OCAT-PWA-2525 - Plans.pdf

PDF 40 MB Posted Mar 28, 2025

Attached to: Gulfstream Demolition - Phase I
Solicitation number: OCAT-PWA-2525
Issued by: Oklahoma County, Beggs City, Oklahoma

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Written by GovTribe AI · Apr 10, 2025

This document is a comprehensive set of architectural and demolition plans for the Wiley Post Airport Gulfstream Facility Demolition - Phase 1 project, prepared by Frankfurt-Short-Bruza Associates for the Oklahoma City Airport Trust. The project involves the complete demolition of the main factory building, a mezzanine level, and the Smith Fire Station located at the Wiley Post Airport in Bethany, Oklahoma. The demolition scope includes removing building structures, steel structures, canopies, mechanical and electrical systems, fire suppression systems, and telecommunications infrastructure while preserving certain site elements like existing slabs on grade and specific site features. The construction documents are dated March 27, 2025, with detailed plans covering site photographs, demolition floor plans, building elevations, and technical specifications.

The project requires a pre-qualified demolition contractor classified as "A" under Ordinance No. 26,614, approved by the City Council on December 8, 2020. The total demolition area encompasses approximately 192,952 square feet for the main building ground floor, 85,705 square feet for the mezzanine level, and additional areas for the Smith Fire Station. The demolition plans emphasize careful site management, including disconnecting and removing all utility lines, disposing of hazardous materials according to federal, state, and local regulations, and maintaining airport operational area (AOA) protocols. Specific technical requirements include cutting and capping utility openings, removing all system components, and ensuring proper site cleanup and restoration.

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File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Mar 28, 2025
Business Relationship Affidavit.pdf	PDF	Mar 28, 2025
OCAT-PWA-2525 - Project Manual.pdf	PDF	Mar 28, 2025

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AREA OF WORK

AREA 1

AREA 2

AREA 1 - GULFSTREAM

AREA 2 - SMITH FIRE

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.

OCAT PWA 2525

WILEY POST AIRPORT

OKLAHOMA CITY AIRPORT TRUST

GULFSTREAM FACILITY DEMOLITION-PHASE 1

LIT

N-

BETHANY, OKLAHOMA

CONSTRUCTION DOCUMENTS

MARCH 27, 2025

CA00199

06/30/2026

CA1072

06/30/2026

OKLAHOMA OKLAHOMA

SCALE: NTS

VICINITY MAP1

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET

STRUCTURAL

1-S-001 GENERAL NOTES

1-SD100 SLAB DEMOLITION PLANS & SECTIONS

ARCHITECTURE

A-001 ABBREVIATIONS AND SYMBOLS

AS100 ARCHITECTURAL SITE PLAN

AS101 SITE PHOTOGRAPHS - MAIN FACTORY BUILDING

AS102 SITE PHOTOGRAPHS - MAIN FACTORY BUILDING

AS103 SITE PHOTOGRAPHS - MAIN FACTORY BUILDING INTERIOR

AD100 GROUND FLOOR OVERALL DEMO FLOOR PLAN

AD101 MEZZANINE OVERALL DEMO FLOOR PLAN

AD102 SMITH FIRE STATION - OVERALL DEMO PLAN

AD401 ENLARGED DEMOLITION PLAN DETAILS

AE201 BUILDING ELEVATIONS

MIN S.

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03/27/2025

MARK E.

TIMBROOK

A08626

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANCH ANCHOR

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATFP ANTI-TERRORISM FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BM BEAM

B/ BOTTOM OF

BOT BOTTOM

BP BASE PLATE

BR BRACING

BRB BUCKLING RESTRAINED BRACE

BRG BEARING

BTWN BETWEEN

BLDG BUILDING

CANT CANTILEVER

CFMF COLD-FORMED METAL FRAMING

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLL COLLATERAL LOAD

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONNX CONNECTION

CONT CONTINUOUS

COORD COORDINATE

CTR CENTER/CENTERED

DBA DEFORMED BAR ANCHOR

DBE DECK BEARING ELEVATION

DBL DOUBLE

DEG DEGREE

db REBAR DIAMETER

DEMO DEMOLISH

DIA DIAMETER

DL DEAD LOAD

DN DOWN

DWG DRAWING

DWLS DOWELS

(E) EXISTING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EMBED EMBEDDED/EMBEDMENT

