2218-04 SHD Air Carrier Terminal Restrooms_Drawings - For Bid.pdf

CONCRETE MASONRY (CMU)

CONCRETE

BRICK

STONE

STEEL

ALUMINUM

POROUS FILL

SOIL

RIGID INSULATION

BATT INSULATION

SOUND ATTENUATION BATTS

GYPSUM DRYWALL

PLASTER OR SAND

PLYWOOD

FRAMING LUMBER

(BLOCKING)

FINISH WOOD

CERAMIC TILE

ACOUSTICAL PANELS

E

SF-A WINDOW TYPE

DEMOLITION KEYED

NOTE

COLUMN LINE

WORK OR DATUM

POINT

DOOR NUMBER123A

ROOMNAME

123 ROOM NUMBER

A3 PARTITION TYPE

1A A101

SIM

DRAWING WHERE

SHOWN

BUILDING SECTION

CALL-OUT

A101

2A

3B

3A

2B

INTERIOR &

CASEWORK ELEV

CALL-OUT

DRAWING WHERE

SHOWN

1A A101

DETAIL CALL-OUT

DRAWING WHERE

SHOWN

1A A101

SIM

DRAWING WHERE

SHOWN

DETAIL SECTION

CALL-OUT

A101

2A

3B

3A

2B

EXTERIOR

ELEVATION

CALL-OUT

DRAWING WHERE

SHOWN

REVISION CLOUD

1 REVISION NUMBER

PLAN KEYED NOTE

SECTION KEYED NOTE

ELEVATION KEYED NOTE01

ALIGN SYMBOL

GLAZING & KEY

PLAN ELEVATION

CALL-OUT

DRAWING WHERE

SHOWN

A101

2A

3B

3A

2B

A101

2A

3B

3A

2B

PHOTO REF

VIEW CALL-OUT

DRAWING WHERE

SHOWN

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

COPYRIGHT 2026 PSH+. USE OF THIS WORK IN WHOLE OR IN PART

IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT.

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PROJECT AREA

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TITLE SHEET

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

Air Carrier Terminal Restrooms 77 Aviation Circle

Weyers Cave, VA 24486

Shenandoah Valley Airport Commission

Valley Engineering 4901 Crowe Dr

Mt. Crawford, VA 22841

PHONE: (540) 434-6365

CONTACT: Jason Damico, P.E.

EMAIL: jdamico@valleyesp.com

PSH PLUS

1700 WILLOW LAWN DR., SUITE 200

RICHMOND, VA 23230

PHONE: (804) 823-2900

CONTACT: Jamie Shuford

Shenandoah Valley Airport Commission 77 Aviation Circle

Weyers Cave, VA 24486

PHONE: (540) 234-8304

CONTACT: Chris Cary

EMAIL: ccary@flyshd.com

OWNER

INTERIOR DESIGN

MEP ENGINEER

ARCHITECT

PSH PLUS

1700 WILLOW LAWN DR., SUITE 200

RICHMOND, VA 23230

PHONE: (804) 823-2900

CONTACT: Sydnor Tetterton EMAIL: stetterton@pshplus.com

VICINITY MAP

DRAWING ABBREVIATIONS

MATERIALS LEGEND

DRAWING SYMBOLS PROJECT CONTACT INFORMATION

INCL.

SHEET

NO DESCRIPTION

REV.

NO.

REVISION

DATE

TITLE SHEET

■ T0.01 TITLE SHEET

GENERAL

■ AC.01 CODE DATA

■ AG.01 GENERAL CONDITIONS

■ AR.01 ARCH RENDERINGS & PERSPECTIVES

DEMOLITION

■ AD.01 DEMOLITION FLOOR PLAN & CEILING PLAN

ARCHITECTURAL

■ A1.01 OVERALL FLOOR /SITE PLAN

■ A1.02 ROOF PLAN

■ A3.10 PARTITION TYPES & DETAILS

■ A3.21 GENERAL DETAILS

■ A4.10 ENLARGED FLOOR PLAN

■ A4.11 ENLARGED REFLECTED CEILING PLAN

■ A4.20 INTERIOR ELEVATIONS

■ A5.01 SECTIONS & DETAILS

■ A5.02 SECTIONS & DETAILS

■ A7.01 FINISH PLAN AND NOTES

MECHANICAL

■ M0.01 MECHANICAL LEGENDS, ABBREVIATIONS & NOTES

■ M0.02 MECHANICAL NOTES

■ M0.03 MECHANICAL SPECIFICATIONS

■ M0.04 MECHANICAL SPECIFICATIONS

■ M0.05 MECHANICAL SPECIFICATIONS

■ M0.06 MECHANICAL SCHEDULES

■ M1.01D MECHANICAL DUCTWORK DEMOLITION PLAN

■ M1.01 MECHANICAL DUCTWORK PLAN

■ M2.01D MECHANICAL PIPING DEMOLITION PLAN

■ M2.01 MECHANICAL PIPING PLAN

■ M5.01 MECHANICAL DETAILS

■ M5.02 MECHANICAL DETAILS

■ M5.03 MECHANICAL DETAILS

■ M5.04 MECHANICAL DETAILS

ELECTRICAL

■ E0.01 ELECTRICAL LEGEND

■ E0.02 ELECTRICAL ABBREVIATIONS & NOTES

■ E0.03 ELECTRICAL SPECIFICATIONS

■ E0.04 ELECTRICAL SCHEDULES

■ E1.01D ELECTRICAL POWER DEMOLITION PLAN

■ E1.01 ELECTRICAL POWER PLAN

■ E2.01D ELECTRICAL LIGHTING DEMOLITION PLAN

■ E2.01 ELECTRICAL LIGHTING PLAN

■ E3.01D ELECTRICAL SPECIAL SYSTEMS DEMOLITION PLAN

■ E3.01 ELECTRICAL SPECIAL SYSTEMS PLAN

■ E4.01 ELECTRICAL ONE-LINE DIAGRAM

■ E5.01 ELECTRICAL DETAILS

PLUMBING

■ P0.01 PLUMBING LEGENDS AND ABBREVIATIONS

■ P0.02 PLUMBING NOTES

■ P0.03 PLUMBING SCHEDULES

■ P0.04 PLUMBING SPECIFICATIONS

■ P0.05 PLUMBING SPECIFICATIONS

■ P0.06 PLUMBING SPECIFICATIONS

■ P0.07 PLUMBING SPECIFICATIONS

■ P0.08 PLUMBING SPECIFICATIONS

■ P1.01D PLUMBING BELOW GRADE DEMOLITION PLAN

■ P1.01 PLUMBING BELOW GRADE PLAN

■ P2.01D PLUMBING DEMOLITION PLAN

■ P2.01 PLUMBING PLAN

■ P5.01 PLUMBING DETAILS

■ P5.02 PLUMBING DETAILS

■ P5.03 PLUMBING DETAILS

■ P6.01 SPRINKLER HEAD COORDINATION PLAN

SHEET INDEX

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

ATCT AIR TRAFFIC CONTROL

TOWER

BD BOARD

BHS BAGGAGE HANDLING

SYSTEM

BIT BITUMNOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BRK BRICK

BSMT BASEMENT

C/H CEILING HEIGHT

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR(ANCE)

CLST CLOSET

CMU CONCRETE MASONRY UNIT

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CR CARD READER

CR/BG CRASH RAIL/BUMPER

GUARD

CSMT CASEMENT

CT CERAMIC TILE

D DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DHS DEPARTMENT OF

HOMELAND SECURITY

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DN DOWN

DP DAMPROOFING

DR DOOR, DRAIN

DS DOWN SPOUT

DWG(S) DRAWING(S)

EA EACH

EB EXPANSION BOLT

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR, ELEVATION

EMER EMERGENCY

ENGR ENGINEER(ING)

EPDM ETHYLENE PROPYLENE

DIENE MONOMER (ROOF

MEMBRANE)

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FAA FEDERAL AVIATION

ADMINISTRATION

FB FACE BRICK

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FOD FOREIGN OBJECT DEBRIS

FOM FACE OF MASONRY

FOS FACE OF STUD

FRTW FIRE RETARDANT TREATED

WOOD

FT FEET, FOOT

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS, GLAZING

GND GROUND

GWB GYPSUM WALL BOARD

GYP GYPSUM WALL BOARD

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HD HEAVY DUTY

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HRL HANDRAIL

HVAC HEATING VENTILATING &

AIR CONDITIONING

HW HOT WATER HEATER

HWD HARDWOOD

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE(D)(ING)

INSUL INSULAT(E)(ATION)

INT INTERIOR

JAN JANITOR('S CLOSET)

JCT JUNCTION

JST JOIST

KB KEYBOARD

KIT KITCHEN

KP KICK PLATE

KS KNEE SPACE

L LENGTH, LONG

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LH LEFT HAND

LL LIVE LOAD

LNTL LINTEL

LVR LOUVER

LVT LUXURY VINYL TILE

LW LIGHTWEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MNTG MOUNTING

MO MASONRY OPENING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO.# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OF OUTSIDE FACE

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

LB(S) POUND(S)

PAX PASSENGER

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLGL PLATE GLASS

PLWD PLYWOOD

PNL PANEL

PNT(D) PAINT(ED)

PREFIN PREFINSHED

PROP PROPERTY

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED,

PORCELAIN TILE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTY QUALITY

R. RISER

RA RETURN AIR

RAD RADIUS

RB RUBBER, RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECEIVE, RECEPTACLE

