2025.05.29_OCAT-WRWA_HANGAR 3B SLAB REPAIR_100 CD_DRAWINGS.pdf

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

STATE:

ARCHITECTURE CERTIFICATE OF AUTHORIZATION

ARCH ENTITY ID #

EXP.

STATE:

ENGINEERING CERTIFICATE OF AUTHORIZATION

ENG. ENTITY ID #

EXP.

OKC WILL ROGERS INTERNATIONAL AIRPORT

OKLAHOMA CITY AIRPORT TRUST

HANGAR 3B FOUNDATION REPAIR

FS

B2

3-

0-

H

AN

GA

R 3B

F

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PA

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OKLAHOMA CITY, OKLAHOMA

CONSTRUCTION DOCUMENTS

MAY 29, 2025

ca00199 06/30/2025

CA 1072

06/30/2026

OKLAHOMA OKLAHOMA

AREA MAP VICINITY MAP

N N

PROJECT NO. OCAT OKC 2523

HANGAR 3B

HANGAR 3B

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

BENJAMIN

JOHN

WALLACE

14334

MARK E.

TIMBROOK

A08626

A

B

C

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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SHEET INDEX

MAY 29, 2025

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FSB2023-120-06

Architectural CoA - ca00199 Exp. 06/30/2025 Engineering CoA - CA 1072 Exp. 06/30/2026

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 CODE COMPLIANCE PLAN - FIRST FLOOR

CIVIL

CS101 CIVIL SITE PLAN

STRUCTURAL

SB100 SLAB RAISING PLAN

ARCHITECTURE

A-001 ABBREVIATIONS AND SYMBOLS

AE101 ARCHITECTURAL FLOOR PLANS

INTERIOR DESIGN

IN001 ROOM FINISH SCHEDULE AND LEGEND

DESCRIPTION DATE

MARK E.

IBC TABLE 1004.5 FUNCTIONS

ASSEMBLY WITHOUT FIXED

SEATS - UNCONCENTRATED

(TABLES AND CHAIRS)

BUSINESS AREAS

HANGAR 3B

HANGAR 3A

102104

100103105106

320RM 106: 78' - 9"

RM 103: 53' - 6"

AREA OF WORK

EXISTING EXIT DOOR, NO

CHANGE TO OCCUPANCY, USE

OR FUNCTION OF DOOR

PROPOSED

NO CHANGES PROPOSED TO EXISTING

EGRESS SYSTEM, INCLUDING BUT NOT

LIMITED TO STAIRS, EXIT DOORS AND

ACCESS EXIT PATHWAYS.

EXISTING PARTITION

EGRESS - EXIT ACCESS

LOAD FACTOR

EXIT COMPONENT LOAD

EXIT COMPONENT CAPACITY

EXIT; TRANSITION BETWEEN EXIT ACCESS AND

EXIT DISCHARGE

OCCUPANT LOAD IN ROOM

1:000

NOT IN SCOPE

a.

PROJECT INFORMATION

LOCATION: OKLAHOMA CITY, OKLAHOMA

A/E CONTRACT NO: FSB-2023-120-06

A/E FIRM: FRANKFURT-SHORT-BRUZA ASSOCIATES, P.C.

A/E FIRM CONTACT: CASEY WEST, PM TEL: (405) 840-2931

BUILDING IS FULLY SPRINKLERED.

PROJECT SCOPE

THE PROJECT CONSISTS OF MINOR RENOVATIONS WITHIN THE

EXISTING AAR HANGAR 3B LOCATED IN OKLAHOMA CITY, OK. THE SCOPE OF WORK

INCLUDES THE FOLLOWING:

LEVEL 1 ALTERATION:

LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE

COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING

NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME

PURPOSE.

USING FOAM INJECTION TO RAISE THE EXISTING SLAB ON GRADE.

REMOVAL AND INSTALLATION OF FLOOR FINISHES AND WALL BASES.

APPLICABLE BUILDING CODES

2018 INTERNATIONAL BUILDING CODE

2017 NATIONAL ELECTRICAL CODE

2009 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

CODE SUMMARY

A

B

C

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL NOTES

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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CODE COMPLIANCE PLAN -

FIRST FLOOR

MAY 29, 2025

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Architectural CoA - ca00199 Exp. 06/30/2025 Engineering CoA - CA 1072 Exp. 06/30/2026

SCALE:

N

1" = 30'-0"

CODE COMPLIANCE PLAN - FIRST FLOOR1

EGRESS PATH - FIRST FLOOR

PATH LABEL LENGTH COMMON PATH EXIT ACCESS

RM 103 53'-6" No Yes RM 106 78'-9" No Yes Grand total: 2

IBC TABLE 506.2 GROUND FLR

OCCUPANCY GROUP (AREA OF WORK ONLY)

AREA # OCC.

