QWO combined drawings.pdf

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5 5

EXISTING 8" CMU TYP.

EXISTING 8" CMU TYP.

BUILDING FLOOR PLAN

NOT TO SCALEA001

7BATHROOM

13 13 13

131313

06/02/2025

MGR: ENGINEERING - FORT WORTH

LONDON

QWO-18061596-A001

ARSR

QWO ARSR - LONDON, OHIO

REMOVE EXTERIOR SIDING & REFURB INTERIOR

q w o -1

-a

.d g

INFRASTRUCTURE

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

C O

N S

T R

U

IO

THIS DRAWING PRODUCED ON THE AGL REGION CAD SYSTEM

PROJECT ENGINEER

18061596

OH

RESTROOM

REPLACE DAMAGED TILES WHERE THE WALL WILL BE REMOVED. CONTRACTORS TO REPLACE BY MATCHING MATERIAL AND SIZING.

REPLACE DAMAGED ACOUSTIC CEILING PANELS UP TO 50%. CONTRACTORS TO REPLACE BY MATCHING MATERIALS AND SIZING.

ADD PANIC HARDWARE TO THE DOORS AS INDICATED.

NEW 8' X 4' CANOPY TO BE INSTALLED ABOVE THE DOORWAY OF THE OFFICE ON THE NORTH SIDE OF BUILDING

EMERGENCY EXIT LIGHT SHALL BE INSTALLED AND WIRED IN BY THE CONTRACTORS AT THE EGRESS DOOR OF THE OFFICE

UNDER CABINET LIGHTING MUST BE INSTALLED IN THE NEW BREAK ROOM.

REMOVAL. ADDITIONAL WIRING MAY BE REQUIRED.

PROPOSED AC CONTROL LOCATION. CONTRACTOR MUST COORDINATE NEW LOCATION WITH SSCM, SITE TECH., AND RE PRIOR TO

TILES NEAR THE RADIO RACK EQUATING TO APPROXIMATELY 12 SQ FT, (3) 2' x 2' TILES.

REPAIR/REPLACE FLOORING, WALLS, AND CEILINGS THROUGHOUT THE FACILITY. THIS CONSIST OF ABATING EXISTING ASBESTOS

REMOVE EXISTING LIGHT SWITCH AND REPLACE IT WITH A NEW 2 WAY LIGHT SWITCH IN THE RESTROOM.

ARSR BUILDING. REFERENCE QWO-18061596-A005 FOR WINDOW AND DOOR SCHEDULES.

REPLACE THE OFFICE WINDOW AND BOTH INSIDE AND OUTSIDE OFFICE DOORS LOCATED ON THE NORTH SIDE OF THE

INSTALLED TO REPLACE THE EXISTING FAN THAT IS REMOVED.

REPLACE THE ENTIRE RESTROOM AND INSTALL A NEW TANKLESS WATER HEATER TANK NEAR THE SINK. A NEW FAN SHALL BE

NEW LED RESTROOM LIGHTS SHALL BE INSTALLED BY CONTRACTORS TO REPLACE THE EXISTING LIGHTS.

NOTES:

BREAK

ROOM

OFFICE

EQUIPMENT

ENGINE

GENERATOR

EXISTING SPACE HEATERS

4-INCH METAL STUDS AT 16" ON CENTER

FIBERGLASS BATT INSULATION

1/2 -INCH DIAMETER ASTM F1554 STEEL SECURITY BARS AT WINDOW PER FAA ORDER 1600.69D

CUT AND FIT 8-INCH MASONRY INFILL AROUND VENT PIPE

NEW 8-INCH MASONRY INFILL

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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8 1234567

DRAWING NO

DESIGNED

REVIEWED BY

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APPROVED

8 234567

IS

qwo-18061596-a001

2025-06-24T13:36:38-0500

FEKADU M WAKTOLA

2025-06-24T13:24:01-0500

ALAN RAY STRINGFELLOW

QWO-18061596-A002

PLANS AND ELEVATIONS

BREAK ROOM LAYOUT

NOTTO SCALEA002

EAST VIEW OF BREAK ROOM

NOT TO SCALEA002

NORTH VIEW OF BREAK ROOM

NOT TO SCALEA002

10 11

11 10 11

TWH-

:1

:3 lo tt e

KEY NOTES:

WITH RE AND SSCM, IF A HAND HOLD WITH COVER IS DESIRED OR REQUIRED.

COMBO FITTING WITH CLEAN-OUT ACCESS LOCATED ON SOUTH SIDE. CONTRACTOR MUST COORDINATE

WITH THE RE AND SSCM, IF A VENT COVER IS DESIRED OR REQUIRED.

STATE AND/OR LOCAL CODES. COORDINATEEXTEND ABOVE THE EXISTING IN-SITU ROOF, AS DIRECTED BY

INTERFERE WITH EITHER THE ROOF SOFFIT OR THE NEW GUTTERS BEING PLACED. VENT STACK MUST

GREATER THAN 4'-0" ON CENTER. CONTRACTOR MUST ROUTE VENT PIPE SUCH THAT IT DOES NOT

STAND-OFF SUPPORT BRACKETS WITH MASONRY (I.E., TAP CON OR EQUIVALENT) AS INDICATED, WITH NO

VERTICAL ABS SEWER VENT PIPE ATTACHED TO EXISTING IN-SITU 8-INCH EXTERIOR WALL WITH 1 1/2"

SIDE OF THE EXISTING IN-SITU SEPTIC TANK.

