260528 - 26008.001 - Interior Renovations for Roanoke-Blacksburg Admin Building.pdf

PDF 26 MB Posted May 29, 2026

Attached to: IFB # 26-010 Interior Renovations for Roanoke-Blacksburg Airport Administration Office
Solicitation number: IFB-121331
Issued by: Roanoke County, Roanoke City, Virginia

About this file

Written by GovTribe AI · Jun 1, 2026

This is a design and specification document package for interior renovations to the Roanoke-Blacksburg Airport Administration Building located at 5240 Valleypark Drive in Roanoke, Virginia, prepared by Hughes Associates Architects & Engineers for the Roanoke Regional Airport Commission. The project encompasses selective interior finishes replacement and renovation throughout the existing 18,366 square-foot building (6,704 square feet on ground floor and 11,662 square feet on main floor), with an occupant load of 276 persons. The scope of work includes installation of a new movable glass wall system (Nanawall) on the main floor to create an open collaboration space, replacement of an existing cooktop with a new electric range and exhaust hood in the break room (room 101), installation of supplemental bipolar ionization systems in existing HVAC units, and comprehensive interior finishes upgrades including new flooring, wall paint, window films, stair treads and risers, and hardware throughout both floors. The project maintains the existing level of fire protection and means of egress per 2021 Virginia Uniform Statewide Building Code requirements and is classified as Alterations Level 2 with no change to the existing Use Group B occupancy or Type IIB construction.

The construction documents specify materials and finishes including Shaw Contract carpeting in collaboration and imagined tile styles, Sherwin Williams paint in multiple colors for different spaces, luxury vinyl plank flooring in select areas, decorative window films by Solyx, and rubber base materials. Owner-furnished, contractor-installed items include a 36-inch electric range, three 85-inch display screens for various locations, access control hardware, and a replacement television display. The project requires structural modifications including saw-cutting the existing concrete slab and installing dowels with epoxy adhesive for the movable wall assembly, along with new metal stud partition framing and related mechanical, electrical, and plumbing coordination. Special inspections are mandated for structural work including dowel installation, epoxy adhesive application, and concrete placement with test cylinder requirements. The design was prepared by Alan J. Downie, AIA (License No. 12522), and structural engineering was coordinated by Spectrum Design, PC, with project management from Ronald W. Rodkey, PE.

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Other files

File	Type	Posted
IFB # 26-010 Addendum # 1 - Final.pdf	PDF	Jun 23, 2026
IFB # 26-010 Addendum # 2.pdf	PDF	Jun 23, 2026
Project Manual for IFB NO 26-010 - Roanoke-Blacksburg Airport Administration Office.pdf	PDF	May 29, 2026

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T-1

COVER SHEET,

CODE AND

BUILDING DATA

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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B U

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MAY 28, 2026

Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

CODE & BUILDING DATA

NOTE: MAINTAIN THE EXISTING LEVEL OF FIRE PROTECTION AND MEANS

OF EGRESS LEVEL OF PROTECTION (2021 VEBC - 602.2)

GENERAL BUILDING INFORMATION

BUILDING ADDRESS 5240 VALLEYPARK DRIVE

JURISDICTION ROANOKE COUNTY, VIRGINIA 24019

TAX PARCEL ID 037.07-01-14.04

YEAR BUILT 1991

ZONING DISTRICT INDUSTRIAL LIGHT DISTRICT W/ CONDITIONS - I1C

CODE DATA

APPLICABLE CODE 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE ( 2021

VUSBC SERIES OF CODES)

-2021 VIRGINIA EXISTING BUILDING CODE

-2021 VIRGINIA CONSTRUCTION CODE ( 2021 VCC)

2011 ADDITION: 2006 VIRGINIA UNIFORM STATEWIDE

BUILDING CODE ( 2006 VUSBC SERIES OF CODES)

USE GROUP B, EXISTING WITH NO CHANGE

CONSTRUCTION TYPE TYPE IIB NON COMBUSTIBLE, UNPROTECTED. EXISTING

WITH NO CHANGE.

FIRE SUPPRESSION NO SPRINKLER SYSTEM

SMOKE/FIRE ALARM EXISTING TO BE MAINTAINED

FLOOR AREA MAIN FLOOR: 11,662 SF. GROUND FLOOR: 6,704 SF.

TOTAL:18,366 SF

OCCUPANT LOAD MAIN FLOOR: 117

GROUND FLOOR: 159. TOTAL: 276

NUMBER OF EXITS MAIN FLOOR: 4

GROUND FLOOR 2

EXIT ACCESS TRAVEL DISTANCE ALLOWABLE: 200'

PROVIDED: 139'

FIRE RATINGS - EXISTING TO REMAIN

STRUCTURAL FRAME 0 HOURS, NO CHANGE

CORRIDOR 1 HOUR. EXISTING, NO CHANGE

INTERIOR STAIRWAY 1 HOUR (FIRE BARRIER), NO CHANGE

ELEVATOR 2 HOURS, NO CHANGE

PLUMBING FIXTURES

REQUIRED PROVIDED

WATER CLOSETS: 7 WATER CLOSETS: 8

LAVATORIES:5 LAVATORIES: 8

DRINKING FOUNTAIN: 1 1

SERVICE SINK: 1 1- EXISTING TO REMAIN

3800 ELECTRIC ROAD | SUITE 300 ROANOKE, VIRGINIA 24018

540.342.4002 www.HughesAE.com

HUGHES

ASSOCIATES

ARCHITECTS & ENGINEERS

VICINITY MAP

EXISTING BUILDING LEVEL 2 ALTERATION CONSISTING OF AN INTERIOR RENOVATION AND SELECTIVE FINISHES REPLACEMENT THROUGHOUT THE BUILDING. SCOPE INCLUDES THE INSTALLATION OF A

NEW MOVABLE GLASS WALL SYSTEM ON THE MAIN FLOOR, AND THE REPLACEMENT OF AN

EXISTING COOKTOP WITH A NEW RANGE AND NEW EXHAUST HOOD IN THE BREAK ROOM.