REF REFRIGERATOR

REFL REFLECTED

REG REGULAR, REGISTER

REINF REINFORCED

REM REMOVE

REQ REQUIRE, REQUIRED

RES RESILIENT

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCH SCHEDULE

SCUP SCUPPER

SCW SOLID CORE WOOD

SECT SECTION

SHT SHEET

SIDA SECURE IDENTIFICATION

DISPLAY AREA

SIM SIMILAR

SP STAND PIPE

SPEC SPECIFICATION

SPR SPRINKLER

SS STAINLESS STEEL, SERVICE

SINK

SSM SOLID SURFACE MATERIAL

STC SOUND TRANSMISSION

CLASS

STL STEEL

STN STONE

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

T TREAD

T GL TEMPERED GLASS

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPERED, TEMPORARY

TERR TERRAZZO

THK THICK(NESS)

THRU THROUGH

TLT TOILET

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TSA TRANSPORTATION

SECURITY

ADMINISTRATION

TW TAXIWAY

TYP TYPICAL

UC UNDERCOUNTER, UNDER

CUT

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFVI VENDOR FURNISHED

VENDOR INSTALLED

VIF VERIFY IN FIELD

VIT VITREOUS CHINA

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDTH, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WALL COVERING, WATER

CLOSET

WD WOOD

WG WIRE GLASS

WH WALL HUNG, WATER

HEATER

WNDW WINDOW

WP WATER PROOF

WR WASTE RECEPACLE

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

PROJECT SITE

(SHD) SHENANDOAH VALLEY AIRPORT

77 AIRPORT CIRCLE

WEYERS CAVE, VA 24486

REVISION SCHEDULE

No. Description Date

August 7, 2026

FEC

ET

DFR

O N T

AV

S

B

IN

S

EM

PTY

R E R U N

B

IN

C A R T

AN

AL

O G

IC

C O N N

EC

T B U

TUNNEL

EXTENSION

POWERED

CONVEYOR

TUNNEL

EXTENSION

POWERED

CONVEYOR

B

AG

S H

IE

LD

3' 0"

SP

SLIDE

TABLE POWERED

CONVEYOR

POWERED

CONVEYOR

3' 0"

RJ

B U

N A

B

AG

S H

IE

LD

S

3' 0"

RV

3' 0"

RJ

6' 0"

DV

L3

P R O V

IS

IO

N

A

IT

ENTER

EXIT

ETD

WTMD CEIA1

FE

C

EXIT 01

EWC

EXIT 02

EXIT 03

EXIT 04

PROJECT AREA SHOWN SHADED

ILLUMINATED EXIT SIGN; SEE ELECTRICAL

DRAWINGS FOR ALL LOCATIONS

FE FIRE EXTINGUISHER

BRACKET MOUNTED

FEC FIRE EXTINGUISHER CABINET

COMMON PATH OF TRAVEL (ROUTE)

EWC ELECTRIC WATER COOLER;

HANDICAPPED ACCESSIBLE

NON-RATED PARTITION

EXIT ACCESS TRAVEL DISTANCE (ROUTE)

FLOOR PLAN DESIGNATIONS

CODE SHEET

REFERENCE

TYPICAL

FLOOR PLANS

NOTE: REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN LOCATIONS

CORRIDORS (VCC TABLE 1020.2 & TABLE 1020.3)

0 HR (IF SPRINKLED)

44"

20' MAX (REF 1020.5)

FIRE-RESISTANCE RATING:

MINIMUM CORRIDOR WIDTH (TYP.):

DEAD ENDS (ALLOWED):

MEANS OF EGRESS - REF. LIFE SAFETY PLAN

EXIT ACCESS TRAVEL DISTANCE (VCC TABLE 1017.2)

REQUIRED:

PROVIDED:

COMMON PATH OF EGRESS TRAVEL DISTANCE (VCC TABLE 1006.2.1)

ALLOWED:

PROVIDED:

250' (FOR ASSEMBLY OCCUPANCY)

REF PLAN

75' (ASSEMBLY)

REF PLAN

APPLICABLE CODES (TYPICAL)

BUILDING CODE:

REFERENCE:

BUILDING OCCUPANCY

USE GROUP (BUILDING):

RENOVATION AREA

OCCUPANCY SEPARATION (VCC 508)

RATED SEPARATION OF OCCUPANCIES

TYPE OF CONSTRUCTION (VCC: CHAPTER 6)

EXISTING CONSTRUCTION TYPE:

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEM:

FIRE ALARM & DETECTION SYSTEMS:

EMERGENCY LIGHTING:

STANDPIPE SYSTEM:

SMOKE CONTROL:

FIRE COMMAND CENTER:

FIRE DEPARTMENT CONNECTIONS:

PORTABLE FIRE EXTINGUISHERS:

2021 - VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC)

PART I - VIRGINIA CONSTRUCTION CODE (VCC)

PART II - VIRGINIA EXISTING BUILDING CODE (VEBC)

2021 - VIRGINIA MECHANICAL CODE (VMC)

2021 - VIRGINIA PLUMBING CODE (VPC)

2021 - VIRGINIA ENERGY CONSERVATION CODE (VECC)

2021 - VIRGINIA STATEWIDE FIRE PREVENTION CODE

2021 - INTERNATIONAL FIRE CODE (IFC)

2020 - NATIONAL ELECTRICAL CODE (NFPA 70)

2019 - NATIONAL FIRE ALARM CODE (NFPA 72)

2019 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (NFPA 13)

(A3) ASSEMBLY / (B) BUSINESS

~550 SF

NON-SEPARATED MIXED USE

NO SEPARATION REQUIRED

2-B (NO CHANGE)

YES

YES

YES

NONE

NONE

NONE

YES

YES

INTERIOR FINISHES:

PER VCC TABLE 803.13, ALL INTERIOR WALL AND FINISHES IN A SPRINKLERED BUILDING WILL HAVE A MINIMUM

FINISH CLASS RATING PER THE FOLLOWING:

A3 USE GROUP

CLASS B = INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B = CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS

CLASS C = ROOMS AND ENCLOSED SPACES

THERMAL INSULATING MATERIALS:

PER VCC 720.3 EXPOSED INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS, AND SMOKE

DEVELOPED INDEX OF 450 OR LESS.

PER VCC 720.2 CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OR 25 OR LESS, AND A

SMOKE DEVELOPED INDEX OF 450 OR LESS.

PROJECT DESCRIPTION

PROJECT INCLUDES THE RENOVATION OF AN EXISTING COMMERCIAL KITCHEN AREA INTO NEW RESTROOMS &

A VENDING AREA FOR PASSENGERS.

2021 VIRGINIA EXISTING BUILDING CODE

ALTERATION - LEVEL 2

ACCESSIBILITY

ALL ELEMENTS WITHIN SCOPE OF WORK TO CONFORM TO REQUIREMENTS OUTLINED IN 2017 - ICC ANSI STANDARD 117.1

EXIT REQUIREMENTS (VCC 1006)

NUMBER OF EXITS REQUIRED

NUMBER OF EXITS PROVIDED

ALLOWABLE BUILDING HEIGHTS AND AREA (VCC: CHAPTER 5)

HEIGHT:

AREA:

~24 FEET / 1 STORY (EXISTING, NO CHANGE)

11,917 GSF INCLUDING CANOPY (EXISTING, NO CHANGE)

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

0 2' 4' 20' 40'8'

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

COPYRIGHT 2026 PSH+. USE OF THIS WORK IN WHOLE OR IN PART

IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT.

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PROJECT AREA

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As indicated

8/ 7/

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P M

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\U se rs

\s te tte rto n\ D oc um en ts

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CODE DATA

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

SCALE: 1/8" = 1'-0"1 LEVEL-01 - LIFE-SAFETY PLAN

N

S

W E

DASHED

ARROW IS TRUE

NORTH

PLAN DIRECTION

AS INDICATED

PROJECT SUMMARY

OWNER:

PROJECT NAME:

PROJECT ADDRESS:

OWNER CONTACT:

OWNER PHONE:

OWNER EMAIL:

Shenandoah Valley Airport Commission Air Carrier Terminal Restrooms 77 Aviation Circle Weyers Cave, VA 24486 Chris Cary

(540) 234-8304 ccary@flyshd.com

REVISION SCHEDULE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

ALL WORK SHALL BE IN ACCORDANCE WITH 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2017 - ICC

ANSI STANDARDS 117.1.

PROPERTY OWNER'S CONSTRUCTION REQUIREMENTS SHALL APPLY TO THE WORK OF THIS CONTRACT. COPY OF

REQUIREMENTS AND SUPPORTING DOCUMENTS MAY BE PROVIDED TO THE CONTRACTOR BY OWNER

REPRESENTATIVE UPON REQUEST. SIGNATURE OF ACCEPTANCE MAY BE REQUIRED BY THE OWNER'S REPRESENTATIVE. ANY CONFLICT BETWEEN PROPERTY OWNER'S CONSTRUCTION REQUIREMENTS AND DOCUMENTS PRODUCED BY PSH+ SHOULD BE REPORTED IMMEDIATELY TO THE PROJECT MANAGER.

THE CONTRACTOR SHALL CONFIRM THAT ALL PERMITS ARE ISSUED PRIOR TO COMMENCING WORK.

THE CONTRACTOR SHALL BE AFFORDED ACCESS TO THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE BUILDING MANAGEMENT. THE REASONABLE USE OF THE BUILDING WATER & ELECTRICITY AS REQUIRED FOR THE EXECUTION OF THE WORK IS AVAILABLE TO THE CONTRACTOR AT NO CHARGE TO THE CONTRACTOR. THE CONTRACTOR MAY USE THE TOILET ROOMS AS DIRECTED BY THE DESIGNATED PROJECT

MANAGER.

CONTRACTOR SHALL INSTALL AND/ OR CONSTRUCT ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH

THE MANUFACTURER'S INSTRUCTIONS AND INDUSTRY STANDARDS.