A-2 ASSEMBLY 3117 SF 208

B BUSINESS 1307 SF 11

8 4424 SF 219

IBC CH. 10 PARTIAL GROUND FLR

NUMBER NAME

OCC.

GROUP

IBC CH. 10

AREA # OCC.OLF

NET /

GROSS

100 RECEPT. B 150 GROSS 121 SF 1

102 VP OP B 150 GROSS 218 SF 2

103 DIR. MAIN. B 150 GROSS 146 SF 1

104 VP QA B 150 GROSS 254 SF 2

105 CONF. B 150 GROSS 140 SF 1

106 COPY FAX B 150 GROSS 73 SF 1

108 BREAK ROOM A-2 15 NET 3117 SF 208

109 STORAGE B 150 GROSS 356 SF 3

8 4424 SF 219

30' 90'60'0

1" = 30'-0"

DESCRIPTION DATE

MARK E.

1 REMOVE EXISTING TREE BY CUTTING 12" ABOVE GROUND.

TREAT STUMP TO PREVENT RE-GROWTH WITH HERBICIDE

WHICH WILL NOT DAMAGE SURROUNDING VEGETATION OR

FUTURE PLANTINGS.

EXISTING 24" X 24" CMU POST

EXISTING SIDE WALK

EXISTING FENCE LINE

TREE

EXISTING INTERIOR SLAB TO BE RAISED

EXISTING FENCE

12" ⌀ TREE

EXISTING FENCE

EX

IS

TI

NG

6" C

UR

B

EX

IS

TI

NG

6" C

UR

B

3 X 6" TREE

EXISTING SIDE WALK

EX

IS

TI

NG

S

ID

E W

AL

K

EXISTING FENCE

FIRE HYDRANT

18" ⌀ TREE

EXISTING 24" X 24" CMU POST,

TYP

SEE PHOTO #1

SEE PHOTO #2

SEE PHOTO #3

SEE PHOTOS #4 AND #5

SHEET KEYNOTES

A

B

C

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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CIVIL SITE PLAN

MAY 29, 2025

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Architectural CoA - ca00199 Exp. 06/30/2025 Engineering CoA - CA 1072 Exp. 06/30/2026

SCALE:

N

1/4" = 1'-0"

CIVIL SITE PLAN1

SITE PHOTO #1

SITE PHOTO #2

SITE PHOTO #3

SITE PHOTO #4

SITE PHOTO #5

VICINITY MAP

DESCRIPTION DATE

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

BENJAMIN

JOHN

WALLACE

14334

'-1

0"

'-2

2'-2" (+/-) 22'-3" (+/-) 32'-1"

06 105 103 100

104 102

3'-6"

'-3

6'-

8"

'-1

EXISTING SLAB TO REMAIN AND BE RAISED BY FOAM

INJECTION.

A

B

C

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL NOTES

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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SLAB RAISING PLAN

MAY 29, 2025

SB100

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Architectural CoA - ca00199 Exp. 06/30/2025 Engineering CoA - CA 1072 Exp. 06/30/2026

SCALE:

N

1/8" = 1'-0"

SLAB RAISING PLAN1

VICINITY MAP

DESCRIPTION DATE

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

BENJAMIN

JOHN

WALLACE

14334

AE 101

DRAWING TYPES LEGEND

0- GENERAL INFORMATION

1 - PLANS (HORIZONTAL VIEWS)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS)

4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS)

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

DISCIPLINE TYPE (ARCHITECTURE SHOWN)

DRAWING TYPE (PLAN, ELEVATION, ETC.)

SERIES/ FLOOR DESIGNATION

DETAIL CALLOUT

ENLARGED PLAN OR DETAIL ON

SHEET INDICATED

INTERIOR ELEVATION CALLOUT

ARROW INDICATES INTERIOR ELEVATION

ON SHEET INDICATED

STRUCTURAL GRIDS

AS INDICATED ON DRAWINGS

BUILDING SECTION CALLOUT

ARROWS INDICATE BUILDING SECTION ON

SHEET INDICATED

A301

SECTION CALLOUT

ARROW INDICATE WALL SECTION ON SHEET

INDICATED

A302

ROOM NAME & NUMBER SYMBOL

REFER TO ROOM FINISH SCHEDULE

1A

DOOR NUMBER SYMBOL

REFER TO DOOR SCHEDULE

DOOR NUMBER WITH * INDICATES

ACCESS CONTROL HARDWARE

PARTITION TYPE SYMBOL

REFER TO PARTITION TYPES

GLAZING TYPE SYMBOL

REFER TO GLAZING TYPES

A

AL1

REVISION SYMBOL

REFER TO SHEET BORDER FOR REVISION

HISTORY

ELEVATION DATUM SYMBOL

INDICATES DATUM ELEVATION AS INDICATED

DISCIPLINE MODIFIER (ELEMENTS SHOWN)