SHEET LIST

SHEET

# SHEET NAME REVISION DATE

T-1 COVER SHEET, CODE & BUILDING DATA

LS-1 GROUND FLOOR LIFE SAFETY PLAN & NOTES

LS-2 MAIN FLOOR LIFE SAFETY PLAN & NOTES

SP-1 SPECIFICATIONS

SP-2 SPECIFICATIONS

SP-3 SPECIFICATIONS

SP-4 SPECIFICATIONS

S1-1 STRUCTURAL PLANS & DETAILS

AD-1 GROUND FLOOR DEMOLITION PLAN AND NOTES

AD-2 MAIN FLOOR DEMOLITION PLAN AND NOTES

A1-1 NEW WORK PLANS AND NOTES

A1-2 SCHEDULES, DETAILS AND NOTES

ID-1 INTERIOR FINISHES- GROUND FLOOR

ID-2 INTERIOR FINISHES- MAIN FLOOR

ID-3 INTERIOR ELEVATIONS

NOT TO SCALE

W M

AIN ST

LEE HWYROANOKE ST.

BUS

PEPPERS FERRY RD. NW

MERRIMAC RD.

PRICES FORK RD.

TO BLACKSBURG

TO ROANOKE

TO PULASKI

LOCATION MAP

NOT TO SCALE

SITE

DRAWING SYMBOLS

ELEVATION

SECTION

CUT

INTERIOR

ELEVATION

SHEET WHERE ELEV. APPEARS

DETAIL NO.

SHEET WHERE ELEV. WAS TAKEN

DEMO. NOTE OR

TOILET ACCESSORY

DOOR TAG

WINDOW TAG

ENLARGED

DETAIL OR

PLAN

STRUCTURAL

SEPCTRUM DESIGN, PC

1O CHURCH AVENUE, SE

ROANOKE, VIRGINIA 24011

540.342.6001

PROJECT MANAGER: RONALD W. RODKEY PE

rrodkey@spectrumpc.com

OWNER

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS, PC

3800 ELECTRIC ROAD | STE 300

ROANOKE, VIRGINIA 24018

540.342.4002

PROJECT MANAGER: ALAN DOWNIE

adownie@HughesAE.com

ARCHITECT

CONSULTANTS

REVISION NO.

PARTITION TYPE

NEW WORK NOTE

NORTH ARROW

Interior Renovation For

ROANOKE-BLACKSBURG AIRPORT ADMINISTRATION BUILDING

5240 Valleypark Dr. Roanoke, Virginia 24019

ALTERATIONS LEVEL 1 (SECTION 602)

FIRE PROTECTION: LEVEL OF EXISTING FIRE PROTECTION IS MAINTAINED.

MEANS OF EGRESS: EXISTING LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS IS MAINTAINED.

FLOOD HAZARD: BUILDING IS NOT LOCATED IN A FLOOD HAZARD AREA.

BUILDING ELEMENTS INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE VCC.

AND MATERIALS: INTERIOR FLOOR FINISH SHALL COMPLY WITH SECTION 804 OF THE VCC.

INTERIOR TRIM MATERIALS SHALL COMPLY WITH SECTION 806 OF THE VCC.

ALL NEW WORK SHALL COMPLY WITH THE MATERIALS AND METHODS IN THE VCC, IECC, IMC,AND IPC.

FUEL GAS RENOVATIONS ARE EXCLUDED.

ENERGY CONSERVATION: ONLY NEW CONSTRUCTION IN THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF

THE IECC.

ALTERATIONS LEVEL 2 (SECTION 603)

BUILDING ELEMENTS & MATERIALS:

ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLY WITH THE

REQUIREMENTS OF THE VCC. NO VERTICAL OPENINGS CONNECTING TWO OR MORE FLOORS.

INTERIOR FINISH: INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE VCC.

FIRE PROTECTION:

CORRIDOR RATINGS: EXISTING CORRIDOR RATINGS TO REMAIN AS REQUIRED BY THE VCC. ONLY ONE TENANT.

STANDPIPES: ONLY ONE TENANT.

FIRE ALARM AND DETECTION: APPROVED FIRE ALARM SYSTEM IS EXISTING THROUGHOUT B USE GROUP.

MEANS OF EGRESS: MEANS OF EGRESS CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED COMPLIANT MEANS OF EGRESS. ONLY ONE TENANT.

STRUCTURAL NEW SHALL COMPLY WITH VCC.

ELECTRICAL NEWLY INSTALLED EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORK AREA

SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70.

MECHANICAL NATURAL AND MECH VENTILATION IN THE WORK AREA IN ACCORDANCE WITH THE VMC

PROJECT SCOPE

PROJECT

SITE

TO HOLLINS

AIRPORT RD.

VALLEYPOINTE PARKWAY

VALLEYPARK DR.

581 PETERS CREEK RD.

NORTH

SOUTH

ROANOKE REGIONAL AIRPORT COMMISSION

5202 AVIATION DR. NW

ROANOKE, VIRGINIA 24012

540.655.8169

PROJECT MANAGER: SARAH GLENN

sglenn@deltaairport.com

AutoCAD SHX Text Drawing File: P:\2026\26008.001 - Roanoke Airport - Administrative Offices Renovations\05.0 Drawings\5.2 AutoCAD\Architecture\26008.001_ROA_Airport_Admin_LS.dwg P:\2026\26008.001 - Roanoke Airport - Administrative Offices Renovations\05.0 Drawings\5.2 AutoCAD\Architecture\26008.001_ROA_Airport_Admin_LS.dwg 5/28/2026 2:41 PM

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AutoCAD SHX Text

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AutoCAD SHX Text

3' -0

LS-1

LIFE SAFETY

PLAN - GROUND

FLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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MAY 28, 2026

Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

LIFE SAFETY PLAN - GROUND FLOOR

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

NO SCALE

OCCUPANT LOAD SIGN

PERSONS

Keep Posted Under Penalty Of Law

THE CODE OFFICIAL

BY ORDER OF:

IS LIMITED TO:

FOR YOUR SAFETY

OCCUPANCY

NOTICE

LEGEND

BOARD ROOM

103 756 SF DESIGN OL: 51

LOUNGE/LUNCH

101 514 SF 35

ACTUAL OL: 49

TRAINING RM.