ALL MATERIALS SHALL BE AS INDICATED IN THE DOCUMENTS. SUBSTITUTION REQUESTS SHALL BE SUBMITTED IN WRITING TO THE PROJECT MGR. IN ACCORDANCE WITH SPECIFICATION SECTION 01 25 00.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORK. ANY DAMAGE TO EXISTING WORK CAUSED AS A RESULT OF THE EXECUTION OF THIS PROJECT SHALL BE REPAIRED BY THE

GENERAL CONTRACTOR, AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR.

THE CONTRACTOR SHALL SECURE THE CONSTRUCTION AREA AND RESTRICT ACCESS TO AUTHORIZED

PERSONNEL ONLY.

UNLESS INSTRUCTED OTHERWISE BY THE PROJECT MGR., THE REMOVAL AND DISPOSAL OF DEMOLITION AND/OR CONSTRUCTION MATERIAL SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS THROUGHOUT THE COURSE OF THE PROJECT. UPON COMPLETION OF THE WORK, THE ENTIRE CONSTRUCTION AREA IS TO BE

THOROUGHLY CLEANED.

ELECTRICAL, PLUMBING, MECHANICAL & FIRE PROTECTION (SPRINKLER) WORK PRESENTED IN THESE DOCUMENTS IS INTENDED TO SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EXISTING AND PROPOSED FIXTURES, EQUIPMENT AND ACCESSORIES. THE CONTRACTOR SHALL MODIFY EXISTING SYSTEMS TO

ACCOMMODATE THE NEW WORK AND MEET ALL APPLICABLE CODES.

THE CONTRACTOR SHALL PROVIDE "RECORD" DRAWINGS & SPECIFICATIONS FOR THE OWNER'S RECORDS INDICATING ANY AND ALL MODIFICATIONS TO THE WORK. DRAWINGS SHALL BE DATED AND SIGNED BY THE

CONTRACTOR AND APPROPRIATE SUBCONTRACTOR(S).

ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION WARRANTY PROVIDED IN THE PROJECT MANUAL. ANY DEFECTS IDENTIFIED DURING THE GUARANTEE PERIOD

SHALL BE REPAIRED, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER.

TEST ALL SYSTEMS PRIOR TO SUBSTANTIAL COMPLETION TO ENSURE THAT ALL SYSTEMS ARE WORKING

PROPERLY.

ALL PROSPECTIVE BIDDERS SHALL VISIT THE JOB SITE AND BECOME ACQUAINTED WITH THE PROJECT SITE AND

SCOPE PRIOR TO SUBMISSION OF BID.

THE CONTRACTOR AND ITS SUB-CONTRACTORS SHALL BID THE COMPLETE DRAWING & SPECIFICATION SET

INCLUDING ALL DISCIPLINES AS THESE ARE COMPLIMENTARY DOCUMENTS.

THE FORM OF CONTRACT WILL BE THE PROPERTY OWNER'S CONTRACTOR AGREEMENT, INCLUDING INSURANCE REQUIREMENTS. APPLICATION FOR PAYMENT WILL BE MONTHLY AND UTILIZE AIA FORM G702 (OR APPROVED

EQUIVALENT) WITH SUPPORTING SCHEDULE OF VALUES. LIEN WAIVERS ARE REQUIRED.

THE DOCUMENTS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS &/OR FROM DRAWINGS & INFORMATION FURNISHED BY THE OWNER. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND THEIR IMPACT ON THE SCOPE OF THE WORK.

ANY DISCREPANCIES BETWEEN EXISTING AND INDICATED CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE DESIGNATED PROJECT MANAGER. WORK SHALL PROCEED ONLY WITH THE PROJECT MANAGER'S

APPROVAL.

SHOULD THE CONTRACTOR REQUIRE ANY ADDITIONAL DETAIL OR VERBAL CLARIFICATION NECESSARY FOR THE PROPER EXECUTION OF THE WORK, A WRITTEN REQUEST FOR INFORMATION SHALL BE SUBMITTED TO THE

ARCHITECT IN A TIMELY MANNER SO AS NOT TO IMPEDE THE PROJECT SCHEDULE.

THE GENERAL CONTRACTOR SHALL

GENERAL CONDITIONS COORDINATION OF WORK:

1.

2.

3.

4.

COORDINATE THE WORK OF ALL TRADES.

VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY PROJECT MGR. OF CONDITIONS DIFFERING

FROM THOSE INDICATED ON THE DRAWINGS.

VERIFY DIMENSIONS ON DRAWINGS WITH DIMENSIONS AT THE PROJECT SITE. CONSTRUCTION DRAWINGS SHOULD

NEVER BE "SCALED".

COORDINATE ALL INSPECTIONS WITH THE DESIGNATED PROJECT MANAGER & CITY OR COUNTY INSPECTORS AS

REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

FIELD COORDINATION:

1.

2.

VERIFY AND LOCATE UTILITIES, EXISTING FACILITIES, AND EQUIPMENT.

SURVEY AND LAYOUT ALL IMPROVEMENTS, UTILITIES, STRUCTURES, AND MISCELLANEOUS COMPONENTS.

THE GENERAL CONTRACTOR SHALL

SUBMITTALS & RFIS:

1. REFERENCE PROJECT MANUAL DIVISION 01 SPECIFICATIONS.

THE GENERAL CONTRACTOR SHALL

QUALITY ASSURANCES:

1.

2.

3.

4.

5.

COMPLY WITH APPLICABLE CODES, REGULATIONS, ORDINANCES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, INCLUDING ACCESSIBILITY GUIDELINES. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND

SIMILAR DOCUMENTS TO THE OWNER'S DESIGNATED PROJECT MANAGER.

PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR

SERVICE FOR THREE YEARS.

USE EXPERIENCED INSTALLERS. FURNISH EVIDENCE OF EXPERIENCE TO DESIGNATED PROJECT MANAGER IF

REQUESTED.

DELIVER, HANDLE, AND STORE MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

ENGAGE, HIRE AND SCHEDULE TESTING AGENCIES AS REQUIRED FOR SPECIAL INSPECTIONS. ALL PAYMENT TO TESTING AGENCY SHALL BE FROM OWNER, PENDING OWNER'S APPROVAL OF COSTS PRIOR TO GENERAL CONTRACTOR HIRING. IN ALL INSPECTION SCENARIOS THE TESTING AGENCY SHALL BE INDEPENDENT FROM CONTRACTOR AND SHALL REPORT FINDINGS DIRECTLY TO OWNER. VERIFY AND COORDINATE WITH OWNER PRIOR TO EACH INSPECTION SCENARIO. CONTRACTOR SHALL PAY FOR ANY FAILED TESTS, INCLUDING BUT NOT LIMITED TO

TESTING FEES AND ANY WORK REQUIRED TO ACHIEVE A PASSED INSPECTION.

1.

2.

3.

4.

5.

ALL PENETRATIONS THROUGH FLOOR SLABS SUCH AS PIPING, CONDUITS, DUCTS, PNEUMATIC TUBES, ETC., SHALL BE PACKED AND SEALED WITH APPROPRIATE FIRE-RATED MATERIAL AND CAULKED IN COMPLIANCE WITH APPLICABLE BUILDING CODES.

PENETRATIONS SHALL BE SEALED WATER TIGHT. REFERENCE DETAILS FOR SPECIFIC INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ADEQUATE SHORING AND BRACING REQUIRED

FOR THE PROPER EXECUTION OF ALL WORK.

NEW WORK EXTENDING EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE

DIMENSIONED OR DETAILED.

STRUCTURAL STUDS SHALL BE USED WHEREVER NON SELF-SUPPORTING WALL-HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCURS.

INSTALL BLOCKING IN ACCORDANCE WITH TYPICAL BLOCKING DETAIL. BRACE ALL PARTITIONS AS DETAILED.

MAINTAIN EXISTING EXITS AND PATHS OF EGRESS NOT WITHIN THE PROJECT AREA AND PROVIDE TEMPORARY SIGNAGE WHEN NEEDED. IF THE PROJECT IMPACTS THESE ELEMENTS, COORDINATE TO THE SATISFACTION OF THE PROJECT MANAGER.

GENERAL CONSTRUCTION NOTES:

1.

2.

CONTRACTOR IS REQUIRED MANAGE, LEAD, AND DOCUMENT ALL OWNER, ARCHITECT, CONTRACTOR MEETINGS (OAC).

PHASE THE WORK TO MINIMIZE IMPACT UPON BUILDING USE AND CIRCULATION. OWNER MAY REQUIRE SELECT AREAS WITHIN SCOPE OF WORK TO REMAIN IN OPERATION AT DIFFERENT PHASES. CONTRACTOR TO REVIEW WITH OWNER PRIOR TO COMMENCING

WORK.

PROJECT MANAGEMENT, SCHEDULE & PHASING:

1.

2.

3.

PATCH & REPAIR ALL CEILING AND WALL FINISHES IN KIND THAT ARE DISTURBED BY DEVICE REMOVAL, REPLACEMENT AND/OR NEW

INSTALLATION WORK.

CAULK AND SEAL ALL PENETRATIONS.

WHERE RATED WALLS OR BARRIERS OCCUR, FIRE STOP ALL PENETRATIONS.

FINISH WORK:

1.

2.

3.

4.

5.

6.

7.

8.

PARKING TO BE COORDINATED WITH AND APPROVED BY THE AIRPORT'S PROJECT MANAGER.

SITE ACCESS POINTS AND HAUL ROUTES SHALL BE APPROVED BY THE AIRPORT'S PROJECT MANAGER.