EQ EQUAL

EQUIV EQUIVALENT

EQUIP EQUIPMENT

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

ºF/C DEGREES FAHRENHEIT/CELSIUS

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FLG FLANGE

FND FOUNDATION

FT FOOT/FEET

FTG FOOTING

FS FAR SIDE

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR(S)

HSS HOLLOW STRUCTURAL SECTION

IBC INTERNATIONAL BUILDING CODE

IN INCH/INCHES

ID INSIDE DIAMETER

INT INTERIOR

JBE JOIST BEARING ELEVATION

JST JOIST

JT JOINT

K KIP (1000 LBS)

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS POUNDS

LL LIVE LOAD

LLBB LONG LEG BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSH LONG SIDE HORIZONTAL

LSLH LONG SLOTTED HOLES

LSV LONG SIDE VERTICAL

LW LIGHT WEIGHT

MATL MATERIAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MFR MANUFACTURER

MEPF MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OVS OVERSIZED HOLE

PAF POWDER ACTUATED FASTENERS

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERIM PERIMETER

PERP PERPENDICULAR

PL PLATE

+/- PLUS/MINUS

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSIONED

QTY QUANTITY

R RADIUS

REF REFER

REINF REINFORCE/REINFORCING/REINFORCEMENT

REQD REQUIRED

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SF SQUARE FEET

SIM SIMILAR

SJ SAWCUT JOINT

SL SNOW LOAD

SLBB SHORT LEG BACK-TO-BACK

SSLH SHORT SLOTTED HOLES

SPEC SPECIFICATION(S)

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STIFF STIFFENER

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WWF WELDED WIRE FABRIC

STRUCTURAL ABBREVIATIONS MATERIAL DESIGN VALUES:

CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,

NORMAL WEIGHT, UNLESS NOTED OTHERWISE)

NON STRUCTURAL SLABS ON GRADE............................................................ 3,000 PSI AIR CONTENT .................................................................................................... 6% +/- 1.5% MAXIMUM WATER TO CEMENT RATIO............................................................. 0.50

NOMINAL MAXIMUM AGGREGATE SIZE FOR #57 COARSE AGGREGATE..... 1"

CONSTRUCTION NOTES:

ALL DIMENSIONS TO EXISTING STRUCTURES MUST BE VERIFIED IN THE FIELD AS

REQUIRED FOR NEW CONSTRUCTION.

THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING, PROPS, AND

GUYS REQUIRED FOR THE TEMPORARY SUPPORT OF THE EXISTING STRUCTURE

AND REMOVE SAME AFTER COMPLETION.

THE CONTRACTOR IS HELD RESPONSIBLE FOR PROTECTION OF PERSONNEL AND

EQUIPMENT DURING THE COURSE OF OPERATIONS ACCORDING TO CURRENT

SAFETY REGULATIONS.

THE CONTRACTOR SHALL REPAIR ALL EXISTING WORK WHICH HAS BEEN

DAMAGED BY HIS CONSTRUCTION OPERATIONS AND REMOVE ALL DEBRIS FROM

THE SITE AFTER COMPLETION OF THE PROJECT.

VAPOR RETARDER NOT LESS THAN 15 MILS THICK

NOTES:

SAW JOINT WITHIN 8 HOURS AFTER CONCRETE IS

PLACED.

SUBSEQUENT SEALANT OR JOINT FILLER PREPARATION

SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 1/8"

NEW NON-STRUCTURAL UNREINFORCED

4" CONCRETE SLAB.

VAPOR RETARDER NOT LESS THAN 15

MILS THICK

NEW NON-STRUCTURAL UNREINFORCED 4"

CONCRETE SLAB.

EXISTING SLAB ON GRADE

EXISTING CONCRETE WALL (PITS, TRENCHES)

#57 GRANULAR FILL

"CJ"

CONT WATER STOP

MISCELLANEOUS NOTES:

REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL FINISH FLOOR

ELEVATION. REFERENCED ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.

GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE PROJECT AND

CONVEY ENGINEERING INTENT. SPECIFIC DETAILS ARE NOT DRAWN FOR

EVERY CONDITION OF CONSTRUCTION OR ASSEMBLY. MANY CONDITIONS

SIMILAR TO THOSE DEPICTED EXIST AND THOSE SIMILAR CONDITIONS ARE

INCLUDED IN THE CONTRACT SCOPE OF WORK. THE CONTRACTOR SHALL

INCLUDE COST OF THE WORK FOR THESE SIMILAR CONDITIONS. FUTURE

CLARIFICATION OF DETAILS SHALL NOT BE THE BASIS OF ADDITIONAL

COMPENSATION FOR THE CONTRACTOR.