111 Business

MECH./ELEC. RM.

112 165 SF 1

OFFICE

STORAGE

120 611 SF 3

FILE RM.

OFFICE

CONF. RM.

106 717 SF 48

BUILTS-IN

NET

NETBusiness

Business

589 SF 2

OCCUPANT LOAD

GROUND FLOOR SPACE FUNCTION OF SPACE AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD

101 LOUNGE/LUNCH BUSINESS - SMALL ASSEMBLY (UNCONCENTRATED) 514 15 SF NET 35

103 BOARD ROOM BUSINESS - SMALL ASSEMBLY ( UNCONCENTRATED) 756 15 SF NET DESIGN OL=51, ACTUAL OL=49

106 CONFERENCE ROOM BUSINESS - SMALL ASSEMBLY ( UNCONCENTRATED) 717 15 SF NET 48

112 MECH./ELEC. ROOM BUSINESS - STORAGE 165 300 SF GROSS 1

120 FILE ROOM BUSINESS - STORAGE 611 300 SF GROSS 3

122 FILE ROOM BUSINESS - STORAGE 589 300 SF GROSS 2

OFFICES BUSINESS - ADMINISTRATIVE 3,115 150 SF GROSS 21

GROUND FLOOR AREA= 6,704 SF.

NEW OCCUPANT LOAD = 159 PREVIOUS OCCUPANT LOAD: 6,704/100 = 68 ( 134% INCREASE)

NOTE:

1- ROOM 122 SHALL NOT BE LOCKED AT ANYTIME WHILE THE BUILDING IS IN

USE. ( 1016.2.5 EGRESS THROUGH INTERVENING SPACES)

OCC. SIGN: 49

68" CLR

CAP 340

34" CLR

CAP 170

34" CLR

CAP 170

NEW

SITE KEY PLAN

SCALE: N.T.S

EXISTING STORAGE SHED

MAIN STRUCTURE EGRESS VEST.

STORAGE

TERRACE

GATHERING SPACE - GROUP B - SMALL ASSEMBLY

ROOM NAME

### #,### SF ###

ROOM NO ROOM AREA

ROOM OCCUPANCY

LOAD PER T.1004.5

EXIT SIGN - EXISTING

ACTUAL TRAVEL DISTANCE

EXISTING 1-HR FIRE PARTITION

FIRE EXTINGUISHERFE

EXISTING 1-HR FIRE BARRIER- STAIRWAY

EXISTING 2-HR FIRE BARRIER - ELEVATOR SHAFT

EGRESS DOOR SIZE AND CAPACITY34" CLR

CAP ###

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

32'

OFFICE

VESTIBULE

OFFICE

WAITING

TOILET

RECEPTION

OFFICE

OFFICE 237

VESTIBULE

229 N.I.C.

JAN.

OFFICE

IT.

SERVER RM.

ELEV.

STAIR

227 N.I.C.

WOMEN

CONFERENCE

OFFICE

OFFICE/CONF.

CORRIDOR

228 N.I.C.

MEN

OFFICE

CORR.

CORRIDOR

OPEN OFFICES

ADMIN. OFFICES

OFFICE

CONF.

OFFICE

ACTUAL TRAVEL

DISTANCE: 139'

ACTUAL TRAVEL

DISTANCE: 132'

COVERED PORCH

GONAL L

GTH

'-0

TIO

N D

IST

ANCE

'-0

N D

5' -0

VEST

LS-2

LIFE SAFETY

PLAN- MAIN

FLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

LIFE SAFETY PLAN - MAIN FLOOR

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

NO SCALE

OCCUPANT LOAD SIGN

PERSONS

Keep Posted Under Penalty Of Law

THE CODE OFFICIAL

BY ORDER OF:

IS LIMITED TO:

FOR YOUR SAFETY

OCCUPANCY

NOTICE

LEGEND

GATHERING SPACE - GROUP B - SMALL ASSEMBLY

OPEN COLLABORATION SPACE

210 1,130SF OL 76

- [BG]AREA, BUILDING. The area included within surrounding exterior walls, or exterior walls and fire walls, exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above.

- [BE]FLOOR AREA, GROSS. The floor area within the inside perimeter of the exterior walls of the building under consideration, exclusive of vent shafts and courts, without deduction for corridors, stairways, ramps, closets, the thickness of interior walls, columns or other features. The floor area of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above. The gross floor area shall not include shafts with no openings or interior courts.

- [BE]FLOOR AREA, NET. The actual occupied area not including unoccupied accessory areas such as corridors, stairways, ramps, toilet rooms, mechanical rooms and closets.

OCCUPANT LOAD

MAIN FLOOR SPACE FUNCTION OF SPACE AREA (SF) OCCUPANT

LOAD FACTOR

OCCUPANT LOAD

OFFICES ADMINISTRATIVE - BUSINESS 10,199 150 SF GROSS 71

COVERED PORCH 333

210 OPEN COLLAB

SPACE

BUSINESS - ACCESSORY OCCUPANCY 1,130

( 9.7 % OF FLOOR AREA)

PER VCC 508.2.3)

15 SF NET 76

MAIN FLOOR AREA = 11,662 SF.