MAINTAIN BUILDING ACCESS & EGRESS DURING THE ENTIRE CONSTRUCTION PERIOD.

MAINTAIN BUILDING SECURITY AT ALL TIMES. IF PERIMETER SECURITY IS IMPACTED BY THE WORK, COORDINATE WITH THE AIRPORT'S

SECURITY DEPARTMENT.

(FOD) FOREIGN OBJECT DEBRIS SHALL BE MONITORED AND MANAGED AT ALL TIMES TO ENSURE THAT NO DEBRIS IS BLOWN ACROSS

THE AIRFIELD.

VERIFY & ADHERE TO THE AIRPORT's SECURITY REQUIREMENTS. ALL WORK CONDUCTED INSIDE THE SECURE PERIMETER OF THE

AIRPORT SHALL ADHERE TO THE AIRFIELD ACCESS & VEHICULAR MOVEMENT REQUIREMENTS.

COORDINATE & SCHEDULE ALL WORK WITH THE AIRPORT. VERIFY IF AN FAA 7460 FILING IS REQUIRED.

ALL WORK SHALL COMPLY WITH FAA ADVISORY CIRCULAR AC 150/5370-2G OPERATIONAL SAFETY ON AIRPORT'S DURING

CONSTRUCTION.

SITE REQUIREMENTS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

SEE SPECIFICATION SECTION 00 85 00 - SPECIAL REQUIREMENTS - AVIATION PROJECTS FOR ADDITIONAL PROVISIONS.

ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE, OR BEYOND THE TERMINAL BUILDING'S LINE OF SECURITY, SHALL HAVE A VALID SECURITY IDENTIFICATION DISPLAY AREA (SIDA) BADGE OR BE UNDER THE DIRECT SUPERVISION (WITHIN APPROXIMATELY 100 FEET) OF A

PERSON WITH A SIDA BADGE.

THE CONTRACTOR SHALL PROVIDE TEN (10) YEAR EMPLOYMENT HISTORY / BACKGROUND INFORMATION FOR ALL OF ITS EMPLOYEES OR AFFILIATED PERSONNEL WHO WILL BE INVOLVED WITH WORK INSIDE SECURE AREAS. BASED UPON BACKGROUND INFORMATION ON AN EMPLOYEE, THE OWNER RESERVES THE RIGHT TO RESTRICT AN EMPLOYEES ACCESS OF INSIDE THE SECURITY FENCE OR SECURE AREAS FOR REASONS OF AIRPORT SECURITY. IDENTIFICATION BADGES WILL BE REQUIRED FOR ALL PERSONNEL ENTERING THE AIRCRAFT OPERATIONAL AREAS (AOA) AND CAN BE OBTAINED FROM THE AIRPORT MANAGER. A NOMINAL FEE MAY BE CHARGED TO COVER THE

COST OF THE MATERIALS FOR THESE IDENTIFICATION BADGES.

THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE AIRPORT. THE AIRPORT WILL PROVIDE ACCESS TO THE CONTRACTOR ONLY AFTER THE CONTRACTOR HAS RECEIVED SECURITY TRAINING AND SECURITY CLEARANCE FROM THE AIRPORT. ALL CONTRACTOR PERSONNEL THAT WILL RECEIVE BADGES SHALL BE REQUIRED TO COMPLETE SAFETY AND SECURITY TRAINING AND DRIVER TRAINING PRIOR TO ISSUANCE OF SIDA BADGES. TRAINING SESSIONS ARE APPROXIMATELY FOUR (4) HOURS IN DURATION.

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS, USE ONLY THE AUTHORIZED ACCESS POINT TO THE SIDA AND VERIFYING THAT THE ACCESS POINT IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECURE MUST BE IMMEDIATELY REPORTED TO THE AIRPORT POLICE DEPARTMENT. THE AIRPORT IS SUBJECT TO FAA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS MANDATORY. ANY FINES FOR UNAUTHORIZED PERSONNEL ENTERING THROUGH THE

CONTRACTOR'S ACCESS POINT WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR.

THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON-SECURE SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE. THE AIRPORT IS SUBJECT TO FAA'S SECURITY REQUIREMENTS AND RIGID ADHERENCE IS MANDATORY. ANY FINES FOR UNAUTHORIZED PERSONNEL ENTERING THROUGH THE CONTRACTOR'S ENTRANCE POINTS WILL BE DEDUCTED FROM MONEY DUE THE CONTRACTOR. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BE SECURED AND

LOCKED AT THE COMPLETION OF WORK EACH DAY.

THE CONTRACTOR SHALL DELINEATE LIMITS OF CONSTRUCTION PRIOR TO BEGINNING WORK EACH DAY. THE CONTRACTOR'S PERSONNEL SHOULD NOT BE BEYOND THE LIMITS OF CONSTRUCTION WITHOUT AUTHORIZATION FROM AIRPORT PERSONNEL.

VIOLATORS ARE SUBJECT TO REMOVAL FROM THE JOBSITE AND LOSS OF SIDA BADGE AND/OR SIDA WORKING PRIVILEGES.

ALL CONTRACTOR VEHICLES OPERATING IN THE AIR OPERATIONS AREA (AOA) SHALL BE CLEARLY LABELED WITH THE CONTRACTOR'S

COMPANY NAME VISIBLE FROM 200 FEET.

THE CONTRACTOR SHALL SUBMIT A SECURITY PLAN AT THE PRE-CONSTRUCTION CONFERENCE OUTLINING THE METHODS THAT THE CONTRACTOR INTENDS TO APPLY IN ORDER TO MAINTAIN AIRPORT SECURITY AND OF MONITORING GATE OPENINGS WITHIN AND ALONG THE SECURITY FENCE. THE PLAN SHALL ALSO INCLUDE A COMPLETE LISTING OF THE PREVIOUS 10 YEAR EMPLOYMENT HISTORY FOR ALL PERSONNEL THAT WILL BE BADGED TO WORK IN THE SECURE AREA. THE CONTRACTOR SHALL PROVIDE NAMES, ADDRESSES, AND SOCIAL SECURITY NUMBERS OF ALL EMPLOYEES THAT WILL BE IN THE AOA.

ALL UNBADGED DRIVERS SHALL BE ESCORTED AT ALL TIMES WHEN ON THE AOA SIDE OF THE SECURITY GATE. ALL UNBADGED EMPLOYEES SHALL BE UNDER THE DIRECT SUPERVISION AND WITHIN SIGHT OF A BADGED EMPLOYEE.

SECURITY NOTES:

PSH+ No:

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ISSUE DATE:

SHEET:

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GENERAL

CONDITIONS

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

REVISION SCHEDULE

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

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ARCH RENDERINGS

& PERSPECTIVES

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

editors note: always indicate renderings are for reference only in some way. they are an impression of the project and they do not reflect all details, connections, materials, etc.

SCALE:1 LOBBY VIEW 1

SCALE:2 LOBBY VIEW 2

SCALE:3 VENDING

SCALE:4 MEN'S RESTROOM

SCALE:5 WOMEN'S RESTROOM

REVISION SCHEDULE

WFEC

DFR

O N T

AV

S

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IN

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EM

PTY

R E R U N

B

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C A R T

AN

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O G

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EXTENSION

POWERED

CONVEYOR

TUNNEL

EXTENSION

POWERED

CONVEYOR

B

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3' 0"

SP

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CONVEYOR

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DV

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ENTER

EXIT

ETD

WTMD CEIA1

EXISTING PARTITION

EXISTING PARTITION

TO BE DEMOLISHED

EXISTING DOOR

TO REMAIN

EXISTING DOOR

AND FRAME TO

BE DEMOLISHED

OR RELOCATED

ELEMENT SHOWN

DASHED TO BE

DEMOLISHED

EXIST 2'x2' LIGHT FIXTURE TO BE

DEMOLISHED - REF ELEC FOR DETAILS

EXIST 2'x4' LIGHT FIXTURE TO BE

DEMOLISHED - REF ELEC FOR DETAILS

EXIST 2'x2' RETURN TO BE

DEMOLISHED - REF MECH FOR DETAILS

EXIST SUSPENDED CEILING TILE

AND GRID TO BE DEMOLISHED

EXIST 2'x4' DIFFUSER TO BE

DEMOLISHED - REF MECH FOR DETAILS

EXIST 2'x2' DIFFUSER TO BE

DEMOLISHED - REF MECH FOR DETAILS

EXIST SUSPENDED CEILING TILE

AND GRID TO REMAIN

7 8 9 10 11

C

B

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0"

(V

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Y)

33' - 1" (VERIFY)

7'

4" (V

IF

7'

4" (V

IF

1'

3' - 10 1/2"

18 18 19

A5.011

A2

21 NOTE D11

5' - 0"

A4.20

EXISTING CONCRETE

TO REMAIN

A5.01

A2

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

0 1' 2' 10'4'

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DEMOLITION FLOOR

PLAN & CEILING

PLAN

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

DEMOLITION KEY NOTESDEMO LEGEND 01

PATCH AND REPAIR NOTES

P01 CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ALL DAMAGED FLOORING, WALLS, CEILINGS, ETC. EXISTING TO REMAIN. CONTRACTOR TO MATCH ALL EXISTING

CONDITIONS FOR ALL REQUIRED MODIFICATIONS IN RENOVATED AREAS (U.N.O.).

P02 REPAIR ALL CEILINGS TO MATCH EXISTING CEILINGS WHERE WALLS ARE TO BE DEMOLISHED AND

EXISTING CEILINGS ARE TO REMAIN AS INDICATED.

P03 WHERE PARTITIONS, EQUIPMENT, OR ACCESSORIES, ETC. ARE REMOVED AND NO REPLACEMENT

FINISH IS CALLED FOR, THE GENERAL CONTRACTOR SHALL REPAIR AND MATCH ADJACENT

FINISH.

