALUMINUM PANEL

TERMINATION BAR &

LAP ROOFING

MEMBRANE

1/2" DENSDECK

STEEL ANGLE

BLOCKING AS

REQ'D.

1 1/2" MTL DECK

STEEL BEAM -

REF. STRUCT.

2' - 7"

B

1' - 7 1/2"

SINGLE-PLY ROOFING

MEMBRANE

STEEL COLUMN - REF. STRUCT.

PRE-FINISHED ALUMINUM

PANEL WRAPPED

AROUND BLOCKING

1/2" DENSDECK

PRE-FINISHED ALUMINUM

FASCIA BEYOND

BLOCKING AS

REQ'D.

PRE-FINISHED GUTTER

MTL STUDS AS REQ'D.

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

2 1/2" x 7 1/4" ALUMINUM

CURTAIN WALL MULLION

ROUTE DOWNSPOUT TO

PARKING GARAGE

ROOF - REF. 3/A110

7 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

.R

.r v t

/2

/2

:2

:0

P

M

A111

SOUTH STAIR DETAILS

1 1/2" = 1'-0"

HANDRAIL DETAIL

1 1/2" = 1'-0"

HANDRAIL DETAIL @ GROUND FLOOR

1 1/2" = 1'-0"

HANDRAIL DETAIL @ MID LANDING

1 1/2" = 1'-0"

SECTION DETAIL - RAILING AT GROUND FLOOR

1 1/2" = 1'-0"

RAILING AT MID LANDING

1 1/2" = 1'-0"

RAILING IN PARKING GARAGE

1 1/2" = 1'-0"

RAILING @ LANDING

1 1/2" = 1'-0"

HANDRIL DETAIL @ PANEL ABOVE GURT

1 1/2" = 1'-0"

CURTAIN WALL DETAIL @ GROUND FLOOR

1 1/2" = 1'-0"

CURTAIN WALL ROOF EDGE DETAIL

1 1/2" = 1'-0"

ROOF EDGE DETAIL

1 1/2" = 1'-0"

ROOF GUTTER DETAIL

6"0'

1 1/2" = 1'

1' 2'

/4

/2

8" 9' - 4"

/8

PAINTED STEEL

COLUMNS REF. STR.

PAINTED STEEL

COLUMNS REF. STR.

A1125

A112

A112

A112 6

T.O.W 1278' - 0"

A112

A112

CONCRETE

SPLASH BOX

10' - 2"

D.S.

/4

10' - 2"

/4

T.O.S 1274' - 6"3

AL-03 AL-03

AL-03 AL-03

EXISTING

CONCRETE COLUMN

COLUMN TO

C

29.1

C.A

M

IN

/4

S L O

P E

A1125

A112

A112

A112 6

A112

A112 T.O.W 1278' - 0"

T.O.F 1285' - 3 1/2"

C

29.1

C.A

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A112

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CW-5 CW-5

EXISTING PARAPET

/2

PRE-FINISHED

ALUMINUM PANELS

FASCIA

PRE-FINISHED

ALUMINUM PANEL

C C.A

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A112

CURTAIN WALL WDW.

SYSTEM W/ 1/2"

LIGHT TINTED

PLEXIGLASS PANELS

1' - 11"

CW-7

EXISTING PARAPET

PRE-FINISHED

ALUMINUM PANELS

FASCIA

3029.1

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A112

" D.S. BEYOND

CONCRETE SPLASH BOX BEYOND

CW-8

EXISTING PARAPET

PRE-FINISHED ALUMINUM

FASCIA

STEEL COLUMN -

REF. STRUCT.

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

AL-04

30 29.1

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

A112

CW-6

EXISTING PARAPET

VESTIBULE

ENTRANCE

OPENING

PRE-FINISHED

ALUMINUM PANELS

FASCIA

PRE-FINISHED

ALUMINUM PANEL

CC.A

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A112

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

PAINTED STEEL

COLUMNS REF. STR.