NEW OCCUPANT LOAD = 71 + 76 = 147

PREVIOUS OCCUPANT LOAD: 11,662/100 = 117 ( 25.64% INCREASE)

VCC EXCERPTS & DEFINITIONS

OCC. SIGN: 76

ROOM NAME

### #,### SF ###

ROOM NO ROOM AREA

ROOM OCCUPANCY

LOAD PER T.1004.5

EXIT SIGN - EXISTING

ACTUAL TRAVEL DISTANCE

EXISTING 1-HR FIRE PARTITION

FIRE EXTINGUISHERFE

68" CLR

CAP 340

68" CLR

CAP 340

EXISTING 1-HR FIRE BARRIER- STAIRWAY

EXISTING 2-HR FIRE BARRIER - ELEVATOR SHAFT

34" CLR

CAP 170

NEW

EGRESS DOOR SIZE AND CAPACITY34" CLR

CAP ###

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

SP-1

SPECIFICATIONS

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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MAY 28, 2026

Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

AOulmi Text Box Interior Renovations for Roanoke-Blacksburg Administration Building, 5240 Valleypark Dr. Roanoke, VA

SP-2

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

Drawing File: P:\2026\26008.001 - Roanoke Airport - Administrative Offices Renovations\05.0 Drawings\5.2 AutoCAD\Architecture\26008.001_ROA_Airport_Admin_LS.dwg P:\2026\26008.001 - Roanoke Airport - Administrative Offices Renovations\05.0 Drawings\5.2 AutoCAD\Architecture\26008.001_ROA_Airport_Admin_LS.dwg 5/28/2026 2:41 PM

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DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

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ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