ARCHITECTURAL SYMBOLS LEGEND

DRAWING TITLE

NORTH ARROW

A301

EXTERIOR ELEVATION

ARROW INDICATE ELEVATION ON SHEET

INDICATED

112A

FLOOR LEVEL

KEYNOTE SYMBOL

INDICATES INFORMATION FOUND

IN KEYNOTES ON PLAN

3 DIGIT ROOM NUMERAL

OFFICE SUITE DESIGNATION

LOCATED NEXT TO THE

VIEW TITLE N

Bottom Text Top Text

A

A-401

SIM

PROJECT

KEYPLAN

A B

D C

TRUE NORTH

PLAN NORTH

KEYPLAN SYMBOL

INDICATES INFORMATION FOUND IN KEYNOTES ON

PLAN

SCALE:

View NameX 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

SCALE

xx

A301

ROOM NAME

M888

INTERIOR SECTION CALLOUT

ARROW INDICATES CASEWORK AND/OR

MILLWORK SECTION ON SHEET INDICATED

1/A301

A101

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADAAG ADA ACCESSIBILITY GUIDELINES

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AJ AESTHETIC JOINT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APC ACOUSTICAL PANEL CEILING

ASI ARCHITECT'S SUPPLEMENTAL INFORMATION

AV AUDIO VISUAL

AWS ABOVE WALKING SURFACE

BLDG BUILDING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

CAB CABINET

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CTB CERAMIC TILE BASE

CTC CENTER TO CENTER

CTR CENTER

CU CUBIC

CWT CERAMIC WALL TILE

D DEPTH

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET/DTL DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (OR) ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FAAP FIRE ALARM ANNUNCIATOR PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FLR FLOOR

FLUOR FLUORESCENT

FPC FIRE PROTECTION CABINET

FR FIRE RESISTIVE

FRGB FIBER REINFORCED GYPSUM BOARD

FT FOOT (OR) FEET

FTG FOOTING

FURG FURRING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GRD GRADE

GYM GYMNASIUM

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC "HEATING, VENTILATING, & AIR CONDITIONING"

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH(ES)

INSUL INSULATE (OR) INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAM LAMINATE

LAV LAVATORY

LBS POUND(S)

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LIB LIBRARY

LIN LINEAR

LOC LOCATION

LTG LIGHTING

LVR LOUVER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP "MECHANICAL, ELECTRICAL, PLUMBING"

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MJ MASONRY EXPANSION JOINT

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OFS OUTSIDE FACE OF STUDS

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE(S)

PCI PRECAST / PRESTRESSED CONCRETE INSTITUTE

PEMB PRE-ENGINEERED METAL BUILDING

PH PHASE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT (INTERIOR)

PVC POLYVINYL CHLORIDE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTY QUANTITY

R RADIUS (OR) RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE

REBAR REINFORCING STEEL BARS

REC RECESSED

REF REFERENCE (OR) REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RFI REQUEST FOR INTERPRETATION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

S SOUTH

SC SOLID CORE

SCHED SCHEDULE(D)

SECT SECTION

SF SQUARE FOOT (FEET)

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASSIFICATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL (OR) STRUCTURE

T TREAD

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TD TOWEL DISPENSER

TEMP TEMPORARY

THK THICKNESS (THICK)

THRES THRESHOLD

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VER VERIFY

VERT VERTICAL

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT (OR) WATER HEATER

WT WEIGHT

XFMR TRANSFORMER

YD YARD

ARCHITECTURAL ABBREVIATIONS

A

B

C

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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ABBREVIATIONS AND SYMBOLS

MAY 29, 2025

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Architectural CoA - ca00199 Exp. 06/30/2025 Engineering CoA - CA 1072 Exp. 06/30/2026

DESCRIPTION DATE

MARK E.

BREAK ROOM

VP QA

VP OP

RECEPT.

DIR. MAIN.

CONF.