P04 REMOVE ALL FLOOR COVERINGS AND UNDERLAYMENT WITHIN AREA OF WORK. PATCH, FILL, AND/OR LEVEL CONCRETE DECK FOR NEW SCHEDULED FLOORING

P05 REMOVE ALL EXISTING BASES AND WALL COVERINGS WITHIN SCOPE OF PROJECT U.N.O. REPAIR

AND PREP ALL SURFACES TO ACCEPT NEW FINISHES, TYP.

P06 PATCH AND REPAIR HOLES IN EXISTING WALLS TO REMAIN WHERE WALL MOUNTED ITEMS ARE

TO BE REMOVED. REFER TO ROOM FINISH LEGEND FOR FINAL FINISH.

P07 PROTECT EXISTING SPRAY APPLIED FIRE PROOFING ON ALL STRUCTURAL STEEL. RE-SPRAY ALL

AREAS DAMAGED BY DEMOLITION, IN ORDER TO MAINTAIN HOUR RATING.

P08 AT EXISTING CONCRETE FLOOR SLAB, FIRESTOP ALL HOLES LEFT AFTER DEMOLITION OF EXISTING

SLAB PENETRATIONS

P09 CONTRACTOR TO PATCH AND SEAL ALL EXISTING RATED PARTITIONS TO MAINTAIN RATING AS

REQUIRED

N

S

W E

DASHED

ARROW IS TRUE

NORTH

PLAN DIRECTION

AS INDICATED

01 EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED. CONVEY TO OWNER.

02 EXISTING DOOR, FRAME, HARDWARE + TRANSOM GLAZING & FRAMING TO BE

REMOVED & SALVAGED FOR RE-USE

03 EXISTING FREE STANDING SINK TO BE REMOVED, RELOCATE PER OWNER

DIRECTION. ASSUME THAT RELOCATION WILL BE ON AIRPORT PROPERTY.

04 EXISTING RECESSED OIL / WATER SEPARATOR BENEATH SINK TO BE REMOVED,

REF. PLUMBING DWGS.

05 EXISTING EXHAUST HOOD ABOVE WITH FIRE SUPPRESSION SYSTEM TO BE

REMOVED. RELOCATE PER OWNER DIRECTION. ASSUME THAT RELOCATION WILL

BE ON AIRPORT PROPERTY.

06 EXISTING CONTROL BOX, FIRE EXTINGUISHER & CABINET TO BE REMOVED &

CONVEYED TO THE OWNER

07 EXISTING WALL HUNG SINK TO BE REMOVED

08 EXISTING COUNTER & SINK TO BE REMOVED

09 EXISTING RECESSED FLOOR DRAIN & GRATE TO BE REMOVED, REF. PLUMBING

DWGS. INFILL VOID PER SLAB PATCH DETAIL.

10 EXISTING OVERHEAD COILING SHUTTER TO BE REMOVED

SCALE: 1/4" = 1'-0"1 ENLARGED DEMOLITION FLOOR PLAN

GENERAL DEMOLITION NOTES

D01 CONTRACTOR TO CONTACT OWNER PRIOR TO START OF DEMOLITION OF ANY AREAS

TO ALLOW OWNER TO REMOVE ANY MOVABLE EQUIPMENT SO DESIRED AND ANY

MATERIAL TO BE SALVAGED, REUSED, OR STORED.

D02 CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING

DEMOLITION AND TO ALERT ARCHITECT/ OWNER OF ANY ITEMS THAT WOULD

INTERFERE WITH PROCEEDING WITH DEMOLITION AS INDICATED.

D03 CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL

DEMOLISHED MATERIALS. LEGALLY DISPOSE OF WASTE PER ENVIRONMENTAL

PROTECTION AGENCY (EPA) REQUIREMENTS AND PER ALL STATE AND LOCAL

REGULATIONS THAT MAY APPLY.

D04 COORDINATE PHASING OF DEMOLITION WITH THE OWNER. NOTIFY IN WRITING PRIOR

TO TURNING OFF ANY UTILITIES OR LIMIT SERVICES TO OTHER PORTIONS OF THE

BUILDING

D05 CONTRACTOR TO REFER TO DRAWINGS FOR NEW WORK AND COORDINATE

DEMOLITION AS REQUIRED. SOME DEMOLITION WORK MAY BE REQUIRED BEYOND THE

AREA DEFINED IN SCOPE. REFER TO DEMO NOTES FOR OTHER DISCIPLINES AND

COORDINATE WITH THIS SHEET

D06 TEMPORARY LIGHTING SHALL BE PROVIDED BY THE CONTRACTOR WHEN & WHERE

REQUIRED.

D07 REMOVE ALL FIRE EXTINGUISHERS AND CABINETS IN WALLS TO BE DEMOLISHED AND

RETURN TO OWNER FOR FUTURE REUSE. PROVIDE A PORTABLE FIRE EXTINGUISHER ON

SITE AT ALL TIMES.

D08 IF ANY HAZARDOUS MATERIALS ARE SUSPECTED, STOP WORK AND NOTIFY THE OWNER

IMMEDIATELY.

D09 CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS,

ETC. DURING CONSTRUCTION AND PROVIDE TEMPORARY PARTITIONS AS NEEDED

D10 CONTRACTOR TO COORDINATE WITH OWNER THE DISPOSAL OR REUSE OF EXISTING

DOOR AND HARDWARE WHERE APPLICABLE.

D11 MAINTAIN CLEARANCE TO EXIT UNTIL EXIT IS RELOCATED.

SCALE: 1/4" = 1'-0"2 DEMOLITION CEILING PLAN

11 CREATE NEW WALL OPENING, COORD. WITH NEW WORK

12 EXISTING COUNTERS TO BE REMOVED

13 WALL MOUNTED ADJUSTABLE SHELVING TO BE REMOVED

14 EXISTING CEILING GRID & TILE TO BE REMOVED, REF. MEP DRAWINGS FOR

LIGHTING, SPRINKLER & FIRE ALARM SCOPE

15 EXISTING FIRE ALARM PULL STATION TO BE REMOVED

16 EXISTING EXIT SIGN OR LIGHT ABOVE TO BE RELOCATED

17 EXISTING BOTTLE FILLER TO BE REMOVED, CONVEY TO THE OWNER

18 EXISTING VENDING MACHINES TO BE RELOCATED TO NEW LOCATION

19 EXISTING COFFEE BAR TO BE REMOVED, INCLUDING WATER LINES

20 RETAIN USE OF DOOR AS A CONSTRUCTION ENTRANCE, COORD. REMOVAL &

INFILL WITH CONSTRUCTION SCHEDULE & THE OWNER TO MINIMIZE IMPACT TO

MAINTAINING A SECURE HOLDROOM

N

S

W E

DASHED

ARROW IS TRUE

NORTH

PLAN DIRECTION

AS INDICATED

21 TEMPORARY PARTITION (SHOWN DASHED): 10 FT HIGH METAL STUD WALL w/ CAP: PROVIDE 3 5/8" METAL STUDS @ 24" o.c. WITH PAINTED 1/2" MIN. DRYWALL

ON LOBBY SIDE (LEVEL 2 FINISH). BRACE BACK TO WALL AT GRID LINE A2 WITH

METAL STUDS @ 48" o.c. COVERED WITH DRYWALL. INSULATE STUD CAVITIES WITH MINERAL WOOL OR ACOUSTICAL BATTS COMPLIANT WITH VCC 720.3 (ref.

SHEET AC.01)

22 PROTECT CARPET SCHEDULED TO REMAIN

23 REMOVE EXISTING DRYWALL TO THE EXTENT NECESSARY TO EXECUTE NEW

WORK

24 EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED & SALVAGED FOR

RE-USE.

25 DEMO TANK WITH EXHAUST HOOD

REVISION SCHEDULE

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6'

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0"

160' - 0"

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

AIRCRAFT OPERATIONS AREA (AOA)

NO WORK PERMITTED

SECURE FENCE LINE

DO NOT DISTURB

SECURE FENCE LINE

DO NOT DISTURB

1.

2.

3.

SUBMIT A SITE PLAN IDENTIFYING PROPOSED

LOCATIONS OF THE FOLLOWING TO THE

OWNER & ARCHITECT FOR REVIEW &

APPROVAL:

DUMPSTER LOCATION

STAGING AREAS

PORTA-POTTY LOCATION

CURB LINE

CURB LINE

CURB LINE

CU

RB

L

IN

E

FDC

FDC

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

0 1' 2' 10' 20'4'

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OVERALL FLOOR

/SITE PLAN

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

GENERAL PLAN NOTES

N

S

W E

DASHED

ARROW IS TRUE

NORTH

PLAN DIRECTION

AS INDICATED

SCALE: 1/8" = 1'-0"1 OVERALL FIRST FLOOR / PARTIAL SITE PLAN

1.

2.

3.

VERIFY AND COORDINATE ALL CONTRACTOR PARKING WITH THE OWNER IN ADVANCE.

NO VEHICLES SHALL BE PARKED OR LEFT UNATTENDED AT THE CURB LINE IN FRONT OF OR

ADJACENT TO EITHER TERMINAL BUILDING, INCLUDING THE AREA BETWEEN. VIOLATIONS

ARE SUBJECT TO PENALTY.

NO MATERIALS OR EQUIPMENT SHALL BE PLACED WITHIN 20 FEET OF THE AIRFIELD SECURE

FENCE LINE.