SP-4

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

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STRUCTURAL

PLANS &

DETAILS

RWR

MAY 28, 2026

5/28/26

-B

. B

RWR

MAY 28, 2026

AutoCAD SHX Text 1'-9 " 12"±

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5'-0" O.C. MAX

AutoCAD SHX Text APPLICABLE CODES 1. 2021 VIRGINIA CONSTRUCTION CODE (VCC) 2021 VIRGINIA CONSTRUCTION CODE (VCC) 2. 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED 3. ASCE 7-22 - MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS ASCE 7-22 - MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES GENERAL 1. ALL WORK SHALL CONFORM TO THE 2021 VIRGINIA CONSTRUCTION CODE AND ALL WORK SHALL CONFORM TO THE 2021 VIRGINIA CONSTRUCTION CODE AND REFERENCED CODES, STANDARDS AND SPECIFICATIONS. 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE OTHER THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE OTHER DISCIPLINE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE AND VERIFY THE REQUIREMENTS OF OTHER DISCIPLINES AND TRADES AS TO THE LOCATION, SIZE, AND DIMENSIONS OF ALL ANCHORS, SLEEVES, OPENINGS, CHASES, HANGERS, AND ADDITIONAL ITEMS WITH THE STRUCTURAL WORK. ANY REFERENCE TO ARCHITECTURAL OR OTHER DISCIPLINE MATERIALS, SYSTEMS, OR CONCEPTS IS FOR GENERAL REFERENCE AND CLARITY ONLY. 3. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURES, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURES AT ALL TIMES WHERE THE EXISTING STRUCTURES ARE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE THAT ARE TO REMAIN. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS NECESSARY THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. 5. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS. 6. THE STRUCTURAL WORK IS SUBJECT TO STRUCTURAL TESTS AND SPECIAL THE STRUCTURAL WORK IS SUBJECT TO STRUCTURAL TESTS AND SPECIAL INSPECTIONS PER VCC CHAPTER 17. REFER TO FOLLOWING NOTES FOR REQUIREMENTS. OWNER SHALL RETAIN A QUALIFIED TESTING AGENCY AND SPECIAL INSPECTOR. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTIONS AND PROVIDED ACCESS TO THE WORK. DESIGN CRITERIA 1. UNLESS NOTED OTHERWISE, ALL DESIGN LOADS ARE BASED ON THE FOLLOWING UNLESS NOTED OTHERWISE, ALL DESIGN LOADS ARE BASED ON THE FOLLOWING DATA. IN ACCORDANCE WITH THE VCC. 2. RISK CATEGORY II RISK CATEGORY II 3. FLOOR LIVE LOADS FLOOR LIVE LOADS OFFICES 50 PSF 50 PSF PARTITIONS 15 PSF 15 PSF PSF 65 PSF INTERIOR LATERAL 5 PSF 5 PSF 4. ROOF LIVE LOAD, Lr = 20 PSF REDUCIBLE ROOF LIVE LOAD, Lr = 20 PSF REDUCIBLE 5. SNOW LOADS SNOW LOADS GROUND SNOW LOAD, P = 42 PSF g = 42 PSF EXPOSURE FACTOR, C = 1.0 e = 1.0 THERMAL FACTOR, C = 1.2 t = 1.2 FLAT ROOF SNOW LOAD, P = 0.7C C P = 35 PSF f = 0.7C C P = 35 PSF eC P = 35 PSF tP = 35 PSF g = 35 PSF SLOPED ROOF FACTOR, C = 1.0 s = 1.0 WINTER WIND PARAMETER, W = 0.35 2 = 0.35 ASD FLAT ROOF SNOW LOAD, 0.7P = 25 PSF f = 25 PSF WINDWARD DRIFT LOADS ARE APPLIED ADJACENT TO EXISTING PARAPET. 6. WIND LOADS - NOT APPLICABLE WIND LOADS - NOT APPLICABLE 7. EARTHQUAKE LOADS - NOT APPLICABLE. INTERIOR LATERAL PRESSURE CONTROLS. EARTHQUAKE LOADS - NOT APPLICABLE. INTERIOR LATERAL PRESSURE CONTROLS. CAST-IN-PLACE CONCRETE 1. ALL CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE ALL CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: A. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" B. ACI 318-19 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318-19 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 2. MATERIALS MATERIALS A. REINFORCING STEEL: ASTM A615, GRADE 60 REINFORCING STEEL: ASTM A615, GRADE 60 B. EPOXY ADHESIVE: TESTED IN ACCORDANCE WITH ICC-ES AC308 AND ACI EPOXY ADHESIVE: TESTED IN ACCORDANCE WITH ICC-ES AC308 AND ACI 355.4. BASIS OF DESIGN: SIMPSON SET-3G. C. BONDING AGENT: ASTM C881, TYPE V, GRADE 2. BASIS OF DESIGN: SIKA BONDING AGENT: ASTM C881, TYPE V, GRADE 2. BASIS OF DESIGN: SIKA SIKADUR-32 HI-MOD. 3. CONCRETE SHALL HAVE THE MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) CONCRETE SHALL HAVE THE MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) INDICATED. ALL MIXES SHALL BE NORMAL WEIGHT. CLASS EXPOSURE CAT. f'c (PSI) ENTRAINED AIR MAX. AGGREGATE SIZE EXPOSURE CAT. f'c (PSI) ENTRAINED AIR MAX. AGGREGATE SIZE f'c (PSI) ENTRAINED AIR MAX. AGGREGATE SIZE ENTRAINED AIR MAX. AGGREGATE SIZE MAX. AGGREGATE SIZE A FO 4000 < 3% " FO 4000 < 3% " 4000 < 3% " < 3% " < 3% " 3% " " 12" 4. PRE-PROPORTIONED PACKAGED CONCRETE IS ACCEPTABLE. PRE-PROPORTIONED PACKAGED CONCRETE IS ACCEPTABLE. 5. SUBMITTALS: SUBMITTALS: A. CONCRETE MIX DESIGNS AND PRODUCT DATA CONCRETE MIX DESIGNS AND PRODUCT DATA B. EPOXY ADHESIVE EPOXY ADHESIVE C. EPOXY BONDING AGENT EPOXY BONDING AGENT 6. PRE-PROPORTIONED PACKAGED CONCRETE IS ACCEPTABLE. PRE-PROPORTIONED PACKAGED CONCRETE IS ACCEPTABLE. 7. LAP SPLICES FOR #3 BARS SHALL BE 20" MIN. LAP SPLICES FOR #3 BARS SHALL BE 20" MIN. 8. INSTALL REINFORCING DOWELS IN DRILLED HOLES IN ACCORDANCE WITH INSTALL REINFORCING DOWELS IN DRILLED HOLES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 9. SECURE REINFORCING WITH TIE-WIRE TO DOWELS. SECURE REINFORCING WITH TIE-WIRE TO DOWELS. 10. FORM BOTTOM OF CONCRETE INFILL AND RECESS FOR BOTTOM TRACK OF FORM BOTTOM OF CONCRETE INFILL AND RECESS FOR BOTTOM TRACK OF OPERABLE GLAZED WALL. 11. APPLY EPOXY BONDING AGENT IMMEDIATELY PRIOR TO CONCRETE PLACEMENT IN APPLY EPOXY BONDING AGENT IMMEDIATELY PRIOR TO CONCRETE PLACEMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. EPOXY BONDING AGENT SHALL BE WET WHEN PLACING CONCRETE. 12. PLACE CONCRETE AND VIBRATED CONCRETE IN A MANNER TO ENSURE CONCRETE PLACE CONCRETE AND VIBRATED CONCRETE IN A MANNER TO ENSURE CONCRETE HAS NO VOIDS. 13. FINISH CONCRETE FLUSH WITH ADJACENT FLOOR. SMOOTH TROWEL FINISH. FINISH CONCRETE FLUSH WITH ADJACENT FLOOR. SMOOTH TROWEL FINISH. 14. CURE CONCRETE WITH PLASTIC SHEETING FOR THREE (3) DAYS. CURE CONCRETE WITH PLASTIC SHEETING FOR THREE (3) DAYS. 15. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS: A. DOWEL INSTALLATION AND EPOXY ADHESIVE. PERIODIC. DOWEL INSTALLATION AND EPOXY ADHESIVE. PERIODIC. B. CONCRETE PLACEMENT INCLUDING REINFORCING STEEL AND BONDING AGENT CONCRETE PLACEMENT INCLUDING REINFORCING STEEL AND BONDING AGENT APPLICATION. CAST FIVE (5) 4" x 8" TEST CYLINDERS. TEST TWO (2) AT 7 DAYS. TEST THREE (3) AT 28 DAYS. STRUCTURAL STEEL 1. ALL THE DESIGN, DETAILING, FABRICATION, AND ERECTION OF ALL STRUCTURAL ALL THE DESIGN, DETAILING, FABRICATION, AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: A. AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" B. AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" C. AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." 2. MATERIALS: MATERIALS: A. ANGLES: ASTM A36, Fy = 36 KSI ANGLES: ASTM A36, Fy = 36 KSI B. PLATES AND BARS: ASTM A36, Fy = 36 KSI PLATES AND BARS: ASTM A36, Fy = 36 KSI 3. SUBMITTALS: SUBMITTALS: A. ERECTION AND SHOP DRAWINGS WITH ALL FIELD MEASUREMENTS VERIFIED BY ERECTION AND SHOP DRAWINGS WITH ALL FIELD MEASUREMENTS VERIFIED BY CONTRACTOR. 4. DO NOT ALTER FABRICATED STEEL MEMBERS AND ASSEMBLIES IN THE FIELD DO NOT ALTER FABRICATED STEEL MEMBERS AND ASSEMBLIES IN THE FIELD WITHOUT APPROVAL OF THE ENGINEER. 5. ALL WELDING SHALL BE IN STRICT ACCORDANCE WITH AWS D1.1. ELECTRODES ALL WELDING SHALL BE IN STRICT ACCORDANCE WITH AWS D1.1. ELECTRODES SHALL BE E70XX. PROVIDE " CONTINUOUS FILLET WELDS UNLESS OTHERWISE 316" CONTINUOUS FILLET WELDS UNLESS OTHERWISE NOTED. CONFORM TO ALL AWS D1.1 QUALIFIED WELD REQUIREMENTS AND WHICH ARE APPLICABLE TO THE SPECIFIC CONDITIONS SHOWN. 6. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS: A. STRUCTURAL FRAMING. PERIODIC. STRUCTURAL FRAMING. PERIODIC. B. FIELD WELDS. PERIODIC. FIELD WELDS. PERIODIC. C. SHOP INSPECTIONS ARE NOT REQUIRED.SHOP INSPECTIONS ARE NOT REQUIRED.