EXTENDED METAL ROOF

CANOPY PRE-FIN FASCIA

/2

1' - 11"

D. S.

CONCRETE SPLASH BOX

A116

A116

EXISTING PARAPET

EXISTING RAILING

TO REMAIN

EXISTING PARAPET

12' - 3"

30 29.1

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

A112

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

PAINTED STEEL

COLUMNS REF. STR.

A116

/2

"EXISTING PARAPET

EXISTING PARAPET

VESTIBULE

ENTRANCE

OPENING

MIN. 0' - 0 1/4" / 1' - 0" SLOPE

PRE-FINISHED

ALUMINUM PANEL

C C.A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

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A112

NORTHEAST STAIR ENCLOSEURE ENLARGED

PLANS, SECTIONS & ELEVATIONS

1/4" = 1'-0"

ENLARGED PLAN - NORTH STAIR - LEVEL 3

1/4" = 1'-0"

ENLARGED PLAN - NORTH STAIR - ROOF LEVEL

1/4" = 1'-0"

NORTH ELEVATION - NORTH STAIR

1/4" = 1'-0"

EAST ELEVATION - NORTH STAIR

1/4" = 1'-0"

WEST ELEVATION - NORTH STAIR

1/4" = 1'-0"

SOUTH ELEVATION - NORTH STAIR

1/4" = 1'-0"

E/W SECTION - NORTH STAIR

1/4" = 1'-0"

N/S SECTION - NORTH STAIR

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

N N

ENCLOSURE

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

7 1/4" 3' - 3 1/2" 2 1/2" 3' - 2 1/4" 2 1/2" 3' - 3 1/2" 7 1/4"

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

/4

/4

/4

/4

G1 G1G1

G1 G1G1

G1 G1G1

G1 G1G1

AL-1

AL-1

AL-1

AL-1

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-1

AL-1

AL-1

AL-1

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

11' - 4 3/4"

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

/4

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

/2

/2

/4

/2

/2

/2

/2

G1G1G1

G1G1

G1G1

G1G1

G1G1

G1G1G1

G1G1G1

G1G1G1

AL-1

AL-1

AL-1

AL-1

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-1

AL-1

AL-1

AL-1

7 1/4" 2' - 8" 2 1/2" 2' - 8" 2 1/2" 2' - 0" 2 1/2" 4' - 0" 2 1/2" 3' - 11 1/2" 2 1/2" 4' - 0" 7 1/4"

/2

/2

/2

/2

/4

/4

/2

AL-2

AL-2

AL-2

AL-2

AL-2 AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

21' - 6 1/2"

PARKING GROUND FLOOR

1237' - 0"

PARKING LEVEL 1

1250' - 3 1/2"

PARKING LEVEL 2

1263' - 1"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

PARKING GROUND FLOOR CURB

1237' - 5 1/2"

/2

/4

/2

/2

/4

/2

/2

/4

/2

/2

/2

/2

7 1/4"3' - 3 1/2"2 1/2"3' - 2 1/4"2 1/2"3' - 3 1/2"7 1/4"

G1

AL-2

AL-1

G1 G1

AL-2

AL-2

AL-2

G1 G1 G1

G1 G1 G1

G1 G1 G1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

/4

/4

/2

/2

/4

/4

/2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

AL-2

11' - 4 3/4"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

/4

/4

/4

/4

/4

2 1/2" 3' - 9 1/2" 2 1/2" 3' - 11 1/2" 2 1/2" 4' - 0" 2 1/2" 7' - 9" 7 1/4"

20' - 11 1/4"

/4

/2

/4

/2

/4

12' - 7"

G1

AL-1

AL-2

G1G1

AL-2

AL-2

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

G1

AL-3

AL-4

G1

AL-4

G1 G1 G1

AL-4

G1 G1

AL-3

AL-4

/2

/2

5" 2' - 6" 2" 2' - 6" 2" 2' - 6" 2" 2' - 6" 2" 2' - 6" 2" 2' - 0" 2" 4' - 8 1/4" 5"