REMOVE DEBRIS AND CLEAN UP PITS AND TRENCHES PRIOR TO INFILL.

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 11:39:31 AM

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GENERAL NOTES

MARCH 27, 2025

1-S-001

O K

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Architectural CoA - CA00199 Exp. 06/30/2026 Engineering CoA - CA1072 Exp. 06/30/2026

SCALE: NTS

SAWED CONTROL JOINT (SJ)1

SCALE: NTS

CONSTRUCTION JOINT (CJ)2

DESCRIPTION DATE

MIN S.

KOO

22544

03/27/2025

10'-6" 10'-0" 10'-6"

'-0

31'-0"

10'-6" 10'-0" 10'-6"

'-0

" 1

2 2

4 4

CJCJ

CJ CJ

CJCJ

SJ SJ

CJ CJ

CJCJ

16'-2"

'-5

3'- 0"

'-5

3'-

3'-0" 10'-2" 3'-0"

CJ CJ

SJ SJ

11'-6"

'-6

CJCJ

EXISTING WALL

TO REMAIN

EXISTING SLAB ON

GROUND TO REMAIN #57 DRAINABLE GRANULAR FILL

EXISTING SLAB ON GRADE

NEW 4" UNREINFORCED CONCRETE

SLAB. NOT DESIGNED FOR HEAVY LOAD

VAPOR RETARDER 15 MILS THICK

"CJ""CJ"

CONT WATER STOPCONT WATER STOP

1'-5"

EXISTING WALL TO

REMAIN

EXISTING SLAB ON

GRADE TO REMAIN

#57 DRAINABLE

GRANULAR FILL

EXISTING SLAB ON GRADE

VAPOR RETARDER 15 MILS THICK

NEW NON-STRUCTURAL 4" UNREINFORCED

CONCRETE SLAB. NOT DESIGNED FOR HEAVY

LOADS.

SAWED CUT NOT TO EXCEED 3'-0" MAX

"CJ" "CJ"

CONT WATER STOP

1 EXISTING CONCRETE SLAB. EL 100'-0".

EXISTING CONCRETE SLAB. EL 93'-4".

EXISTING CONCRETE SLAB. EL 85'-9".

EXISTING CONCRETE PEDESTAL. EL 98'-2".

EXISTING CONCRETE SLAB. EL 88'-0".

EXISTING CONCRETE SLAB. EL 96'-0".

EXISTING CONCRETE SLAB. EL 86'-10".

NEW NON-STRUCTURAL 4" UNREINFORCED

CONCRETE SLAB. EL 100'-0".

SHEET KEYNOTES

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 11:39:33 AM

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SLAB DEMOLITION PLANS &

SECTIONS

MARCH 27, 2025

1-SD100

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Architectural CoA - CA00199 Exp. 06/30/2026 Engineering CoA - CA1072 Exp. 06/30/2026

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

SLAB DEMOLITION PLAN - MAIN FACTORY 11

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

SLAB DEMOLITION PLAN - MAIN FACTORY 22 SCALE: 1/4" = 1'-0"

SLAB DEMOLITION PLAN - MAIN FACTORY 33

SCALE: NTS

PITS - TYPICAL SECTION (ALL PITS)4

SCALE: NTS

TRENCHES - MAIN FACTORY - TYPICAL SECTION5

PITS AND TRENCHES LOCATION: REFER ARCH SHEETS AS100 - AD100 - AD401

N N

DESCRIPTION DATE

MIN S.

KOO

22544

03/27/2025

1 1 - 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

A201

INTERIOR ELEVATION CALLOUT

ARROWS INDICATE 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

101A

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

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

PACKAGE

PHASE

112.01A

SUB-ROOM NUMBER

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-401

SIM

PROJECT

KEYPLANN

A B

D C

TRUE NORTH

PLAN NORTH

KEYPLAN SYMBOL

INDICATES INFORMATION FOUND IN KEYNOTES ON

PLAN

SCALE:

View NameX 1/8" = 1'-0"01/ R101

VIEW REFERENCE

0 4' 8' 16'

1/8" = 1'-0"

SCALE

A301

CASEWORK TAG

REFER TO INTERIOR ELEVATIONS

AND CASEWORK SECTIONS

B32

SHEET NUMBER ROOM NUMBER

PHOTO TAG

ARROWS INDICATE VIEW ON

SHEET INDICATED

02 / AS102

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

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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

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Architectural CoA - CA00199 Exp. 06/30/2026 Engineering CoA - CA1072 Exp. 06/30/2026

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

1\2 IBW-PINK MAC CP CAP

1\2 IB W-PINK MAC CP CAP

TCP

TCPTCP

TCP

TCPTCP

TCP

TCP TCP

TCP

A. THE PROJECT EXTENTS FALL WITHIN THE AIRPORT OPERATIONS

AREA. CONTRACTOR IS RESPONSIBLE AIRPORT REQUIRED

COORDINATION INCLUDING BUT NOT LIMITED TO AIRPORT

SPECIFIC INSPECTIONS, AIRPORT SPECIFIC SECURITY AND

CONSTRUCTION DCH REQUIREMENTS.

B. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMP AOA

BARRIERS FOR THE DURATION OF CONSTRUCTION ACTIVITIES.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING ALL

CONSTRUCTION SPOILS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE AHJ (LADBS,LAWA,ETC)

D. CONNEX BOXES AND OTHER NON-PERMANENT STRUCTURES AND

EQUIPMENT IS THE RESPONSIBILITY OF THE OWNER.

CONTRACTOR TO NOTIFY THE OWNER WHERE REMAINING ITEMS

INTERFERE WITH CONSTRUCTION ACTIVITES.

E. THE DEMOLITION PLAN IS INTENDED TO SERVE AS AN AID TO

VISUALIZE THE APPROXIMATE EXTENT OF THE DEMOLITION

WORK. DEMOLITION WORK IN THIS CONTRACT INCLUDES ALL

EXISTING OBJECTS, MATERIALS, OR FEATURES, ETC. THAT MUST

BE REMOVED.

F. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO

EXISTING PAVEMENT TO REMAIN. ANY DAMAGE TO EXISTING

PAVEMENT TO REMAIN SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTR'S EXPENSE.

G. UTILITY LINES ARE APPROXIMATE. THE CONTRACTOR SHALL

FIELD-VERIFY THE LOCATION AND DEPTHS OF ALL UTILITIES

PRIOR TO ADJACENT WORK. CARE SHALL BE EXCERCISED TO

AVOID DAMAGE TO EXISTING UTILITY LINES AND PREVENT LOSS

OF SERVICE TO ADJACENT FACILITIES. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE REPAIRED TO THE OWNER'S SATISFACTION

AT THE CONTRACTOR'S EXPENSE.

H. TEMPORARY AOA CONSTRUCTION FENCE SHALL BE PLACED

ALONG THE PROJECT LIMIT LINE EXCEPT WHERE SHOWN

OTHERWISE ON THIS PLAN. AREAS OUTSIDE THE CONSTRUCTION

FENCE BUT INSIDE THE PROJECT LIMIT LINE SHALL BE

COORDINATED IN CONSTRUCTION PHASING SO AS TO MINIMIZE

DISRUPTION OF TRAFFIC AND PEDESTRIAN ACCESS. WORK

AREAS SHOWN OUTSIDE THE LIMITS IOF CONSTRUCTION FENCE

SHOWN ON THIS PLAN SHALL BE PROTECTED BY CONSTRUCTION

FENCE DURING THOSE TIMES WHEN WORK IS TAKING PLACE IN

THE AFFECTED AREAS.

I. ALL SITE BOLLARDS TO BE CUT MIN 2" BELOW GRADE (OR AS

REQUIRED, PATCH TO MATCH ADJACENT MATERIALS

J. CONTRACTOR SHALL SUBMIT AREA SHUTDOWN REQUESTS,

UTILITY SHUTDOWN REQUESTS AND CONTRACTOR ACCESS

REQUESTS TO OKC SHUTDOWN CONTROL CENTER 30-DAYS

PRIOR TO START OF RELATED WORK.

IMPORTANT NOTE:

CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. CONTRACTOR

MUST VERIFY UTILITIES HAVE BEEN TAKEN OUT OF SERVICE

BEFORE REMOVAL OR RELOCATION.