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

(E) W18x86

AutoCAD SHX Text 1'-9 " 12"±

AutoCAD SHX Text 3 " 12"±

AutoCAD SHX Text

EXIST WF BEAM

AutoCAD SHX Text

EXIST CONC FLOOR SLAB ON NON-COMPOSITE STEEL DECK

AutoCAD SHX Text

(E) W14x38

AutoCAD SHX Text

EXIST 14K STEEL JOIST @ 2'-0"± O.C.

AutoCAD SHX Text

EXIST 12K STEEL JOIST

AutoCAD SHX Text

EXIST 1 " STEEL ROOF DECK12" STEEL ROOF DECK

AutoCAD SHX Text

EXIST BENT STEEL PL

AutoCAD SHX Text

EXIST ROOF EXPANSION JOINT

AutoCAD SHX Text

EXIST CFS PARAPET

AutoCAD SHX Text

B.O. EXIST STEEL ROOF DECK

AutoCAD SHX Text (+14'-0"±)

AutoCAD SHX Text

T.O. EXIST FLOOR SLAB

AutoCAD SHX Text (0'-0")

AutoCAD SHX Text

T.O. NANAWALL HEAD TRACK ALLOW FOR SHIMS

AutoCAD SHX Text (+8'-0"±)

AutoCAD SHX Text L1 x1 x EA SIDE. ALIGN 12x1 x EA SIDE. ALIGN 12x EA SIDE. ALIGN 316 EA SIDE. ALIGN W/ PL AT EXIST BEAMS. 38 AT EXIST BEAMS.

AutoCAD SHX Text L2x2x BRACE. SEE PLAN.316 BRACE. SEE PLAN.

AutoCAD SHX Text 1 " 34"±

AutoCAD SHX Text 3 " 12"±

AutoCAD SHX Text

AutoCAD SHX Text 1 -912-9

AutoCAD SHX Text PL x 838 x 8

AutoCAD SHX Text

AutoCAD SHX Text 2-12

AutoCAD SHX Text PL x 1212 x 12

AutoCAD SHX Text

1'-0" MIN

AutoCAD SHX Text S1-1

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S1-1

AutoCAD SHX Text

SECTION

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NO SCALE

AutoCAD SHX Text L2x2x STRUT. SEE PLAN.316 STRUT. SEE PLAN.

AutoCAD SHX Text CONT L4x4x CENTERED ON 14 CENTERED ON EXIST STEEL BEAM ABOVE

AutoCAD SHX Text

TYP EA END

AutoCAD SHX Text

EXIST W12 OR W21

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AutoCAD SHX Text 1 12

AutoCAD SHX Text

TYP EA END

AutoCAD SHX Text

MIN REQ'D TO COORD W/ CLG AND BULKHEAD. SEE ARCH.

AutoCAD SHX Text PL 3/8. FIELD WELD TO EXIST W12 AND W21 TOP FLG AND WEB W/ " x 2" FILLETS EA 316" x 2" FILLETS EA SIDE. CLIP CORNER AT EXIST BEAM FILLET.

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text

EXIST ROOF

AutoCAD SHX Text

TYP BOTH LEGS

AutoCAD SHX Text

TYP AT TOP AND BOT CHORD

AutoCAD SHX Text L3x3x 14

AutoCAD SHX Text

(1)#3 CONT EA SIDE

AutoCAD SHX Text #3 x 1'-0" DOWELS @ 24" O.C. EA SIDE STAGGERED 12". SET IN 1 " DEEP 12" DEEP DRILLED HOLES W/ EPOXY ADHESIVE.

AutoCAD SHX Text

FULLY-THREADED THRU ROD. COORD W/ OPERABLE GLAZED WALL. NOTE B.

AutoCAD SHX Text

NOTE A

AutoCAD SHX Text NOTES A. SAW CUT PERIMETER EXISTING FLOOR SLAB AND REMOVE EXISTING SAW CUT PERIMETER EXISTING FLOOR SLAB AND REMOVE EXISTING SLAB AND FORM DECK. FORM BOTTOM OF CONCRETE INFILL. PROVIDE SUSPENDED FORM FOR RECESS FOR OPERABLE GLAZED WALL BOTTOM TRACK. INSTALL DOWELS AND REINFORCING BARS. APPLY BONDING AGENT AT EDGES OF EXISTING SLAB. B. THREADED ROD FOR ANCHORING BOTTOM TRACK MAY BE THREADED ROD FOR ANCHORING BOTTOM TRACK MAY BE CAST-IN-PLACE OR INSTALLED IN FIELD-DRILLED HOLES.

AutoCAD SHX Text

RONALD W. RODKEY

Lic. No. 33689

BOARD ROOM

LOUNGE/LUNCH

TRAINING ROOM

MECH./ELECT.

OFFICE

SUPPLY

STORAGE ROOM

FILE ROOM

OFFICE

107 N.I.C.

EX. OFFICE

ELEV.

CORR.

STAIR

ELEV. EQ.

TOIL.

CORRIDOR

CONFERENCE ROOM

MECH

TOIL. 109

TOIL.

108 N.I.C.

CLOSET

3' -0

TERRACE123

STORAGE

EXISTING

MICROWAVE

EXISTING

COOKTOP

EXISTING

CABINET

EXISTING

TILE

EXISTING

FRIDGE

EXISTING

FREEZER

EXISTING

COFFEE MAKER

EXISTING ICE

MAKER

AD-1

GROUND FLOOR

DEMOLITION

PLAN

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

N S

, V

w w w

.H ug he sA

co m

H U

G H

N G

R R

O N

S F

O R

, V

-B

B U

N G

MAY 28, 2026

Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

GROUND FLOOR DEMOLITION PLAN

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

LOUNGE/LUNCH RM. ELEVATION - DEMOLITION

SCALE: 3/8" = 1'-0"

1. EXISTING DIMENSIONS, AREAS AND SIZES/ LOCATION OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. IF CONDITIONS IN FIELD DIFFER SIGNIFICANTLY FROM THOSE SHOWN, NOTIFY OWNER/ ARCHITECT

FOR CLARIFICATION.