COPY FAX

CORRIDOR

CORRIDOR

STORAGE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

DRAWINGS ARE ONLY AN APPROXIMATION OF EXISITING

CONDITIONS. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE

EXISTING STRUCTURE, NOTE ALL CONDITIONS AS TO CHARACTER

AND EXTENT OF WORK INVOLVED, VERIFY ALL DIMENSIONS

PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES BEFORE STARTING ANY WORK.

ANY DISCREPANCIES OR ITEMS NOT SPECIFICALLY OR

GENERALLY LISTED SHALL BE BROUGHT TO ATTENTION OF THE

ARCHITECT FOR RESOLUTION PRIOR TO DEMOLITION OR

REMOVAL.

REPAIR EXISTING CONSTRUCTION AS REQUIRED TO MATCH

ADJACENT CONSTRUCTION IN QUALITY, SIZE, TEXTURE, AND

FINISH, WHERE DAMAGED BY DEMOLITION WORK.

ALL INTERIOR AREAS SHOWN WITH A GRAPHICAL HATCH ARE

NOT INCLUDED IN THE PROJECT SCOPE. THESE AREAS SHALL

REMAIN UNDISTURBED. PROTECT FROM DAMAGE DURING

CONSTRUCTION. PROVIDE SAFE ACCESS AND EGRESS TO THESE

AREAS AS REQUIRED BY OWNER AND FIRE MARSHAL / AHJ.

CONTRACTOR SHALL VERIFY ALL EXISTING DOORS, FRAMES, AND

HARDWARE WITHIN THE AREA OF WORK ARE IN USABLE

CONDITION AND NOT DAMAGED BEYOND REPAIR. IF ANY

EXISTING DOORS, FRAMES, OR HARDWARE ARE FOUND TO BE

UNUSABLE OR DAMAGED BEYOND REPAIR, THE CONTRACTOR

SHALL PROVIDE UNIT COSTS FOR REVIEW PRIOR TO INCLUSION

INTO THE WORK TO INCLUDE REPLACEMENT OF THE EXISTING

ASSEMBLY INCLUDING BUT NOT LIMITED TO THE UNIT FRAME,

DOOR, AND ASSOCIATED HARDWARE AND ONE LINEAL FEET OF

ADJACENT HEAD AND BOTH JAMBS COMPOSITE CONSTRUCTION

THROUGH ASSOCIATED FINISHES. THE REPLACEMENTS SHALL

MATCH THE EXISTING TYPE OF DOOR, FRAME, AND HARDWARE.

WHERE EXISTING FLOORING IS TO BE REMOVED, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FINISH, LEVEL, AND PREP

THE EXISTING FLOOR AS REQUIRED BY NEW FINISHES.

REFER TO STRUCTURAL SHEET(S) FOR ADDITIONAL DEMOLITION

WORK.

PATCH ALL HOLES RESULTING FROM DEMOLITION. PATCHES

SHALL HAVE SMOOTH, FLAT TRANSITIONS AND MATCH EXISTING

ADJACENT FINISHES AREAS.

PATCH AND REPAIR ALL EXISTING PARTITIONS TO REMAIN AS

REQUIRED.

ANY EXISTING HARDWARE THAT NEEDS TO BE REPLACED SHALL

BE REPLACED WITH HARDWARE THAT MATCHES THE FUNCTION

AND FINISHES OF EXISTING HARDWARE UNLESS OTHERWISE

NOTED.

ALL NEW MATERIALS INDICATED TO "MATCH EXISTING" SHALL BE

FORMALLY SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT

FOR REVIEW PRIOR TO PROCUREMENT.

CONTRACTOR SHALL PERFORM A POST-SLAB EVALUATION

ASSESSING THE EXISTING WALLS, DOORS, MILLWORK, AND

ASSOCIATED HARDWARE FOR OPERATION WITHIN AREAS OF

WORK REQUIRING THE EXISTING SLAB TO BE RAISED.

CONTRACTOR TO SUBMIT ASSOCIATED COSTS FOR REVIEW AND

APPROVAL.

BREAK ROOM

VP QA

VP OP

RECEPT.

DIR. MAIN.

CONF.

COPY FAX

CORRIDOR

107 CORRIDOR

2 2 2

2 2

3 3

3 3

STORAGE

AREA TO REMAIN UNDISTURBED - AREA

NOT IN SCOPE

EXISTING DOOR TO REMAIN

EXISTING PARTITION / WALL TO REMAIN

FLOOR PLAN LEGEND

AREA WHERE EXISTING SLABS WILL BE RAISED

USING FOAM INJECTION

SHEET KEYNOTES

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REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL NOTES

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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ARCHITECTURAL FLOOR PLANS

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AE101

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SCALE:

N

1/8" = 1'-0"

FIRST FLOOR PLAN - DEMOLITION1

KEY VALUE DESCRIPTION

1 REMOVE EXISTING FLOOR FINISH AND WALL BASE. PREP

EXISTING CONCRETE SLAB TO BE RAISED USING FOAM

INJECTION, RE: STRUCT.