REVISION SCHEDULE

1 2 3 4 5 6 7 8 9 10 11

C

B

A

A2

APPROX. NEW EXHAUST FAN

LOCATION (VIF) DO NOT DISTURB

EXISTING ROOF

EXISTING ROOF ACCESS HATCH

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

0 1' 2' 10' 20'4'

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SCALE:

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SHEET:

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ROOF PLAN

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

N

S

W E

DASHED

ARROW IS TRUE

NORTH

PLAN DIRECTION

AS INDICATED

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

REVISION SCHEDULE

ACOUSTICAL SEALANT EACH SIDE,

TOOLED FLUSH WITH DRYWALL

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSUL, FILL STUD WIDTH

5/8" TYPE-X GWB ON STEEL STUDS

AS NOTED OR

VIF

STEEL STUDS @ 16" O.C., UNO

A FULL HEIGHT PARTITION

VARIES •

NOTE:

REFER TO PARTITION WIDTH

LEGEND FOR STUD WIDTH

40 STC MINIMUM

5/8" TYPE-X GWB WALL CAP

WHERE EXPOSED

PROVIDE STRUCTURAL STUDS @

LOBBY SCREEN WALL

CEILING AS

SCHEDULED

5/8" TYPE-X GYPSUM

WALL BOARD ON STEEL

STUDS

BASE AS SCHEDULED

ACOUSTICAL SEALANT, TOOLED

FLUSH WITH DRYWALL

6"

INDEPENDENTLY BRACED PARTITION W/

DIAGONAL KICKER EVERY 4'-0" O.C. TO

STRUCTURE ABOVE. LOCATE KICKER AT

EVERY DOOR MINIMUM.

D FURRING

STEEL STUDS @ 16" O.C. AS

REQUIRED BY WALL HEIGHT. -

GAUGE AS REQ'D BY WALL HEIGHT

NOTE: REFER TO PARTITION

WIDTH LEGEND FOR STUD WIDTH

VARIES

BRACING/BRIDGING AS REQUIRED

TO MEET DEFLECTION LIMITS

METAL STUD CMU

7/8"

2 1/2"

3 5/8"

6"

11 5/8"

3 5/8"

5 5/8"

7 5/8"

NOMINAL WIDTH LEGEND

4"

8"

1 5/8"1

PARTITION TYPE

NOMINAL WIDTH

A

REFER "NOMINAL WIDTH LEGEND" FOR

PARTITION SUPPORT MEMBER SIZE (THIS PAGE)

DESIGNATION AS NOTED ON PARTITION

TYPES (LETTERS ARE NOT SEQUENTIAL)

3 PARTITION DESIGNATOR

4' - 6" MAX. 8' - 6" MAX.

43 MILS STUDS

AT WALL MOUNTED

CABINETS/ MILLWORK/

ATTACHED SHELVING

4' - 6" MAX. 8' - 6" MAX. 4' - 6" MAX. 8' - 6" MAX. 43 MILS STUDS

AT WALL MOUNTED

CABINETS/ MILLWORK/

ATTACHED SHELVING

4' - 6" MAX. 8' - 6" MAX. 4' - 6" MAX 8' -6" MAX.

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE

STUDS

OPENING

DOUBLE

STUDSDOUBLE

STUDS

DOOR

OPENING

TOP TRACK

2" WIDE 30 MILS

METAL STRAP

CEILING LINE

01 02 01 0103

050505

BLOCKING

DETAIL TYPE

30 MILS BOTTOM

TRACK (TYP.)

FLOOR LINE

FULL HEIGHT STUD PARTITIONS PARTIAL HEIGHT STUD PARTITIONS

PROVIDE DIAGONAL BRACING OF TOP TRACK

AT 48" O.C. MAX. BETWEEN FULL HEIGHT

STUDS

B

B

FOR USE WITH COAT & ROBE HOOKS,

TOWEL RACKS, TOILET TISSUE

DISPENSER, SANITARY NAPKIN

DISPOSAL, SOAP DISPENSER, TOWEL

DISPENSER

FOR USE AT MIRROR &

WALL CABINET LOCATIONS

TYPE D

TYPE B TYPE A

MIN. 47 MIL. MTL. STUDS

FACING OPPOSITE

DIRECTIONS TO ALLOW

MOUNTING PLATE

ATTACHMENT

8" MIN. DEEPER IF

REQUIRED

68 MIL. STEEL

TRACK, CLIP FLANGES

AND FOLD WEB FORMS

ATTACHMENT FLANGE

43 MIL. MTL. RUNNER

TRACK - CLIP FLANGES

TO FIT

MTL. WALL STUDS

OVER STUDS

3 5/8" MIN.

DEEPER IF

REQUIRED

FOR USE AT ALL GRAB BARS AND HANDRAILSTYPE C

MIN. 47 MIL. MTL. STUDS

8" MIN. DEEPER IF

REQUIRED

2 X 8 (MIN) WOOD

BLOCKING

MTL. STUD

GYP. BD.

CONT. 30 MIL.

4" WIDE MTL.

BACK-UP PLATE

RE

FE

R

TY

PI

CA

L M

O

UN

TI

N

G H

EI

GH

TS

RE

FE

R

TY

PI

CA

L M

O

UN

TI

N

G H

EI

GH

TS

RE

FE

R

TY

PI

CA

L M

O

UN

TI

N

G H

EI

GH

TS

RE

FE

R

TY

PI

CA

L M

O

UN

TI

N

G H

EI

GH

TS

WOOD BLOCKING

SECURED TO STUD TO

FILL STUD VOID

FOR USE WITH ALL BLOCKING AT

TYPE-S PARTITIONS

TYPE E

MIN. 47 MIL. MTL. STUDS

3 X 8 (MIN) WOOD

BLOCKING

RE

FE

R

TY

PI

CA

L M

O

UN

TI

N

G H

EI

GH

TS

WOOD BLOCKING

SECURED TO STUD TO

FILL STUD VOID

1/2" *

BLOCKING EXTENDS BEYOND

FACE OF STUD TO FILL VOID

MADE BY CHANNEL, REF

PARTITION TYPE-S

DOUBLE 30 MILS METAL

STUDS AT BOTH JAMBS,

MATCH PARTITION

STUD WIDTH

30 MILS METAL TRACK

AT FLOOR

30 MILS METAL STRAP

SPACED AT 42" O.C. FOR FULL

HEIGHT OF STUDS, EACH SIDE

30 MILS METAL TRACK

CLIP ANGLE - 43 MILS X 1-1/2"

X 1-1/2" X 3" WIDE FOR 3 5/8"

STUDS AT EACH SIDE, 5" WIDE

FOR 6" STUD WALLS

DOUBLE METAL STUDS - 43 MILS,

MATCH PARTITION STUD WIDTH

SECTION 05

SECTION 03 SECTION 01SECTION 02

SECTION 04

30 MILS METAL TRACK

C STUD - 43 MIL

CLIP ANGLE - 43 MILS X

1-1/2" X 1-1/2" X 3" WIDE

FOR 3 5/8" STUDS AT EACH

SIDE, 5" WIDE FOR 6" STUD

WALLS

DOUBLE 30 MILS METAL STUDS,

MATCH PARTITION STUD WIDTH

30 MILS METAL STRAP SPACED AT 42" O.C.

FOR FULL HEIGHT OF STUDS, EACH SIDE

30 MILS METAL TRACK AT FLOOR

30 MILS METAL SILL TRACK BELOW

CLIP ANGLE - 43 MILS X 1-1/2" X 1-1/2" X

3" WIDE FOR 3 5/8" STUDS AT EACH

SIDE, 5" WIDE FOR 6" STUD WALLS

CLIP ANGLE - 43 MILS X 1-1/2" X 1-1/2" X

3" WIDE FOR 3 5/8" STUDS, 5" WIDE FOR

6" STUD WALLS

30 MILS METAL TRACK

30 MILS METAL TRACK FOR ABOVE

OPENING FRAMING

30 MILS METAL TRACK

PANEL FASTENER & NON-CURING BUTYL

HEAVY RIBBED METAL PANEL SIDING

MATCH EXISTING

(CFMF) COLD-FORMED METAL

FRAMING, MATCH EXISTING (18 ga. MIN.)

DRYWALL

BATT INSULATION

FLUID APPLIED

MEMBRANE AIR BARRIER

EXTERIOR SHEATHING

RUBBERIZED FLASHING TO SEAL ALL

PENETRATIONS AT AIR BARRIER

BASE AS SCHEDULED

VARIES

INDEPENDENTLY BRACED PARTITION

W/ DIAGONAL KICKER EVERY 4'-0" O.C.

TO STRUCTURE ABOVE. LOCATE KICKER

AT EVERY DOOR MINIMUM.

6"

CEILING AS

SCHEDULED

C ABOVE CEILING PARTITION

SOUND ATTENUATION BATT

INSUL, FILL STUD WIDTH

ACOUSTICAL SEALANT EACH SIDE,

TOOLED FLUSH WITH DRYWALL

5/8" TYPE-X GWB ON STEEL STUDS

STEEL STUDS @ 16" O.C. AS

REQUIRED BY WALL HEIGHT. -

GAUGE AS REQ'D BY WALL HEIGHT

NOTE: REFER TO PARTITION

WIDTH LEGEND FOR STUD WIDTH

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

COPYRIGHT 2026 PSH+. USE OF THIS WORK IN WHOLE OR IN PART

IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT.