ARSR BUILDING. CONTRACTOR MUST PLACE PIPE WITH A SLIGHT DOWNWARD SLOPE TOWARDS THE SOUTH

BLACK ABS SEWER PIPE LEADING TO IN-SITU SEPTIC TANK, LOCATED AT THE NORTHEAST CORNER OF THE

REQUIREMENTS. CONTRACTOR MUST SECURE THE CONDUIT.

UNDER CABINET LED LIGHTING, INSIDE 3/4" EMT CONDUIT, PER FAA STANDARDS AND MEETING ANY NEC

WATER LINE

ELECTRICAL RECEPTICLE

SWITCH TO TURN UNDER CABINET LED LIGHTING ON/OFF.

QUANTITY AND COMUNICATE WITH THE RE AND SSCM, IF THE FAA'S PERCENTAGE IS EITHER LOW OR HIGH.

ESTIMATES APPROXIMATELY 10% MAY NEED TO BE REMOVED AND REPLACED. CONTRACTOR TO TRACK

SSCM TO DETERMINE WHICH TILES NEED TO BE REMOVED AND REPLACED. FOR BIDDING PURPOSES, THE FAA

EXISTING IN-SITU CEILING GRID AND 2' x 2' CEILING TILES. CONTRACTOR MUST COORDINATE WITH RE AND

NEW VINYL BASE BOARD MUST BE PROVIDED FOR EQUIPMENT ROOM, BREAK ROOM, AND OFFICE.

FAA AND NEC STANDARDS.

MUST CONFIRM WHICH PANELS ARE TO BE USED FOR THE KITCHEN AND PROPERLY LABEL THE CIRCUITS PER

NEUTRAL, AND GROUND). SPARE BREAKERS MUST BE LOCATED IN AN ESSENTIAL PANEL. THE CONTRACTOR

AND SSCM. WITHIN THE 3/4" EMT CONDUIT, THERE MUST BE (3) #12 AWG WIRES, ONE FOR EACH (HOT, FAA IS ASKING THE CONTRACTOR TO COORDINATE THE METHOD OF ATTACHMENT WITH THE RE, SITE TECH.

KITCHEN. THE ELECTRIC TANKLESS WATER HEATER IS SHOWN TO BE HARD-WIRED, HOWEVER THE

NEW RECEPTACLES, SWITCHES, AND UNDER-CABINET LED LIGHTS ARE TO BE INSTALLED IN THE NEW

SOURCE, ROUTING, AND LABELING WITH THE RE, SSCM, AND SITE TECH.

INSTALLED IN ACCORDANCE WITH FAA AND NEC STANDARDS. THE CONTRACTOR MUST COORDINATE THE

SPECIFICATIONS), IN 3/4" EMT CONDUIT (FASTENERS AT NO GREATER THAN 36-INCHES ON CENTER, AND

INTENTION THAT ALL ELECTRICAL WIRING BE VISIBLE, SURFACE MOUNTED, LABELED (REFERENCE

INSTALLED IN ACCORDANCE WITH FAA AND NEC STANDARDS (NEC 70, TABLE 210.8A). IT IS THE FAA'S

SWITCHES, RECEPTACLES, ETC. NEED TO BE RATED FOR 120V. ALL RECEPTICLES MUST BE GFCI AND

TANKLESS WATER HEATER, TO BE INSTALLED BELOW THE KITCHEN'S SINK. THE REST OF THE KITCHEN'S

HOW OF THIS TASK. THE KITCHEN WILL REQUIRE ONE 240V DEDICATED CIRCUIT FOR THE ELECTRIC

THE KITCHEN. THIS WILL INVOLVE THE RE, SSCM, AND THE SITE TECH. TO DETERMINE THE WHERE AND

THE CONTRACTOR MUST DISCUSS AND COORDINATE THE ELECTRICAL NEEDS FOR THE NEW LOCATION OF

EXISTING 8-INCH IN-SITU CMU, UNLESS DIRECTED OTHERWISE BY THE RE AND SSCM.

LABELED (REFERENCE SPECIFICATIONS), ROUTED, AND MAY BE SURFACE MOUNTED AND FASTENED TO THE

FORMAT FOR DOCUMENTATION AND REVIEW BY THE RE, SSCM, PEL, AND CO. THE WATER LINE MUST BE

AFTERWARDS, THE CONTRACTOR MUST SUBMIT HIS/HER THOUGHTS, MATERIALS, ETC. IN WRITTEN

DISCUSS HIS/HER PROPOSED THOUGHTS, MATERIALS, ETC. WITH THE RE, SSCM, AND SITE TECH.

AT THE SOUTHEAST CORNER) OF THE BUILDING'S EQUIPMENT ROOM. THE CONTRACTOR WILL NEED TO

GROUND WELL LOCATED SOUTH OF THE BUILDING, IS ROUTED INTO THE BUILDING'S BATHROOM (LOCATED

ETC. WITH THE RE, SSCM, AND SITE TECH. IT IS OUR UNDERSTANDING THAT THE WATER COMES FROM A

TANKLESS WATER HEATER. THE CONTRACTOR MUST DISCUSS HIS/HER PROPOSED THOUGHTS, MATERIALS, THE CONTRACTOR MUST LOCATE AND ROUTE WATER TO THE NEW KITCHEN'S SINK AND TO THE ELECTRIC

KITCHEN SINK.