21' - 0 1/4"

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

/2

/2

5" 6' - 10 1/4" 2" 2' - 6" 2" 2' - 6" 2" 2' - 6" 2" 2' - 6" 2" 2' - 6" 5"

21' - 0 1/4"

G1

AL-3

AL-4

AL-3

AL-4

G1 G1 G1 G1

AL-4

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

/2

/2

5" 2' - 2 1/2" 2" 2' - 2 1/2" 2" 2' - 2 1/2" 2" 2' - 2 1/2" 5"

10' - 2"

AL-3

AL-4

G1 G1 G1 G1

AL-4

AL-4

AL-3

PARKING LEVEL 3

1274' - 6"

PARKING LEVEL ROOF

1285' - 1"

/2

5" 2' - 2 1/2" 2" 2' - 2 1/2" 2" 2' - 2 1/2" 2" 2' - 2 1/2" 5"

10' - 2"

G1

AL-4

AL-4

G1G1G1

AL-3

AL-3

AL-1

AL-2

AL-3

AL-4

G-1

7 1/4" x 7 1/4" ALUMINUM CORNER

CURTAIN WALL MULLION

2 1/2" x 7 1/4" ALUMINUM CURTAIN

WALL MULLION

5" x 5" ALUMINUM CORNER

CURTAIN WALL MULLION

2 1/2" x 5" ALUMINUM CURTAIN WALL

MULLION

CURTAIN WALL WDW. SYSTEM W/ 1/2"

LIGHT TINTED PLEXIGLASS PANELS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

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P

M

A113

CURTAIN WALL SCHEDULE - STAIR

ENCLOSURES

3/8" = 1'-0"

CW-1

3/8" = 1'-0"

CW-2

3/8" = 1'-0"

CW-3

3/8" = 1'-0"

CW-4

3/8" = 1'-0"

CW-5

3/8" = 1'-0"

CW-6

3/8" = 1'-0"

CW-7

3/8" = 1'-0"

CW-8

2'0' 1'

3/8" = 1'

CP#118

6 7

A.2

A114

A1146

A114 7

21' - 8"

A114

A114

EXISTING EJ

CONCRETE

SPLASH BOX

EXISTING ELEVATOR DOORS

11" 1' - 5 1/2" 8' - 2" 10" 2' - 10" 4' - 2" 1' - 4 1/2"

19' - 9"

P15 ENCLOSURE

1274' - 6" T.O.S.

EXISTING BOLLARDS

TO REMAIN

EXISTING BOLLARDS

TO REMAIN

CW-11

CW-9

CW-10

PARKING LEVEL 3

1274' - 6"

A.2

/2

A114

P15-P17 ROOF LEVEL

1284' - 2 1/2"

/2

5" 8' - 7"

9' - 0"

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CW-11

PRE-FINISHED

ALUMINUM PANELS

FASCIA

PARKING LEVEL 3

1274' - 6"

6 7

P15-P17 ROOF LEVEL

1284' - 2 1/2"

A114

21' - 8"

/2

CONCRETE

SPLASH BOX

D.S.

/2

11" 1' - 5 1/2" 8' - 2" 10" 2' - 10" 4' - 2"

1' - 4 1/2"

1' - 11"

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

4' - 2"

VESTIBULE

ENTRANCE

OPENING

CW-9 CW-9

PRE-FINISHED

ALUMINUM PANEL

PARKING LEVEL 3

1274' - 6"

A.2

/2

A114

P15-P17 ROOF LEVEL

1284' - 2 1/2"

CONCRETE

SPLASH BOX

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

GUTTER SYSTEM

D.S.

/2

9' - 0" 3"

9' - 3"

CW-10

PARKING LEVEL 3

1274' - 6"

P15-P17 ROOF LEVEL

1284' - 2 1/2"

A114

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS 8

/2

18' - 10" 11"

19' - 9"

/2

VESTIBULE

ENTRANCE

OPENING

4' - 2"

5" EXT. METAL STUD

INFILL WALL W/ ALUM.