12345

1345 2

TE

M

PL

AT

E P

SH

KEY PLAN

PROJECT AREA

ISSUE:

CLIENT No:

As indicated

8/ 7/

:2

9:

P M

C:

\U se rs

\s te tte rto n\ D oc um en ts

\2

8-

S H

D S te ril e Ar ea R es tro om s_ r2

5_ st et te rto nA

FN

9J

.rv t

A3.10

PARTITION TYPES &

DETAILS

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

SCALE: 3/16" = 1'-0"2 TYPICAL PARTITION FRAMING

SCALE: 1 1/2" = 1'-0"3 TYPICAL BLOCKING DETAIL

SCALE: 3" = 1'-0"4 TYPICAL FRAMING SECTION DETAILS

GENERAL PARTITION NOTES

P01. CONSTRUCTION OF FIRE RATED PARTITIONS SHALL BE IN ACCORDANCE WITH THE TESTING DESIGN DESIGNATED.

ARCHITECTURAL DETAILS MAY NOT INDICATE EVERY REQUIRED COMPONENT OF TESTED ASSEMBLY.

P02. ONE SIDE OF GYPSUM WALLBOARD TO BE INSTALLED WHEN UNUSED SPACE (IE, UNDER STAIR, COLUMN ENCLOSURE, ETC.) OR

UNFINISHED TENANT SPACE EXISTS ON ONE SIDE, EXCEPT WHERE REQUIRED FOR FIRE RATING.

P03. PROVIDE MARKINGS ABOVE SUSPENDED CEILINGS AND IN CONCEALED SPACES TO IDENTIFY FIRE RATED PARTITIONS. SUCH

SIGNAGE SHALL BE 1" HIGH (MIN) LETTERS AND SHALL STATE THE SPECIFIC ASSEMBLY TYPE (EX. "1 HOUR FIRE BARRIER") AT

HORIZONTAL INTERVALS OF 8 FT.

P04. PROVIDE WOOD OR METAL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT, INCLUDING CASEWORK, GRAB BARS, SHELVING, HANDRAILS, TOILET PARTITIONS, ETC. REF TYP DETAILS FOR BLOCKING.

P05. PARTIAL-HEIGHT INSULATED PARTITIONS SHALL RECEIVE 1-LAYER OF CONTINUOUS 3" SOUND ATTENUATION BLANKETS ON TOP OF CEILING, EXTENDING 4'-0" FROM EACH SIDE OF PARTITION FACE, UNLESS OTHERWISE INDICATED.

P06. ALL FULL-HEIGHT PARTITIONS TO RECEIVE CONTINUOUS SEALANT AT GAP BETWEEN GYP BD & STRUCTURE ABOVE, UNO.

P07. SHAFT WALL PARTITIONS SHALL RECEIVE 2 1/2" MTL STUD BRACES OR GYP GUSSET CONNECTING STUDS SPACED VERTICALLY

4'-0" OC, UNO.

P08. ALL CEILING-HEIGHT MTL STUD PARTITIONS SHALL RECEIVE 'L' BEAD AT GYP BD CEILING CONNECTION, UNO.

P09. UNLESS NOTED OTHERWISE IN SECTIONS OR DETAILS, SPECIFIC CONNECTION REQUIREMENTS FOR COLD-FORMED FRAMING

ARE AS FOLLOWS:

CONDITION CONNECTION

STUD-TO-TRACK (2) NO. 10-16 SCREWS, W/ STUD

SECURELY SEATED IN TRACK.

MAX. GAP AT TRACK: 1/16"

STUD TRACK TO CONCRETE: (2) 0.145" POWDER ACTUATED FASTNENERS THRU TRACK AT EACH STUD, ONE PIN EACH SIDE OF

STUD, MIN. SPACING: 4", MIN. EDGE DISTANCE: 3"

STUD TRACK TO STRUCTURAL STEEL: (2) 0.145" POWDER ACTUATED FASTNENERS @ 24 O.C.

GYPSUM BOARD SHEATHING TO STUD TYPE S BUGLE HEAD SCREWS AT 12" MAX.

MINIMUM SPACING AND EDGE DISTANCE OF ALL SCREW FASTENERS: 1/2"

MINIMUM SPACING AND EDGE DISTANCE OF ALL P.A.F.'S: 1"

P10. DO NOT ANCHOR INTO OR SUPPORT LOADS FROM THE ROOF DECK ABOVE.

P11. VERIFY STUD GAUGES WITH MANUFACTURER ’S SPAN LIMITS: DESIGN STUDS FOR MAXIMUM DEFLECTION OF L/240 AT 5 PSF FOR

APPLICABLE PARTITION HEIGHT. L/360 AT TILED WALLS.

P12. STUD THICKNESS SHOWN IS MIN BASE METAL THICKNESS.

P13. SEAL AROUND ALL PENETRATIONS BY CONDUIT, PIPE, DUCTS, AND ROUGH-IN BOXES, EXCEPT WHERE FIRESTOPPING IS

PROVIDED.

P14. MINIMUM BASE METAL THICKNESS OF ALL STUDS TO BE 30 MIL. NOTE: EQUIVALENT STUDS ARE AN ACCEPTABLE ALTERNATIVE

PENDING PERFORMANCE REQUIREMENTS FOR STUD HEIGHT, DEFLECTION LIMITS, BUILDING CODES, AND PARTITION SPECIFIC

DETAILS IDENTIFIED IN CONSTRUCTION DRA

P15. PROVIDE MOISTURE RESISTANT DRYWALL TO PARTITIONS FACING TOILET ROOMS, SHOWER ROOMS, EVS CLOSETS, WATER

HEATER ROOMS, AND SIMILAR ROOMS WITH EXPOSURE TO MOISTURE.

SCALE: 3" = 1'-0"7 X2 - HEAVY RIBBED METAL SIDING

REVISION SCHEDULE

NEW CONCRETE TRENCH

OR SLAB TO BE REPAIRED

NEW COMPACTED FILL

EXISTING CONCRETE SLAB

ON GRADE (4" MIN.)

EXISTING VAPOR

BARRIER

EXISTING

POUROUS FILL

NEW PIPE AS SCHEDULED - REFER

TO PLUMBING DRAWINGS

SAW CUT MIN 1" DEEP ALONG

PERIMETER OF TRENCH

PATCH EXISTING VAPOR BARRIER

WITH NEW, 10 MIL MIN

36" MAX

3" 3"

#4 DOWEL @ 18" O.C. STAGGER EACH

SIDE, LOCATE AT MID-DEPTH, EXTEND

6" INTO NEW SLAB, 6" MIN

EMBEDMENT INTO EXISTING CONC

SLAB W/ HILTI HIT HY-200 ADHESIVE

LAP NEW BARRIER WITH EXISTING,

MINIMIZE IMPACT TO EXISTING FILL

6x6-W1.4xW1.4 WWF

TOILET ACCESSORY# TA5 TA6 TA7 TA11

ILLUSTRATION:

ACCESSORY ITEM:

RESPONSIBILITY:

BLOCKING TYPE:

SEAT COVER

DISPENSER

CFCI

A

PAPER TOWEL

DISPENSER

CFCI

A

SANITARY NAPKIN

DISPOSAL UNIT

CFCI

A

BABY CHANGING

STATION

CFCI

C

SEAT COVER

SURFACE

1.

2.

EQUIPMENT INDICATED IN DIAGRAM MAY OR MAY NOT BE USED ON THIS PROJECT. REFER TO EQUIPMENT PLAN(S), INTERIOR ELEVATIONS, ETC. FOR LOCATION AND QUANTITIES OF ITEMS.

SOAP DISPENSERS ARE INTEGRAL TO LAVATORIES.

MANUFACTURER: BOBRICK BOBRICKBOBRICK BOBRICK

" M

AX

(T O

D

IS

PE

N

SE

R)

" M

AX

" 48

MODEL NUMBER: B-3013.MBLK KB311-SSRE MBLK

NOTES:

TOILET TISSUE

DISPENSER

CFCI

C

BOBRICK

B-3588.MBLK

TA1 TA2 TA3 TA4

GRAB BAR - 18"

C

GRAB BAR - 42"

C

GRAB BAR - 36"

C

1"

M

IN18

"42"

" M

AX

" M

IN

36"

" M

AX

" M

IN

CFCI

BOBRICK

150Cx36.MBLK

CFCI

BOBRICK

150Cx42.MBLK

CFCI

BOBRICK

150Cx18.MBLK

O U

TL

ET

" M

IN

. T

O D

IS

P

B-36903.MBLKB-9254.MBLK

TA15

MOP HOLDER

W/ SHELF

CFCI

C ref. SPEC 10 28 00

" M

AX

ref. SPEC 10 28 00

" M

IN

" M

AX

" A

FF

M

AX

. T

O B

O T

O F

RE

FL

EC

TI

N G

SU

RF

AC

E

O F

M

IR

RO

R

" C

LR

" M

AX

" A

FF

M

AX

. T

O B

O T

O F

RE

FL

EC

TI

N G

SU

RF

AC

E

O F

M

IR

RO

R

MIN.

8"

" M

IN

M

IN

9"

MAX.

6"

MIN.

11"

WALL HUNG SINK RESTROOM

LAVATORY

KNEE & TOE CLEARANCE

AT LAVATORY

ACCESSIBLE

WATER CLOSET

ACCESSIBLE

WATER CLOSET

ACCESSIBLE

URINAL

STANDARD

URINAL

DRINKING FOUNTAIN

MAX.

12" 42" MIN.

6"

1"

" M

IN

39" - 41"

9"

" M

IN

1"

6"

16" - 18"

36"

12" 24"

" A

FF

M

AX

" M

AX

MIN.

13 1/2" EQ EQ EQ EQ

30" CLR MIN.

3"

S

PO

UT

H

T.

16"

" 31

" S

PO

UT

H T.

54" MIN.