REQUIRED TO ACCOMPLISH THE INSTALLATION OF THE NEW DRAIN LINE FROM THE RELOCATED NEW

GRADE (TO AT LEAST 95% STANDARD PROCTOR) AND REPLACE ANY ASPHALT THAT MAY HAVE BEEN

REPORT HIS/HER FINDINGS TO THE PEL AND CO. ONLY AFTER THIS, CAN THE CONTRACTOR BACKFILL THE

INSTALLED THE CONTRACTOR MUST NOTIFY THE RE, SUCH THAT HE/SHE CAN OBSERVE, DOCUMENT, AND

AND CORE/DRILL A HOLE IN THE SOUTH SIDE OF THE SEPTIC TANK FOR THE NEW DRAIN-LINE. ONCE

OBSTRUCTIONS LEADING TO THE SEPTIC TANK. THE CONTRACTOR MAY NEED TO REMOVE SOME ASPHALT

CORNER OF THE ARSR BUILDING. THE CONTRACTOR MUST VERIFY THAT THERE ARE NO UNDERGROUND

EXISTING IN-SITU SEPTIC TANK LOCATED AT THE NORTHEASTAND HAVE A GRADUAL SLOPE TOWARD THE

VENT/DRAIN STACK MUST TRANSITION TO A HORIZONTAL CONFIGURATION ONCE IT ENTERS THE SUBGRADE

OFFICER (CO). THE WORK MUST NOT COMMENCE WITHOUT WRITTEN APPROVAL BY THE CO. THE

PROPOSED ALTERNATE TO BE SUBMITTED, REVIEWED, AND APPROVED BY THE RE, PEL, AND CONTRACTING

DISCUSSES HIS/HER PROPOSED ALTERNATE CONFIGURATION WITH THE RE, AND DOCUMENTS THE

MUST BE INSTALLED AS SHOWN, UNLESS THE CONTRACTOR PROPOSES AN ALTERNATE CONFIGURATION, EAST WALL, AS SHOWN IN THESE DOCUMENTS. THE NEW VERTICAL VENT/DRAIN STACKEXTERIOR OF THE

NEW DRAIN WILL CONNECT DIRECTLY INTO A NEW VERTICAL VENT/DRAIN STACK TO BE INSTALLED AT THE

OBSTRUCTIONS, AND COORDINATE WITH THE RE PRIOR TO ANY DRILLING/CORING OF THE CMU WALL. THE

HEIGHT AND LOCATION OF THE NEW WALL PENETRATION, MAKE SURE THERE ARE NO EXISTING

IN-SITU 8-INCH CONCRETE MASONRY UNIT (CMU) WALL. THE CONTRACTOR MUST VERIFY THE PROPOSED

THE NEW KITCHEN SINK'S DRAIN LINE MUST BE INSTALLED SUCH THAT IT PENETRATES THE EXISTING

PROJECT SPECIFICATIONS.

THE CABINETS AND COUNTER TOP WILL ALL BE COVERED IN PLASTIC LAMINATE, AS INDICATED IN THE

INFORMATION.

WATER HEATER INSTALLED BELOW THE SINK. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

(SURFACE MOUNTED), A KITCHEN TYPE FAUCET, REFRIGERATOR, MICROWAVE, AND AN ELECTRIC TANKLESS

THE NEW KITCHEN WILL HAVE ALL NEW CABINETS (UPPER AND LOWER), A STAINLESS STEEL KITCHEN SINK

IN SECTIONS 1 AND 2 ON QWO-18061596-A003, AS WELL AS IN THE SPECIFICATIONS.

ADDITIONAL KITCHEN CABINET INFORMATION IS SHOWN2 AND 3, ALSO ON THIS SHEET FOR DIMENSIONS.

LOCATION AND CONFIGURATION OF THE NEW KITCHEN IS AS SHOWN ON THIS SHEET. REFERENCE SECTIONS

3/A002

/A

PAINT WALL(S) WHITE PER SPECIFICATIONS

FAUCET (REFERENCE SPECIFICATIONS)

BRAIDED HOSES TO FAUCET

2-WAY HOT WATER VALVE

3-WAY COLD WATER VALVE

240 VOLT

KEYNOTES:

qwo-18061596-a002

2025-06-24T13:36:46-0500

FEKADU M WAKTOLA

2025-06-24T13:24:06-0500

ALAN RAY STRINGFELLOW

FITTING

COMBO

SANITARY TEE

ABS PIPE

1-1/2" BLACK

PLASTIC

THIN-WALLED

ABS: 3" BLACK

AT 4'-0" MAX., O.C.

WALL BRACKET

MASONRY ANCHORS

(2) 3/8" TAP CON

8" CMU

EXISTING

SPRAYER, REFERENCE SPECIFICATIONS

KITCHEN FAUCET WITH PULL DOWN

PVC P-TRAP

STANDARD

SPECIFICATIONS

KITCHEN SINK, REFERENCE

TOP MOUNT STAINLESS STEEL

PLASTIC LAMINATE

TO BE COVERED WITH

BOTTOM OF CABINET,

WALL

FLANGE AT

WITH CLIPS AT 3'-0" O.C.