PROPERTY LINE

PROPERTY LINEPROPERTY LINEPROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

MAIN FACTORY BUILDING

DEMOLISHED BUILDING

SLAB TO REMAIN

COVERED PARKING

DEMOLISHED STRUCTURE

SLAB TO REMAIN

COVERED PARKING

DEMOLISHED STRUCTURE

SLAB TO REMAIN1'-

01 / AS101

02 / AS101

03 / AS10105 / AS101

06 / AS101

07 / AS101

08 / AS101

09 / AS101

/ A

S101

11 / AS101

/ A

S101

13 / AS101

04 / AS101

01 / AS102

02 / AS102

03 / AS102

/ A

S102

05 / AS102

EXISTING STEEL STRUCTURE

DEMOLISHED STRUCTURE

SLAB TO REMAIN

EXISTING GUARD HOUSE STRUCTURE

DEMOLISHED STRUCTURE SLAB TO

REMAIN

TRENCH DRAIN

18" W X 32" D INFILL WITH

DRAINABLE GRANULAR FILL

AD401

AREA NOT IN SCOPE (IN THIS PHASE) -

AREA TO REMAIN UNDISTURBED

ITEM TO BE DEMOLISHED

DEMOLITION LEGEND

DEMOLITION FOR THIS PROJECT

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL SHEET 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 SITE PLAN

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SCALE:

1/64" = 1'-0"

ARCHITECTURAL SITE PLAN1

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 12:43:28 PM

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SITE PHOTOGRAPHS - MAIN

FACTORY BUILDING

MARCH 27, 2025

AS101

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09 MAIN FACTORY BUILDING

WEST ELEVATION

13 MAIN FACTORY BUILDING

SOUTH ELEVATION

10 MAIN FACTORY BUILDING

WEST ELEVATION

11 MAIN FACTORY BUILDING

WEST & SOUTH ELEVATIONS

12 MAIN FACTORY BUILDING

SOUTH ELEVATION

05 MAIN FACTORY BUILDING

SOUTH ELEVATION

01 MAIN FACTORY BUILDING

SOUTH ELEVATION

06 MAIN FACTORY BUILDING

SOUTH ELEVATION

07 MAIN FACTORY BUILDING

SOUTH ELEVATION

08 MAIN FACTORY BUILDING

WEST ELEVATION

02 MAIN FACTORY BUILDING

SOUTH ELEVATION

03 MAIN FACTORY BUILDING

SOUTH ELEVATION

04 MAIN FACTORY BUILDING (ON LEFT)

SOUTH ELEVATION

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 12:43:33 PM

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SITE PHOTOGRAPHS - MAIN

FACTORY BUILDING

MARCH 27, 2025

AS102

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01 MAIN FACTORY BUILDING

WEST ELEVATION

02 MAIN FACTORY BUILDING

WEST ELEVATION

03 MAIN FACTORY BUILDING

WEST ELEVATION

04 MAIN FACTORY BUILDING

SOUTH ELEVATION

05 MAIN FACTORY BUILDING

WEST ELEVATION

06 MAIN FACTORY BUILDING

WEST & SOUTH ELEVATIONS

07 MAIN FACTORY BUILDING

SOUTH ELEVATION

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 12:43:41 PM

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SITE PHOTOGRAPHS - MAIN

FACTORY BUILDING INTERIOR

MARCH 27, 2025

AS103

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01 MAIN FACTORY BUILDING

INTERIOR BAY VIEW SOUTH

05 MAIN FACTORY BUILDING

INTERIOR VIEW

09 MAIN FACTORY BUILDING

MEZZANINE - CAFETERIA

02 MAIN FACTORY BUILDING

INTERIOR BAY VIEW SOUTH

06 MAIN FACTORY BUILDING

INTERIOR VIEW

10 MAIN FACTORY BUILDING

MEZZANINE - COMPUTER ROOM

03 MAIN FACTORY BUILDING

INTERIOR BAY VIEW NORTH

07 MAIN FACTORY BUILDING

INTERIOR VIEW

11 MAIN FACTORY BUILDING

MEZZANINE VIEW

04 MAIN FACTORY BUILDING

INTERIOR BAY VIEW NORTH

08 MAIN FACTORY BUILDING

INTERIOR VIEW

12 MAIN FACTORY BUILDING

MEZZANINE VIEW

13 MAIN FACTORY BUILDING

MEZZANINE VIEW

14 MAIN FACTORY BUILDING

MEZZANINE - COMPUTER ROOM

15 MAIN FACTORY BUILDING

INTERIOR

16 MAIN FACTORY BUILDING

INTERIOR

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING

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 DEMOLITION 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.

CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS

AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA.

DISCONNECT ALL ELECTRICAL, GAS, WATER, OR OTHER LINES

SERVICING ALL EXISTING EQUIPMENT THAT IS PART OF THE

DEMOLITION PER RULES AND REGULATIONS OF AUTHORITIES

HAVING JURISDICTION BEFORE PROCEEDING WITH WORK.

DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED BY ANY

TRADE TO PROPERLY COMPLETE THEIR WORK SHALL BE

ACCOMPLISHED AS A PART OF THEIR WORK AND SHALL BE PART

OF THE PRIME CONTRACT, EXCEPT FOR ITEMS BEING

DEMOLISHED BY THE OWNER.

UNLESS OTHERWISE NOTED ON DRAWINGS, WHERE REMOVAL OF

AN ITEM IS CALLED FOR, IT SHALL BECOME THE PROPERTY OF

THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE SITE.

CUT AND GROUND FLUSH ALL COLUMNS, STEM WALLS, TOILET

HOLES, ELECTRICAL EQUIPMENT, STORM, ETC.

SEE STRUCTURAL DRAWINGS FOR NEW NON-STRUCTURAL 4"

UNREINFORCED CONCRETE SLAB LOCATION.

SEE STRUCTURAL SPECIFICATIONS AND DETAILS FOR INFILL OF

ELEVATOR PITS

AREA NOT IN SCOPE (IN THIS PHASE) -

AREA TO REMAIN UNDISTURBED

ITEM TO BE DEMOLISHED

DEMOLITION LEGEND

DEMOLITION FOR THIS PROJECT

MAIN FACTORY BUILDING

DEMOLISHED BUILDING

SLAB TO REMAIN

1'- 0"

01 / AS103 02 / AS103

03 / AS103

AD401

ELEVATOR

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

DEMOLITION SHEET 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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GROUND FLOOR OVERALL

DEMO FLOOR PLAN

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SCALE: 1/32" = 1'-0"

AREA 1 - GROUND FLOOR -OVERALL DEMO FLOOR PLAN1

MAIN BUILDING - GROUND FLOOR

TOTAL SF = 192,952 +- SF

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

09 / A S103

EXISTING BATHROOMSEXISTING BATHROOMS

EXISTING STAIRS

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

AREA NOT IN SCOPE (IN THIS PHASE) -

AREA TO REMAIN UNDISTURBED

ITEM TO BE DEMOLISHED

DEMOLITION LEGEND

DEMOLITION FOR THIS PROJECT

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 12:43:44 PM

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MEZZANINE OVERALL DEMO

FLOOR PLAN

MARCH 27, 2025

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SCALE: 1/32" = 1'-0"

MEZZANINE - OVERALL DEMO FLOOR PLAN1

DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING

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 DEMOLITION 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.

CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS

AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA.

DISCONNECT ALL ELECTRICAL, GAS, WATER, OR OTHER LINES

SERVICING ALL EXISTING EQUIPMENT THAT IS PART OF THE

DEMOLITION PER RULES AND REGULATIONS OF AUTHORITIES

HAVING JURISDICTION BEFORE PROCEEDING WITH WORK.

DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED BY

ANY TRADE TO PROPERLY COMPLETE THEIR WORK SHALL BE

ACCOMPLISHED AS A PART OF THEIR WORK AND SHALL BE

PART OF THE PRIME CONTRACT, EXCEPT FOR ITEMS BEING

DEMOLISHED BY THE OWNER.

UNLESS OTHERWISE NOTED ON DRAWINGS, WHERE REMOVAL

OF AN ITEM IS CALLED FOR, IT SHALL BECOME THE PROPERTY

OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE

SITE.

CUT AND GROUND FLUSH ALL COLUMNS, STEM WALLS, TOILET

HOLES, ELECTRICAL EQUIPMENT, STORM, ETC.

MAIN BUILDING - MEZZANINE

TOTAL SF = 85,705 +- SF

MEZZANINE

LARGE SECTION =

76,688 +- SF

MEZZANINE

SMALL SECTION = 9,017 +- SF

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

MARK E.

PROPERTY LINE

SMITH FIRE

SHEET METAL BUILDING

PROPERTY LINE

WEST BUILDING

EAST BUILDING

AREA NOT IN SCOPE (IN THIS PHASE) -

AREA TO REMAIN UNDISTURBED

ITEM TO BE DEMOLISHED

DEMOLITION LEGEND

DEMOLITION FOR THIS PROJECT

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 1:17:45 PM

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SMITH FIRE STATION - OVERALL

DEMO PLAN

MARCH 27, 2025

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Architectural CoA - CA00199 Exp. 06/30/2026 Engineering CoA - CA1072 Exp. 06/30/2026

01 SMITH FIRE STATION - EAST ELEVATION 02 SMITH FIRE STATION - SOUTH ELEVATION 03 SMITH FIRE STATION - NORTH ELEVATION

04 SMITH FIRE STATION - WEST ELEVATION

SCALE: 1/32" = 1'-0"

SMITH FIRE - OVERALL DEMO SITE PLAN1

09 SMITH FIRE STATION - INTERIOR

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

05 SMITH FIRE STATION - INTERIOR 06 SMITH FIRE STATION - INTERIOR

07 SMITH FIRE STATION - INTERIOR 08 SMITH FIRE STATION - INTERIOR

DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING

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 DEMOLITION 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.

CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS

AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA.

DISCONNECT ALL ELECTRICAL, GAS, WATER, OR OTHER LINES

SERVICING ALL EXISTING EQUIPMENT THAT IS PART OF THE

DEMOLITION PER RULES AND REGULATIONS OF AUTHORITIES

HAVING JURISDICTION BEFORE PROCEEDING WITH WORK.

DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED BY

ANY TRADE TO PROPERLY COMPLETE THEIR WORK SHALL BE

ACCOMPLISHED AS A PART OF THEIR WORK AND SHALL BE

PART OF THE PRIME CONTRACT, EXCEPT FOR ITEMS BEING

DEMOLISHED BY THE OWNER.

UNLESS OTHERWISE NOTED ON DRAWINGS, WHERE REMOVAL

OF AN ITEM IS CALLED FOR, IT SHALL BECOME THE PROPERTY

OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE

SITE.

CUT AND GROUND FLUSH ALL COLUMNS, STEM WALLS, TOILET

HOLES, ELECTRICAL EQUIPMENT, STORM, ETC.

DESCRIPTION DATE

MARK E.

1\2 IBW-PINK MAC CP CAP

1\2 IB W-PINK MAC CP CAP

TCP

49'-0"

16'-0"

17'-0"

16'-0"

'-6

'-0

'-6

22'-6"

'-6

'-0

'-2

20'-5"

EL 100'-0"

EL 93'-4"

EL 85'-9"

EL 93'-4"

3'- 0"

'-2

3'-

3'-0" 14'-5" 3'-0"

EL 86'-10"

EL 96'-0"

EL 88'-0"

EL 100'-0"

AREA NOT IN SCOPE (IN THIS PHASE) -

AREA TO REMAIN UNDISTURBED

ITEM TO BE DEMOLISHED

DEMOLITION LEGEND

DEMOLITION FOR THIS PROJECT

DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING

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 DEMOLITION 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.

CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS

AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA.

DISCONNECT ALL ELECTRICAL, GAS, WATER, OR OTHER LINES

SERVICING ALL EXISTING EQUIPMENT THAT IS PART OF THE

DEMOLITION PER RULES AND REGULATIONS OF AUTHORITIES

HAVING JURISDICTION BEFORE PROCEEDING WITH WORK.

DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED BY ANY

TRADE TO PROPERLY COMPLETE THEIR WORK SHALL BE

ACCOMPLISHED AS A PART OF THEIR WORK AND SHALL BE PART

OF THE PRIME CONTRACT, EXCEPT FOR ITEMS BEING

DEMOLISHED BY THE OWNER.

UNLESS OTHERWISE NOTED ON DRAWINGS, WHERE REMOVAL OF

AN ITEM IS CALLED FOR, IT SHALL BECOME THE PROPERTY OF

THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE SITE.

CUT AND GROUND FLUSH ALL COLUMNS, STEM WALLS, TOILET

HOLES, ELECTRICAL EQUIPMENT, STORM, ETC.

SEE STRUCTURAL DRAWINGS FOR NEW NON-STRUCTURAL 4"

UNREINFORCED CONCRETE SLAB LOCATION.

SEE STRUCTURAL SPECIFICATIONS AND DETAILS FOR INFILL OF

ELEVATOR PITS

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN 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"

3/18/2025 12:48:27 PM

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ENLARGED DEMOLITION PLAN

DETAILS

MARCH 27, 2025

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SCALE: 1/8" = 1'-0"

MAIN FACTORY BUILDING - ENLARGED DEMOLITION PLAN1

02 VIEW OF EQUIPMENT PIT LOOKING NORTH

03 VIEW OF EQUIPMENT PIT LOOKING NORTH N-E

04 VIEW OF EQUIPMENT PITS LOOKING WEST N-W

06 VIEW OF EQUIPMENT PIT LOOKING N-W05 VIEW OF EQUIPMENT PIT LOOKING WEST

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

DESCRIPTION DATE

01 NOT USED

MARK E.