FINISH, REF. STRUCT.

/2

A116

Sim

MIN. 0' - 0 1/4" / 1' - 0" SLOPE

PARKING LEVEL 3

1274' - 6"

A.2

A114

P15-P17 ROOF LEVEL

1284' - 2 1/2"

/2

" CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

A116

/2

5" 8' - 7"

9' - 0"

D.S.

CONCRETE SPLASH BOX

EXISTING RAILING TO

REMAIN BEYOND

STEEL STRUCTURAL

COLUMN REF STR.

INIDE WALL PANEL

WRAPED

A116

Sim

A.2

A.3 A114

A1146

A114 7

A114

A114

MIN. 0' - 0 1/4" / 1' - 0" SLOPE

11" 19' - 3"

20' - 2"

1283' - 6 1/2"

1283' - 11"

CONCRETE

SPLASH BOX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM 01

NON-SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

7100 E BELLEVIEW AVE,

STE 107

GREENWOOD VILLAGE,

CO 80111

Phone: (720) 200-5955 www.specializedeng.com

SES Project : 20114.008

330 N. Mead St, Suite 100 Wichita, KS 67202 Phone: 316.262.2500 www.hfgarchitecture.com

VA OKC - DESIGN REPAIR PARKING

GARAGE

635-21-139

921 N.E. 13TH STREET OKLAHOMA CITY, OK 73104

04/23/2026 JW JS

A u to d e s k D o c s /2

.0

V A

O k la h o m a C it y P a rk in g

G a ra g e

/6

-1

.A

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.r v t

/2

/2

:2

:0

P

M

A114

P15 ENCLOSURE ENLARGED PLANS, SECTION

& ELEVATIONS

1/4" = 1'-0"

ENLARGED PLAN - P15 - LEVEL 3

1/4" = 1'-0"

SOUTH ELEVATION - P15

1/4" = 1'-0"

EAST ELEVATION - P15

1/4" = 1'-0"

NORTH ELEVATION - P15

1/4" = 1'-0"

E/W SECTION - P15

1/4" = 1'-0"

N/S SECTION - P15

1/4" = 1'-0"

ENLARGED PLAN - ROOF P15

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

16 17 18

A.2

A115

A1157

A115 6

2' - 2" 18' - 0"

20' - 2"

1274' - 6"

A115

A115

SPLASH BOX

2' - 0" 5' - 6" 2' - 0" 7' - 0" 1' - 2"

EXISTING E.J.

EXISTING ELEVATOR

17' - 8"

8" 2' - 10" 4' - 6" 9' - 8"

CW-13

CW-14

CW-12CW-12

PARKING LEVEL 3

1274' - 6"

A.2

/2

2"

P15-P17 ROOF LEVEL

1284' - 2 1/2"

A115

/2

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

5' - 6" 3' - 1"

8' - 7"

CW-13

5' - 8" 3' - 3"

8' - 11"

EXISTING P17

ELEVATOR CORE

EXISTING PARAPET

TO REMAIN

T.O.P 1278' - 0"

/2

DOWN SPOUT AND

GUTTER SYSTEM

PARKING LEVEL 3

1274' - 6"

/2

/2

P15-P17 ROOF LEVEL

1284' - 2 1/2"

A115

1' - 2"7' - 0"2' - 0"5' - 6"1' - 0"1' - 0"

17' - 8"

CURTAIN WALL WDW.

SYSTEM W/ 1/2" LIGHT

TINTED PLEXIGLASS

PANELS

CONCRETE

SPLASH BOX

D.S.

VESTIBULE

ENTRANCE

OPENING

4' - 2"

CW-12 CW-12

5" EXT. METAL STUD INFILL

WALL W/ ALUM. FINISH,

REF…