3/4" ELECTRICAL CONDUIT

OR RECEPTICAL

ELECTRICAL SWITCH

OUTLET

240V GFCI

HEATER

WATER

TANKLESS

WITH SEMI-GLOSS IN REGAL WHITE

FINISHED WALL SURFACE WILL BE PAINTED

SCRIBE TO WALL

LED UNDERCABINET LIGHTS

QWO-18061596-A003

KITCHEN PLAN DETAILS

BASE CABINET WITH SINK & UPPER CABINET

NOT TO SCALEA003

BASE AND UPPER CABINET

NOT TO SCALEA003

CLAIRTY

HOSES NOT SHOWN FOR

SHUT OFF VALVES AND

REFERENCE SPECIFICATIONS

FOR TOP AND BOTTOM CABINETS,

DOOR FRONTS - PLASTIC LAMINATE

DRAWER ASSEMBLY

REFERENCE

TYP., U.N.O.,

PLASTIC LAMINATE

DRAWER ASSEMBLIES,

SHELVES, AND

CABINET INTERIORS,

BASEBOARD REFERENCE

FINISHED FLOOR

BACKSPLASH, REFERENCE

COUNTER TOP WITH INTEGRAL

DRAWER PULL

BOTTOM CABINETS

SYSTEM TYPICAL FOR TOP AND

ADJUSTABLE SHELF SUPPORT

DOOR PULL

:3 lo tt e qwo-18061596-a003

2025-06-24T13:36:53-0500

FEKADU M WAKTOLA

2025-06-24T13:24:11-0500

ALAN RAY STRINGFELLOW

QWO-18061596-A004

RESTROOM PLAN

MIRROR

PAPER TOWEL DISPENSER

WALL MOUNTED SINK

TOILET

ELONGATED

PIPE

PLUMBING

SIDE VIEW

NOT TO SCALEA004

FRONT VIEW

TOP VIEW

TOILET BOWL

ELONGATED

SINK VIEW

@ 12" O.C. MAX

METAL FASTENERS

ANCHORS TYP.

3/8" DIA. TAPCON

FASTEN TO CMU WALL

VALVE WITH FLANGES TO

ANCHORS TYP.

3/8" DIA. TAPCON

BRAIDED HOSE

lo tt e

ALL EXISTING PLUMBING IN THE SINK WILL BE REDONE AND THE FLOOR

UNDERNEATH THE SINK WILL REPAIRED.

THE EXISTING CABINET THAT IS UNDERNEATH THE CURRENT SINK WILL

BE REMOVED AND ALL HOLES/PENETRATIONS WILL BE REPAIRED. THE

WALL WILL BE PAINTED TO MATCH THE EXISTING WALL IN THE

RESTROOM.

THE EXISTING SINK WILL BE REPLACED WITH A WALL RECTANGULAR

STAINLESS STEEL WALL MOUNTED SINK WITH OPEN PLUMBING AT THE

BOTTOM. NEW PLUMBING WILL NEED TO BE INSTALLED BY

CONTRACTORS FOR THE SINK.

A NEW INSTANT TANKLESS WATER HEATER WILL BE INSTALLED IN THE

RESTROOM FOR THE SINK TO UTILIZE. NEW PLUMBING AND ELECTRICAL

WILL BE INSTALLED BY CONTRACTORS TO CONNECT THE INSTANT

TANKLESS WATER HEATER. LOCATION OF THE TANKLESS WATER

HEATER WILL BE DEPENDENT ON THE SSC.

A MIRROR WILL BE INSTALLED ABOVE THE SINK WITH A PAPER TOWEL

DISPENSER ON THE WALL NEXT TO IT. THE PAPER TOWEL DISPENSER

WILL BE SITTING 36' - 48" ABOVE THE GROUND WHILE THE MIRROR WILL

BE SITTING A MAXIMUM OF 40".

AN ELECTRIC OUTLET SHALL BE INSTALLED TO BE USED IN THE

RESTROOM FOR THE TANKLESS WATER HEATER.

NEW PLUMBING WORK TO BE INSTALLED FROM THE TANKLESS WATER

HEATER TO THE SINK.

ELECTRICAL CONDUIT FASTENED TO CMU WITH METAL FASTENERS

AND 3/8" DIA. TAPCON ANCHORS

THE EXISTING EXHAUST FAN WILL BE REPLACED WITH A NEW EXHAUST

FAN. THIS WILL BE CONNECTED TO THE NEW 2 WAY LIGHT SWITCH.

NEW RECEPTACLES, SWITCHES, AND LIGHTS IN THE RESTROOM WILL BE

CONNECTED TO AN EXISTING SPARE BREAKER. 3/4" EMT CONDUIT WILL BE

RAN FROM THE SWITCH TO THE SPARE BREAKER AND FROM A RECEPTACLE TO

THE POWER PANEL. EACH POWER PANEL WILL BE CONNECTED TOGETHER

WITH A 3/4'' EMT CONDUIT. WITHIN THE EMT CONDUIT (3) #12 AWG WIRE

WILL BE RAN, ONE FOR EACH (HOT, NEUTRAL, GROUND). SPARE BREAKERS

MUST BE IN AN ESSENTIAL PANEL BOARD. CONFIRM THE LOCATION OF THE

PANEL WITH SITE TECH/SSC/RE.