M

IN

9"

CE

N

TE

R

O F

LI

GH

T

FI

XT

UR

E, U

N O

7'

0"

15"

AD

JA

CE

N

T W

AL

L

24"

42"

" M

IN

OUTLET

DISPENSER ZONE

1/

2" M

IN

" M

IN

" M

AX

ACCESSIBLE WALL HUNG

SINK WITH EYEWASH

15"

CLEAR FLOOR SPACE @ LAVATORIES -

EXISTING FACILITIES

CLEAR FLOOR SPACE @ WALL MTD. ELEMENT (SINK

OR DRINKING FOUNTAIN) - EXISTING FACILITIES

48" MIN

" M

IN

" M

IN

48" MIN

EQ

EQ

EQ

EQ

PROVIDE INSULATED

KNEE PROTECTION

PROVIDE INSULATED

KNEE PROTECTION

* THE FRONT OF LAVATORIES AND SINKS SHALL

BE 34" MAX ABOVE THE FLOOR, MEASURED TO

THE HIGHER OF THE RIM OR COUNTER SURFACE

7"-9"

CLEAR FLOOR SPACE @ LAVATORIES -

NEW FACILITIES

CLEAR FLOOR SPACE @ WALL MTD. ELEMENT (SINK

OR DRINKING FOUNTAIN) - NEW FACILITIES

52" MIN

" M

IN

" M

IN

52" MIN

EQ

EQ

EQ

EQ

CLEAR FLOOR SPACE -

RECTANGLE 30"x48"

TURNING SPACE -

CIRCULAR

x

ALCOVE CLEAR SPACE

(FORWARD APPROACH) -

RECTANGLE 36"x48"

ALCOVE CLEAR SPACE

(PARALLEL APPROACH) -

RECTANGLE 30"x60" x

4'

0"

3' - 0"

2'

6"

5' - 0"

TURNING SPACE -

T-SHAPED

3'

0" 2'

0"

TURNING SPACE - KNEE

AND TOE CLEARANCE

CIRCULAR OVERLAP

TURNING SPACE -

T-SHAPED KNEE AND TOE

CLEARANCE OVERLAP

" M

AX

1' - 0" 3' - 0" 1' - 0"

5'

0"

5' - 0"5' - 0"

4' - 0"

2'

6"

ARM

BA

SE

RE

F

PL

AN

S

E

LE

VA

TI

O N

S

" A

FF

T

YP

, U

.N .O

QUAD

OUTLETDESCRIPTION

PLAN

DESIGNATION

FINISHED FLOOR

ELEVATION

DESIGNATION

ABBREVIATIONS

AND NOTES

EMERGENCY POWER (WHERE LABELLED)

DATA

TELEVISION (CABLE LINE)

SWITCH

PANIC BUTTON

E = D =

TV =

S =

PB =

DUPLEX

OUTLET

D

CL

NURSE CALL (STAFF COMMUNICATION)

CALL BELL (PATIENT COMMUNICATION)

AUTO OPERATOR (DOOR)

CARD READER

USB

NC =

CB =

AO =

CR =

U =

WALL AND SURFACE MOUNTED DEVICES

TV

S AO CR CB PB NC

RE

F

EL

EV

AT

IO

N S

" A

FF

T

YP

, U

.N .O

TV

RESPONSIBILITY

NOTES:

PROVIDE MOUNTING FOR ALL WALL DEVICES. REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS

GFCI LOCATIONS AS REQUIRED BY CODE. REFER TO ELECTRICAL DRAWNGS

MOUNT DEVICE 4" TO CENTERLINE ABOVE COUNTERTOP BACKSPLASH WHERE DEVICE IS SHOWN ABOVE COUNTER SURFACE MOUNTED OUTLETS TO BE RECESSED IN FLOOR OR COUNTERTOP WHERE INDICATED IN PLAN. FLOOR

MOUNTED OUTLETS TO HAVE FIRE RATED JUNCTION BOX TO MATCH REQUIRED FLOOR RATING

S CRAO CB PB NC

CFCI CFCI CFCI CFCI CFCI CFCI CFCI CFCI CFCI CFCI

1.

2.

3.

ADDITIONAL NOTES:

WALL DEVICES INDICATED IN DIAGRAM MAY OR MAY NOT BE USED ON THIS PROJECT. REF TO FLOOR PLAN(S), AND ELEVATION(S), FOR LOCATIONS & QUANTITIES OF ITEMS. CONTRACTOR TO NOTIFY ARCHITECT BETWEEN ANY DISCREPENCIES BETWEEN ELECTRICAL DRAWINGS & ARCHITECTURAL DRAWINGS. CONTRACTOR TO CONFIRM WITH OWNER ALL REQUIREMENTS FOR OWNER FURNISHED, CONTRACTOR INSTALLED (OFCI) ITEMS.

ALL WALL DEVICES TO HAVE STANDARD SIZE BUILDING STANDARD COVER PLATES IN SCOPE OF WORK UNLESS OTHERWISE NOTED. (OVERSIZED PLATES ARE NOT ACCEPTABLE.)

ALL WIRING DEVICES TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE.

CL

U

CFCI

U

OUTLET

WITH USB

QUAD W/

EMERGENCY

POWER

E

CFCI

E

DUPLEX W/

EMERGENCY

POWER

E

CFCI

E

FINISHED FLOOR

AP

AP

CFCI

AL

AL

CFCI

WALL PHONE

AIPHONE (INTERCOM WITH MONITOR)

ALARM PANEL

SENSOR (PRESSURE, TEMP, AND/OR RH AS SPECIFIED)

SYSTEMS MONITOR (AS SPECIFIED)

PH =

AP =

AL =

PS =

M =

CFCI

QUAD OUTLET

(SURFACE MOUNTED)

DUPLEX OUTLET

(SURFACE MOUNTED)

CFCI

DATA DEVICE

(SURFACE MOUNTED)

CFCI

E E

CFCI CFCI

CL

CL

SYSTEMS MONITOR

(REF MEP DRAWINGS)

SYSTEMS SENSOR

(REF MEP DRAWINGS)

M PS

M

PS

RE

F

PL

AN

S

" A

FF

T

YP

, U

.N .O

RE

F

PL

AN

S

" A

FF

T

YP

, U

.N .O

FILLED SYMBOL

INDICATES FIXTURE

ABOVE 18" AFF

PH

PH

CFCI

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

COPYRIGHT 2026 PSH+. USE OF THIS WORK IN WHOLE OR IN PART

IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT.

12345

1345 2

TE

M

PL

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E P

SH

KEY PLAN

PROJECT AREA

ISSUE:

CLIENT No:

As indicated

8/ 7/

:2

9:

P M

C:

\U se rs

\s te tte rto n\ D oc um en ts

\2

8-

S H

D S te ril e Ar ea R es tro om s_ r2

5_ st et te rto nA

FN

9J

.rv t

A3.21

GENERAL DETAILS

AUGUST 7, 2026

2218-04

77 Aviation Circle Weyers Cave, VA 24486

Air Carrier Terminal Restrooms

BID DOCUMENTS

TBD

SCALE: 1" = 1'-0"1 SLAB ON GRADE PATCH DETAIL

SCALE: 1/2" = 1'-0"2 STANDARDS - TOILET FIXTURE MOUNTING DIAGRAMS

SCALE: 1/4" = 1'-0"3 ACCESSIBLE TURNING SPACE AND CLEAR SPACE - EXISTING FACILITIES

REVISION SCHEDULE

9 10 11

B

121 SF

WOMEN

115B

101 SF

MEN

115C

155 SF

VENDING

115E

A5.01

A4.20

A4.205

A4.20 31

3' - 6"5' - 0"

0"

(V

IF

7' - 10 3/4"

33 SF

JAN

53 SF

ELECTRICAL

15 SF

JANITOR

185 SF

WOMEN

A5.01

TA7

TA7

D3

5'

3/

8"

VI

F

3'

6"

3' - 6"3' - 6"3' - 9"

1"

5' - 0"

NEW CONCRETE SLAB ON

GRADE

AL

IG

N

AL

IG

N

C3

C3

D3

A3

D3

D3

D3

6 5/8"

9' - 5 3/4"

A5.011

EXTENT OF SOFFIT ABOVE SHOWN DASHED,

ALIGN w/ EXISTING PILASTER.

PROVIDE 1/2" REVEAL EACH END

EXTENT OF SOFFIT ABOVE SHOWN DASHED,

ALIGN w/ EXISTING PILASTER.

PROVIDE 1/2" REVEAL EACH END

36 SF

WOMEN

VESTIBULE

115A

26 SF

MENS

VESTIBULE

115D

2'

8"

6"

A2

6 1/8"

AL

IG

N

AL

IG

N

VIF

4' - 8 1/8" (+/-)

VI

F

6'

1/

2"

4'

0" 2'

1/ 8"

VI

F

2' - 7 1/2"

FD FD

A3

A3

SIM

SLOPE, MATCH EXISTING

TA15

A3

TA7

TA7

7"

A3

A6

TA5

TA2

TA1

TA3

TA4

TA6 TA3

TA4

TA1

TA5

TA2

TA14

TA14

TA1TA6

FD

A4.20

1755 SF

LOBBY

EXISTING CONCRETE SLAB

ON GRADE TO REMAIN

EXISTING CONCRETE SLAB

ON GRADE TO REMAIN

1'

1/

4" 1'

3/ 4"

EQ

EQ

1'

3"

EQ

EQ

HOLD

52" MIN. CLEAR

1' - 0"

NEW PARTITION

EXISTING PARTITION

DASHED ELEMENTS ARE

OFOI EQUIPMENT OR

FURNISHING U.N.O.

NEW DOOR

EXISTING DOOR

TO REMAIN

SCALE: 1/2" = 1'-0"

0 6" 1' 2' 5'

PSH+ No:

SCALE:

ISSUE DATE:

SHEET:

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