2. THESE DEMOLITION PLANS ARE MEANT TO BE A CONVENIENCE TO THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION

NECESSARY FOR INSTALLATION OF NEW WORK WHETHER SHOWN HERE OR NOT.

3. CONTRACTOR SHAL NOTIFY ALL UTILITIES, INCLUDING BUT NOT LIMITED TO WATER/ SEWER, ELECTRIC, GAS, TELEPHONE HAVING SERVICE CONNECTION TO THE EXISTING BUILDING PRIOR TO DEMOLITION TO ENSURE THAT ANY EQUIPMENT HAS BEEN PROPERLY REMOVED, UNPLOGGED, CAPPED/ PLUGGED, OR SEALED AS REQUIRED FOR DEMOLITION AND/OR NEW WORK.

4. REMOVE EXISTING ITEMS/ MATERIALS TO SUBSTRATE AS INDICATED AND REQUIRED FOR NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNER FIRST RIGHT OF REFUSAL FOR ANY SALVAGED MATERIALS.

6. COORDINATE DEMOLITION ITEMS TO BE REMOVED WITH NEW WORK AND ITEMS TO BE REPLACED OR RELOCATED.

7. ANY DOOR LOCK HARDWARE REMOVED SHALL BE STORED, AND PROTECTED DURING DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

8. EXISTING ITEMS TO BE RELOCATED/ REINSTALLED SHALL BE REMOVED, STORED AND PROTECTED DURING DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

9. EXISTING CONSTRUCTION AND ADJACENT CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES. ITEMS

DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

10. PATCH AND REPAIR ANY DAMAGED EXISTING SURFACES TO REMAIN AS REQUIRED TO MATCH NEW WORK. WHERE EXISTING WALLS ARE REMOVED, PATCH REMAINING WALLS TO MATCH EXISTING FINISH, FLUSH WITH EXISTING, AND PAINT.

11. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND EXISTING/ TEMPORARY STRUCTURES, AND PROVIDE ADDITIONAL SHORING DURING DEMOLITION OF EXISTING WALLS, AS REQUIRED FOR THE DURATION OF THE PROJECT.

12. NO EXISTING STRUCTURAL MEMBERS TO BE CUT, PENETRATED, OR OTHERWISE ALTERED WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT/

ENGINEER.

13. CONTRACTOR TO TAKE NECESSARY MEASURES TO LIMIT DUST & DIRT MIGRATION TO AREAS OUTSIDE WORK LOCATION.

14. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF THE WORK.

15. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TO BE PERFORMED IN, OR AFFECTING THE USE OF ADJACENT SPACES

IN THE BUILDING SHOULD BE COORDINATED WITH THE OWNER PRIOR TO THE START OF WORK.

16. MAINTAIN WORKING CONDITION OF ANY EXISTING FIRE ALARM SYSTEMS AND COMPONENTS FOR THE DURATION OF THE WORK.

17. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS AND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEEN NEW WORK AND EXISTING AREAS AND OCCUPANCIES FOR THE DURATION OF THE PROJECT.

18. PROVIDE CLOSE COORDINATION OF ALL WORK AND SCHEDULING OF WORK WITH THE OWNER AND VARIOUS TRADES TO MAINTAIN

CONTINUOUS ACCESS/ EGRESS DURING NORMAL BUSINESS HOURS.

19. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY SUSPECTED HAZARDOUS MATERIALS WHEN AND IF THEY ARE ENCOUNTERED.

GENERAL DEMOLITION NOTES DEMOLITION NOTES

1 REMOVE EXISTING PARTITION/ WALL IN ITS ENTIRETY TO DIMENSIONS INDICATED ( 7'-0" H) INCLUDING WALL BASE, APPLIED FINISH, ELECTRICAL

ACCESSORIES AND RELATED ITEMS. REROUTE ANY ELECTRICAL OR PLUMBING LINES TO REMAIN.

2 REMOVE EXISTING DOOR AND FRAME ASSEMBLY IN ITS ENTIRETY INCLUDING HARDWARE, THRESHOLD.

3 REMOVE EXISTING FLOORING AND BASE THROUGHOUT THIS SPACE. PREPARE CONCRETE SLAB TO RECEIVE NEW FINISHES AS SPECIFIED. ALL FLOOR COVERING AND EXISTING ADHESIVE SHALL BE REMOVED TO STRUCTURAL CONCRETE. SKIM COATING IS NOT ALLOWED. REFER TO INTERIOR FINISHES

4 REMOVE & DISPOSE OF FLOOR-MOUNTED PARTITIONS IN ITS ENTIRETY. DISCONNECT POWER SERVICE PRIOR REMOVAL 5 REMOVE AND DISPOSE OF WORK STATIONS WITH PARTITIONS. RETAIN FIVE (5) WORK STATIONS WITH PARTITIONS IN OPEN OFFICE 209

6 REMOVE ACCESS CONTROL HARDWARE

7 REMOVE EXIT SIGN

8 REMOVE DAMAGED ACCESS FLOOR TILE INSERTS FOR REPLACEMENT

9 REMOVE EXISTING WINDOW SHADES

10 REMOVE EXISTING RUBBER STAIR TREADS AND RISERS FOR REPLACEMENT

11 CAREFULLY REMOVE EXISTING ACOUSTICAL CEILING TILES, GRID SYSTEM, AND OTHER CEILING COMPONENTS WHERE THE MOVABLE WALL WILL BE LOCATED. STORE AND PROTECT REUSABLE COMPONENTS FOR INSTALLATION. REPLACE ANY DAMAGED COMPONENTS OR TILES WITH NEW TO MATCH

EXISTING

12 MODIFY AND REPAIR DOOR JAMBS & HEAD AS REQUIRED FOR NEW WORK.

13 UNCAP AND CLEAN THE DRAIN IN PREPARATION OF THE NEW PLUMBING FIXTURE INSTALLATION

14 DISPOSE OF EXISTING LOCKERS

15 CAREFULLY REMOVE EXISTING COOKTOP. STORE AND PROTECT FOR OWNER'S USE

16 CUT COUNTER, CABINET AND RUBBER BASE TO ALLOW REMOVAL OF EXISTING COOKTOP AND CABINET. DO NOT CUT OR REMOVE BACKSPLASH. PREPARE

AREA TO RECEIVE NEW RANGE (O.F.C.I.) AND NEW EXHAUST HOOD (C.F.C.I.)