WITH THE NEW PLUMBING UNDER THE SINK BEING FIXED, A NEW

WATER LINE WILL BE INSTALLED TO THE TOILET.

RESTROOM NOTES

18 5/8" MIN

LEGEND

$$ TWO WAY SWITCH

qwo-18061596-a004

2025-06-24T13:37:00-0500

FEKADU M WAKTOLA

2025-06-24T13:24:16-0500

ALAN RAY STRINGFELLOW

QWO-18061596-A005

DOORS, WINDOW, AND WALL FINISH SCHEDULE

SINGLE

EXTERIOR SINGLE RABBET SECURITY FRAMES

DOOR SCHEDULE

DOOR TYPE

DOOR FRAME DETAIL

HARDWARE

PANIC

COMMENT

SIZE

MATERIAL FINISH UNDERCUT TYPE MATERIAL FINISH HEAD SILL JAMB

WIDTH HEIGHT THICKNESS

OFFICE A 3' - 0" 7' - 0" 0' - 1 3/4" HM FACTORY ENAMEL 1/2" 02 HM FACTORY ENAMEL F8/A623 A8/A623 D8/A623

KITCHEN A 3' - 0" 7' - 0" 0' - 1 3/4" HM FACTORY ENAMEL 1/2" 02 HM FACTORY ENAMEL F8/A623 A8/A623 D8/A623

OUTSIDE OFFICE A 3' - 0" 7' - 0" 0' - 1 3/4" HM FACTORY ENAMEL 1/2" 01 HM FACTORY ENAMEL F6/A623 A6/A623 D6/A623

REINSTALLED IN THE NEW DOOR.

EXISTING KEY CORE FOR THE EXTERIOR OFFICE DOOR MUST BE -

ALL DOOR FRAMES TO BE FACTORY FINISHED, ONE-PIECE TYPE-

NOTE:

BE IN ACCORDANCE WITH APPLICABLE CODES, REFER TO SPECIFICATIONS.THE SCHEDULED FLOOR FINISHES SHALL

FLAME SPREAD & SMOKE DEVELOPED INDEXES OF THE SCHEDULED WALL AND CEILING FINISHES AND CLASSIFICATION OF11.

FIRE EQUIPMENT SHALL BE PAINTED RED.

ALL SURFACE-MOUNTED CONDUIT SHALL BE PAINTED TO MATCH ADJACENT WALL. CONDUIT EXCLUSIVELY ALLOCATED TO10.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS OR WARNINGS.9.

MECHANICAL OR ELECTRICAL EQUIPMENT.

EPX UNLESS OTHERWISE REQUIRED BY CODE. COORDINATE WITH MECHANICAL / ELECTRICAL FOR FINISHES ON

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED SUPPORTING EQUIPMENT SHALL BE PAINTED8.

ON SCHEDULE. FIRE PROTECTION PIPING COLOR SHALL BE SAFETY RED.THE PAINT COLOR SHALL BE AS INDICATED

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS STEEL, PIPING, HANGERS, VALVES AND CONDUIT.7.

AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES.6.

ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED WITH EPOXY, SEE SCHEDULE.5.

INTERIOR CAULKING SHALL MATCH ADJACENT WALL FINISH COLOR.4.

ALL METAL FABRICATIONS AND HANDRAILS SHALL BE PAINTED STI.3.

ALL DOOR FRAMES SHALL BE PAINTED AP3.2.

UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL SHALL BE PAINTED EPX.1.

BUILDING FINISHES AND WINDOW SCHEDULE NOTES

EXISTING KEY CORE THE EXTERIOR OFFICE DOOR MUST BE REINSTALLED IN THE NEW DOOR.15.

REPLACE DOOR & FRAME IN PLACE.

SUBCONTRACTOR'S OPTION EITHER HAVE THE DOOR CERTIFIED FOR FIRE RATING ORHAVE FIRE RATING LABEL, AT THE

DOOR & FRAME THAT IS PART OF FIRE RATED CONSTRUCTION SHALL HAVE A FIRE RATING LABEL. IF DOOR DOES NOT14.

ALL EXISTING DOOR DIMENSIONS SHALL BE VERIFIED IN FIELD.13.

ALL NEW AND EXISTING DOOR HARDWARE SHALL BE IN ACCORDANCE WITH FEDERAL ACCESSIBILITY GUIDELINES.12.

DIRECTION OF EGRESS.

DOORS EQUIPPED WITH PANIC HARDWARE SHALL BE OPENABLE WITH A MAXIMUM FORCE OF 15 LBS AS APPLIED IN THE11.

AND OWNER BEFORE INSTALLATION.

ALL SCHEDULED DOORS, FRAMES, AND HARDWARE SHALL BE APPROVED DURING SHOP DRAWING REVIEW BY ENGINEER10.