2 PREP EXISTING CONCRETE SLAB TO RECEIVE NEW

FLOORING AND WALL BASE.

3 POST-SLAB ELEVATION, ASSESS EXISTING DOOR,

FRAME, AND HARDWARE FOR OPERATION. REPAIR

AND/OR REPLACE AS REQUIRED. SUBMIT ASSOCIATED

COST FOR REVIEW AND APPROVAL.

4 REMOVE EXISTING FLOORING FINISH AND WALL BASE.

5 ENSURE LIP OF RAISED SLAB DOES NOT EXCEED 1/4"

VERTICAL OR 1/2" WITH TRANSITIONS AT ENTRY DOOR.

SCALE:

N

1/8" = 1'-0"

FIRST FLOOR PLAN - NEW CONSTRUCTION2

DESCRIPTION DATE

MARK E.

A.

B.

C.

PROVIDE SMOOTH TRANSITION BETWEEN DIFFERENT FLOORING

MATERIALS. REFER TO TRANSITIONS ON MATERIAL LEGEND.

ALL TILED FLOORING INSTALLATIONS SHALL BEGIN WITH A FULL

TILE CENTERED IN ROOM, UNLESS NOTED OTHERWISE. IF

CENTERING FULL TILE RESULTS IN LESS THAN HALF THE WIDTH

OF THE TILE AT THE PERIMETER OF THE ROOM, ADJUST THE

START POINT BY HALF TILE WIDTH IN BOTH DIRECTIONS.

ANY WALL REQUIRING PATCH AND REPAIR WORK, ENTIRE WALL

TO BE PAINTED TO FULL EXTENT AND TO MATCH EXISTING

ADJACENT SURFACE.

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SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

DESIGNED BY: REVIEWED BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL NOTES

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500

Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

6" 1'-6"1'0

1 1/2" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

0 8' 16' 32'

1/16" = 1'-0"

3" 9"6"0

3" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

4' 12'8'0

3/16" = 1'-0"

8' 24'16'0

3/32" = 1'-0"

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ROOM FINISH SCHEDULE AND

LEGEND

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MATERIAL FINISH LEGEND

MARK MATERIAL MANUFACTURER SERIES COLOR SIZE REMARKS

FLOOR

RF1 RESILIENT FLOORING SHAW FLOORS PRIME PLANK WEATHERED BARNBOARD

00400

7" X 48" / 2MM THICKNESS INSTALLATION PATTERN: THIRD OFFSET / RUN

PLANK PARALLEL TO THE LONGEST WALL

BASE

RB1 RESILIENT BASE TARKETT TYPE TS 020 CHARCOAL 4" HEIGHT COVE PROFILE

WALL

PT1 PAINT TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING - FOR TOUCH-UPS, AS NEEDED

MISC

ETR EXISTING TO REMAIN - - - - -

TR1 TRANSITION / TRIM TARKETT TRANSITION PROFILE 020 CHARCOAL - CARPET TO RESILIENT / RESILIENT TO

RESILIENT OF DIFFERENT HEIGHTS

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

FLOOR

FINISH BASE FINISH

WALL FINISH CEILING

FINISH NOTESNORTH SOUTH EAST WEST

FIRST FLOOR

100 RECEPT. RF1 RB1 ETR ETR ETR ETR ETR -

101 CORRIDOR RF1 RB1 ETR ETR ETR ETR ETR -

102 VP OP RF1 RB1 ETR ETR ETR ETR ETR -

103 DIR. MAIN. RF1 RB1 ETR ETR ETR ETR ETR -

104 VP QA RF1 RB1 ETR ETR ETR ETR ETR -

105 CONF. RF1 RB1 ETR ETR ETR ETR ETR -

106 COPY FAX RF1 RB1 ETR ETR ETR ETR ETR -

107 CORRIDOR RF1 RB1 ETR ETR ETR ETR ETR -

108 BREAK ROOM RF1 RB1 ETR ETR ETR ETR ETR -

109 STORAGE RF1 RB1 ETR ETR ETR ETR ETR ONLY SMALL AREA OF ROOM TO RECEIVE

NEW FLOORING. SEE SHEET AE101 FOR

AREA.

DESCRIPTION DATE

MARK E.