17 REMOVE EXISTING WALL MOUNT MICROWAVE, PREPARE FOR RELOCATION.

18 SAW CUT EXISTING CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF NEW MOVABLE WALL ASSEMBLY. SEE STRUCTURAL

19 FIELD VERIFY AND COORDINATE EXISTING CONCRETE SLAB ELEVATIONS AT THE NEW MOVEABLE WALL LOCATION. REMOVE, OR SUPPLEMENT THE EXISTING CEMENTITIOUS LEVELING LAYER TO PROVIDE A LEVELED FLOOR SURFACE AT LANDINGS ( 44" MIN.) ON BOTH SIDES OF THE ASSEMBLY PER VCC

SECTION 1010.1.4 , AND ENSURING THE NEW ASSEMBLY OPERATES PROPERLY.

20 REMOVE EXISTING WINDOW FILM COMPLETELY FROM ALL GLASS PANELS AT OFFICE 218 (BADGE DESK). PREPARE FOR THE INSTALLATION OF NEW FILM

21 REMOVE EXISTING MILLWORK PONY WALL AND PREPARE OPENING FOR NEW DOOR AND FRAME INSTALLATION

OFFICE

VESTIBULE

OFFICE

WAITING

TOILET

RECEPTION

OFFICE

OFFICE 237

VESTIBULE

229 N.I.C.

JAN.

OFFICE

IT.

SERVER RM.

ELEV.

STAIR

227 N.I.C.

WOMEN

CONFERENCE

OFFICE

OFFICE/CONF.

CORRIDOR

228 N.I.C.

MEN

OFFICE

CORR.

CORRIDOR

OPEN OFFICES

ADMIN. OFFICES

OFFICE

CONF.

OFFICE

COVERED PORCH

VEST

OPEN OFFICES

AD-2

MAIN FLOOR

DEMOLITION

PLAN

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

C O P Y R I G H T 2 0 2 6

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

26008.001

N S

, V

w w w

.H ug he sA

co m

H U

G H

N G

R R

O N

S F

O R

, V

-B

B U

N G

MAY 28, 2026

Lic. No. 12522

ALAN J. DOWNIE

A R C H I T E CT

ONWEALTH OF VIRGINIA

05.25.26

MAIN FLOOR DEMOLITION PLAN

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

FOR CLARIFICATION.

2. THESE DEMOLITION PLANS ARE MEANT TO BE A CONVENIANCE TO THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION

NECESSARY FOR INSTALLATION OF NEW WORK WHETHER SHOWN HERE OR NOT.

4. REMOVE EXISTING ITEMS/ MATERIALS TO SUBSTRATE AS INDICATED AND REQUIRED FOR NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNER FIRST RIGHT OF REFUSAL FOR ANY SLAVAGED MATERIALS.

6. COORDINATE DEMOLITION ITEMS TO BE REMOVED WITH NEW WORK AND ITEMS TO BE REPLACED OR RELOCATED.

7. ANY DOOR LOCK HARDWARE REMOVED SHALL BE STORED, AND PROTECTED DURING DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

9. EXISTING CONSTRUCTION AND ADJACENT CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES. ITEMS

DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

12. NO EXISTING STRUCTURAL MEMBERS TO BE CUT, PENETRATED, OR OTHERWISE ALTERED WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT/

ENGINEER.

13. CONTRACTOR TO TAKE NECESSARY MEASURES TO LIMIT DUST & DIRT MIGRATION TO AREAS OUTSIDE WORK LOCATION.

14. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF THE WORK.

15. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TO BE PERFORMED IN, OR AFFECTING THE USE OF ADJACENT SPACES

IN THE BUILDING SHOULD BE COORDINATED WITH THE OWNER PRIOR TO THE START OF WORK.

16. MAINTAIN WORKING CONDITION OF ANY EXISTING FIRE ALARM SYSTEMS AND COMPONENTS FOR THE DURATION OF THE WORK.

18. PROVIDE CLOSE COORDINATION OF ALL WORK AND SCHEDULING OF WORK WITH THE OWNER AND VARIOUS TRADES TO MAINTAIN

CONTINUOUS ACCESS/ EGRESS DURING NORMAL BUSINESS HOURS.

19. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY SUSPECTED HAZARDOUS MATERIALS WHEN AND IF THEY ARE ENCOUNTERED.

GENERAL DEMOLITION NOTES

333 3

333333333

3 3

DEMOLITION NOTES

1 REMOVE EXISTING PARTITION/ WALL IN ITS ENTIRETY TO DIMENSIONS INDICATED ( 7'-0" H) INCLUDING WALL BASE, APPLIED FINISH, ELECTRICAL

ACCESSORIES AND RELATED ITEMS. REROUTE ANY ELECTRICAL OR PLUMBING LINES TO REMAIN.

2 REMOVE EXISTING DOOR AND FRAME ASSEMBLY IN ITS ENTIRETY INCLUDING HARDWARE, THRESHOLD.

4 REMOVE & DISPOSE OF FLOOR-MOUNTED PARTITIONS IN THEIR ENTIRETY. DISCONNECT POWER SERVICE PRIOR TO REMOVAL 5 REMOVE AND DISPOSE OF WORK STATIONS WITH PARTITIONS. RETAIN FIVE (5) WORK STATIONS WITH PARTITIONS IN OPEN OFFICE 209