1003.3.1.8)

MOVEMENT OF EQUIPMENT, MANUALLY OPERATED EDGE OR SURFACE MOUNTED BOLTS MAY BE USED. 2018 IBC, OPERATION. (EXCEPTION: WHERE A PAIR OF DOORS SERVING A ROOM NOT NORMALLY OCCUPIED IS NEEDED FOR THE

KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE

BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR

RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOTTHAT MAY BE USED TO CLOSE OR

MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE9.

FRAMES.

THE SUBCONTRACTOR SHALL FIELD VERIFY DOOR ROUGH OPENINGS WALLS PRIOR TO FABRICATION OF DOORS AND8.

DOOR AND DOOR FRAME FINISH SHALL BE AS SPECIFIED.7.

ALL HARDWARE SHALL BE LEVER TYPE EXCEPT WHERE PANIC HARDWARE OCCURS.6.

CLOSERS, ETC.

ALL FIRE-RATED DOORS SHALL HAVE COMPLETE EQUALLY-RATED ASSEMBLIES INCLUDING FRAMES, SMOKE SEALS,5.

FOOT CANDLE AT FLOOR LEVEL.

EXITS SHALL BE ILLUMINATED AT ANY TIME BUILDING IS OCCUPIED, WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN 14.

PIN TYPE HINGES ACCESSIBLE FROM THE EXTERIOR SHALL HAVE NON-REMOVABLE PINS.3.

EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2.

BY IBC.

LOCKS SHALL BE KEY OPERATED FROM THE OUTSIDE, AND OPERATED FROM THE INSIDE USING A DEVICE NOT PROHIBITED1.

DOOR SCHEDULE NOTES

WINDOW SCHEDULE

MARK COUNT

R.O.

TYPE

FRAME GLAZING DETAILS

SILL HEIGHTWIDTH HEIGHT FINISH MATERIAL COLOR TYPE THICKNESS HEAD JAMB SILL

01 1 FIXED PVDF DBL GLAZED, BOTH PANELS LAMINATED 1" OVERALL ASSEMBLY D8/A644 A5/A644 A8/A644

NEAREST HORIZONTAL IMP BANDING

SILL HEIGHTS VARY, ALIGN WINDOWS WITH MOSTLOGICAL

ROOM FINISH SCHEDULE

ROOM NAME WALL FINISH BASE FINISH

FLOOR CEILING

NOTES & REMARKSMATERIAL FINISH FINISH HEIGHT

OFFICE GYP/PT -

EQUIPMENT ROOM GYP/PT

- ACP

RESTROOM GYP/PT

- ACP

FINISH LEGEND

SURFACE

KEY NAME DESCRIPTION MANUFACTURER SHEEN/MODEL STYLE/NUMBER COLOR SIZE NOTES & REMARKS

CEILING ACP

PANEL

2 X 2 SUSPENDED ACOUSTICAL CEILING

2.03ACOUSTICAL PANEL CEILINGS

SEE SPECIFICATIONS: SECTION 09 51 13 / - - WHITE 24"X24"

WALL AP2 ACRYLIC/LATEX PAINT - FIELD SHERWIN WILLIAMS EGGSHELL FINISH SW 7757 HIGH REFLECTIVE WHITE -

WALL AP3 ACRYLIC/LATEX PAINT - DOOR FRAMES/TRIM SHERWIN WILLIAMS SEMI-GLOSS FINISH SW 7060 ATTITUDE GRAY -

WALL GYP/PT GYPSUM BOARD/PAINTED SHERWIN WILLIAMS PROMAR® 200 HP ZERO VOC INTERIOR ACRYLIC WHITE

SINGLE

INTERIOR DOUBLE RABBET FRAMES

PAINTED FIRED GYP BOARD

PAINTED FIRED GYP BOARD

PER FLS, DOOR NEEDS TO BE FIRE RATED.

PER FLS, DOOR NEEDS TO BE FIRE RATED.

INSTALL ACCORDING TO 1600.69 SECTION 4-3-13. BHMA GRADE 1, LATCH GUARD,

MODIFY TO PREVENT REMOVAL OF HINGES, ETC.

3' - 0" 4' - 0" lo tt e qwo-18061596-a005

2025-06-24T13:37:07-0500

FEKADU M WAKTOLA

2025-06-24T13:24:21-0500

ALAN RAY STRINGFELLOW

BACKING PLATE DETAIL

NOT TO SCALEA006

INTERIOR NON-LOAD BEARING WALL

NOT TO SCALEA006

QWO-18061596-A006

PARTITION BACKING PLATE DETAILS

PARTITION SCHEDULE

METAL STUDS PER

(2)#10x1/2" SMS, 2 BAY MIN

SECURE TO STUDS W/

6"x16 GA STEEL PLATE

PLAN

PLATE

BACKING EQUIPMENT, MIRRORS, ETC. MOUNTING SCREWS

INSTALLATION INSTRUCTIONS

SCREWS PER MANUFACTURER'S

TYPE, SPACING, AND NUMBER OF THE TYPICAL

BULLITEN BOARDS

SHELVES, WALL HUNG MIRRORS,

WALL HUNG EQUIPMENT, LOCKERS,

CABINETS, WALL HUNG CABINETS,

LOWER AND UPPER KITCHEN

GAUGE, SPACING, AND HEIGHT LIMITATIONS

METAL STUD - SEE TABLE BELOW FOR SIZE,

FLOOR

GYPSUM BOARD TO EXISTING TOP OF CONCRETE

1 LAYER 5/8" HI-ABUSE/MOLD/MILDEW RESISTANT

INSULATION

GLASS FIBER BATT

CONTINUOUS INSULATION TO UNDERSIDE OF STRUCTURE

FASTENED TO DEFLECTION TRACK

GAUGE TO MATCH STUD; RUNNER IS NOT

DEFLECTION TRACK WITH DEEP LEG RUNNER;