ALL HAZARDOUS MATERIALS SHALL BE DISPOSED OF IN

ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE, AND

LOCAL REGULATIONS. ALL FIRE PROTECTION PIPING INCLUDING

WATER AND FOAM PIPING SHOULD BE ASSUMED TO CONTAIN

PFAS.

DEMOLISH THE EXISTING FIRE SUPPRESSION SYSTEM AND FIRE

ALARM SYSTEM IN ENTIRETY. DEMOLISH ALL SYSTEM

COMPONENTS INCLUDING BUT NOT LIMTED TO, PIPING,

VALUES,PANELS, DEVICES, AND SUPPORTS. CONTRACTOR TO

VERIFY EXISTING SYSTEM.

CUT AND CAP ALL STORM DRAIN, SANITARY DRAIN, WASTE AND

VENT OPENINGS WITH BUILDING BELOW THE SLAB. COVER IN

CONCRETE.

DEMOLISH THE EXISTING MECHANICAL SYSTEM IN ENTIRETY.

DEMOLISH ALL SYSTEM COMPONENTS INCLUDING, BUT NOT

LIMITED TO, EQUIPMENT, DUCTOWRK, PIPING, VALVES, DEVICES,

AND SUPPORTS.

DEMOLISH THE EXISTING ELECTRICAL SYSTEM INCLUDING, BUT

NOT LIMTED TO, ALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES,

WIRING DEVICES, WITH ASSOCIATED WIRING AND CONDUITS TO

BUILDING SERVICE ENTRY.

DEMOLISH EXISTING TELECOMMUNICATIONS SYSTEM INCLUDING,

BUT NOT LIMITED TO, ALL COMMUNICATIONS DEVICES WITH

ASSOCIATED CABLING AND CONDUITS TO BUILDING SERVICE

ENTRY.

'-0

" V .I.F

'-0

" V .I.F

'-0

" V .I.F

500'-0" V.I.F.

'-0

" V .I.F

402'-0" V.I.F.

'-0

" V .I.F

390'-0" V.I.F.

'-0

" V .I.F

'-0

" V .I.F

1 2 3 4 5

SHEET NUMBER

ISSUE DATE

REVISION HISTORY

PROJECT INFORMATION

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER

SHEET TITLE:

GENERAL SHEET 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"

3/18/2025 12:43:51 PM

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BUILDING ELEVATIONS

MARCH 27, 2025

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SCALE: 1/16" = 1'-0"

NORTH ELEVATION4

SCALE: 1/16" = 1'-0"

SOUTH ELEVATION2

SCALE: 1/16" = 1'-0"

EAST ELEVATION1

SCALE: 1/16" = 1'-0"

WEST ELEVATION3

DEMOLITION KEYNOTES

(NOT ALL KEYNOTES USED ON ALL SHEETS)

AD01 - DEMOLISH EXISTING BUILDING STRUCTURE. CURBS AND

SABS ON GRADE TO REMAIN, PROTECT IN PLACE.

AD02 - DEMOLISH EXISTING STEEL STRUCTURE IN ENTIRETY,

REMOVE ANCHORS AND PATCH FLUSH

AD03 - DEMOLISH EXISTING STEEL CANOPY IN ENTIRETY, REMOVE

EXISTING BASE PLATES AND PATCH FLUSH

0 32' 64' 128'

1/64" = 1'-0"

0 16' 32' 64'

1/32" = 1'-0"

AD01 AD02

AD03AD03

AD01 AD02

AD03

AD03 AD03

DESCRIPTION DATE

MARK E.

GENERAL

G-001 - COVER SHEET

STRUCTURAL

1-S-001 - GENERAL NOTES

1-SD100 - SLAB DEMOLITION PLANS & SECTIONS

ARCHITECTURE

A-001 - ABBREVIATIONS AND SYMBOLS

AS100 - ARCHITECTURAL SITE PLAN

AS101 - SITE PHOTOGRAPHS - MAIN FACTORY BUILDING

AS102 - SITE PHOTOGRAPHS - MAIN FACTORY BUILDING

AS103 - SITE PHOTOGRAPHS - MAIN FACTORY BUILDING INTERIOR

AD100 - GROUND FLOOR OVERALL DEMO FLOOR PLAN

AD101 - MEZZANINE OVERALL DEMO FLOOR PLAN

AD102 - SMITH FIRE STATION - OVERALL DEMO PLAN

AD401 - ENLARGED DEMOLITION PLAN DETAILS

AE201 - BUILDING ELEVATIONS

File details come from the government source that posted it. Updated Apr 10, 2025.