WHERE OCCURS

SCHEDULED CEILING

FASTENERS AT FLUTE BOTTOM

SCHEDULE AND FINISH KEY

SCHEDULED FINISH; SEE FINISH

EXISTING IN-SITU SUSPENDED CEILING

BOTTOM OF EXISTING METAL DECK

ELEVATIONS = VARIES, F.V.

EXISTING METAL DECK

LIMITING HEIGHTS

10 PSF L/240

GA SPAN @ 16" OC

STC

RATING

FIRE

PARTITION

SIZE

STUD

TYP. 4" 49 - 20 16'-10"

- LIMITING HEIGHTS BASED ON SSMA VALUES, INTERIOR NON-LOAD BEARING

lo tt e qwo-18061596-a006

2025-06-24T13:37:13-0500

FEKADU M WAKTOLA

2025-06-24T13:24:25-0500

ALAN RAY STRINGFELLOW

FRAMING ELEVATION

NOT TO SCALEA007

DOUBLE STUD - BOTTOM TRACK

DOUBLE STUD - HEAD

SINGLE STUD - BOTTOM TRACK

DOUBLE STUD - HEAD

HEAD OPENING DETAIL

QWO-18061596-A007

PARTITION FRAMING DETAILS

TYPE C METAL STUDS

WHERE JAMB CONSISTS OF

AND BOLTED TO FLOOR

CLIP ANGLE WELDED TO JAMB

HEAD SMS, EACH SIDE

3/4" #10 LOW PROFILE PAN

2"

IN

IN

FLUSH WITH JAMB

DETAIL F4 EXCEPT CUT WEB

AT BOTTOM TRACK: SEE

SPAN: 8'-0" TO 12'-0"

FLUSH WITH JAMB

AT BOTTOM TRACK: CUT WEB

SPAN: 3'-6" TO 8'-0"

TRACK

NESTED INTO RUNNER

TYPICAL VERTICAL STUD

HEAD SMS, EACH SIDE

3/4" #10 LOW PROFILE PAN

MAX BETWEEN

CONDITIONS, AND 24" OC

ENDS, 1" AT JAMB

FASTENERS AT 2" FROM

POWDER DRIVEN

TO NESTED STUDS

RUNNER TRACK WELDED

SPAN = 8'-0" TO 12'-0"

TO NESTED STUDS

RUNNER TRACK WELDED

TYP.

1/8"

RUNNER TRACK

SPAN = 3'-0" TO 8'-0" SPAN = LESS THAN 3'-0"

1@8

1/8" 1@8

3 & 5/A007

2/A0074/A007

:0 lo tt e qwo-18061596-a007

2025-06-24T13:37:20-0500

FEKADU M WAKTOLA

2025-06-24T13:24:30-0500

ALAN RAY STRINGFELLOW

QWO-18061596-A008

CANOPY ELEVATION AND DETAILS

CMU WALL

EXISTING

ASTM F1554

ALL-THREAD

3/4" DIA.

3/4" X 4" X 4"

PLATE

3/8" X 4" X 4"

NEOPRENE

LENGTH REQ'D

3/8" X 6" X

NEOPRENE

C8X11.5

L3 X 3 X 1/4

C8X11.5 C8X11.5

ROOF DECK

GALVANIZED METAL

20 GA. TYPE B

L3 X 3 X 1/4 C8X11.5

1/4" BENT PLATE

1/4" BENT PLATE

CLEVIS NUMBER 2

2" RADIUS

1/2" X 4" X LENGTH ROD

C8 X 11.5

L3 X 3 X 1/4

A008

CANOPY ELEVATION

NOT TO SCALE A008

CANOPY PLAN (TYP)

NOT TO SCALEA008

CANOPY SECTION (TYP)

NOT TO SCALEA008

4' X 8' CANOPY

CLEVISCLEVIS

TURNBUCKLE TURNBUCKLE

3 3 lo tt e

3"

3/16"

1/4" / FT

1/4" / FT

THE CLEVIS WILL BE THE CLEVIS NUMBER 2.

UP THE CANOPY. THE TURNBUCKLE WILL BE 3/4" DIA. AND

A CLEVIS AND A TURNBUCKLE SHALL BE INSTALLED TO HOLD

FROM BACKING OFF

DAMAGE THREADS AFTER INSTALLATION TO PREVENT NUT

MITER CORNER AND GRIND WELD SMOOTH

GENERAL NOTES

qwo-18061596-a008

2025-06-24T13:37:29-0500

FEKADU M WAKTOLA

2025-06-24T13:24:35-0500

ALAN RAY STRINGFELLOW

SITE PLAN

NOT TO SCALEC001

QWO-18061596-C001

SITE PLAN

-c

FENCE

CHAIN-LINK

.50

ELE

VATIO

FL

OORBUIL

DIN

MASONRY

ONE

STORY

(ASPHALT)

AREA

PARKING

TO

RMLT

ITE

XENI

ROAD

(P

AVED)

0'- 0"

TANK

SEPTIC

OF LEASED AREA

BOUNDARY

POLE

COMPANY

POWER

TO FACILITY

ENTRY DRIVE

R/ W

TRANSFORMER POWER

POWER POLE

POWER COMPANY

E/G

SHED

STORAGE

POWER CABLES

PLATE LINE

AND BEACON ABOVE

CENTER OF RADAR

ABOVE

OUTLINE OF RADOME

TO FACILITY

FRONT GATE

STORAGE SHED

PREFABRICATED

LATERAL LINES

:0 lo tt e

-c qwo-18061596-c001

2025-06-24T13:36:08-0500

FEKADU M WAKTOLA

2025-06-24T13:23:39-0500

ALAN RAY STRINGFELLOW

/1

12'-8"

22'-7 1/2 "

/8

36'

73'-2"

90'-4"

7 1/2 "

/1

17'-2"

13 1514 16

35 3637

42434

5556575859

2' X 4')(APPROX.

EXPOSED ASBESTOS FLOORING TO BE ABATED

ASBESTOS FLOORING BELOW CABINET TO REMAIN

DEMO FLOOR PLAN

NOT TO SCALED001

4'-0 15/16 "

QWO-18061596-D001

DEMO FLOOR PLAN

-d lo tt e

WASH ROOM

PANEL A

PANEL B

TVSS ABOVE

TVSS BELOW

MPG

FIRE EXTINGUISHER

FIELD CABLE J-BOX

CABLE TRAY

2 COMPRESSORS (CARSR)

COMPRESSOR/DEHYDRATOR J-BOX

RMMS BOX

A2 APU LOWER SIGNALING CONDITIONING BOX

LIGHTNING PROTECTION PANEL (U10)

LOWER SIGNAL PULL BOX

LOWER POWER PULL BOX

MODE-S LIGHTNING PROTECTION

ACE CABINET

SINGLE GROUND

BUEC

EMPTY (EXPOSED ASBESTOS FLOORING)

A/C CONTROL

A/C INTAKE

ATCBI-6 CABINETS

UPS MONITOR

CEILING MOUNTED UNIT HEATER

NUMBERED LEGEND:

44 BATTERIES

PANEL MDPE

PANEL MCP

LOAD BANK CONTROL PANEL

CARSR POWER PANEL

ANCILLARY POWER PANEL

POWER PANEL ATCBI-6

TRANSFORMER T1 & T2

TRANSFORMER GROUND

RMI FILTER 1 & SCB-1

EMI FILTER 2 & SCB-2

HONEYWELL ALARM

DEMARC

TELCO

PANEL F

ERMS PIB

HONEYWELL CONTROL

ERMS P4B

T-STAT

COAT RACK

EYEWASH STATION

PANEL

CARSR RECEIVER CABINET (DMTI)(U1)

CARSR RECEIVER CABINET (DMTI)(U2)

TRANSMITTER CABINET (U3)

TRANSMITTER POWER SUPPLY CABINET (U4)

COMMUNICATIONS INTERFACE CABINET (U7)

TMCT A/B WORKSTATION (U8/U9)

APU (INDUCTOSYN) CABINET

MODEM RACK

ERMS P5

RMC CABINET

UPS MAINT. BYPASS SWITCH

LEGACY WAVEGUIDE

CARSR WAVEGUIDE

UPS CABINETS

UPS

ENGINE

GENERATOR

REMOVE ALL OUTSIDE SIDING

OPERATIONAL AT ALL TIMES.

TO REMAIN ENERGIZED AND FULLYSENSITIVE AND NEEDS

CONTRACTOR NEEDS TO BE AWARE THAT THE EQUIPMENT IS VERY

LOCATED AROUND OPERATIONAL AND ENERGIZED EQUIPMENT. THE

TECH. DURING ALL REMOVAL OF EXISTING IN-SITU WOOD PANELING

MUST COORDINATE WITH THE RE, SSCM, AND SITECONTRACTOR(S)

OR PENETRATION WILL NEED TO BE PATCHED AND PAINTED.

ALL WOODEN WALL PANELING SHALL BE REMOVED AND ANY HOLES

INTERIOR PARTITION WALLS AROUND OFFICE TO BE REMOVED.

OFFICE WINDOW AND DOORS TO BE REMOVED.

THE NAS.

OTHER CRITICAL EQUIPMENT AND/OR OPERATIONS RELATED TO

SERVICE IN A SAFE AND EFFICIENT MANNER SO AS NOT TO AFFECT

THE SITE TECH. TO ENSURE THE BATHROOM IS TAKEN OUT OF

REMOVED OR REMEDIATED. COORDINATE WITH THE RE, SSCM, AND

DRAINS, PIPING, VALVES, AND ELECTRICAL FOR THE BATHROOM ARE

CONTRACTOR WILL NEED TO ENSURE ALL WATER, SANITARY SEWER

MIRROR, TOILET, AND CERAMIC FLOOR TILE MUST BE REMOVED.

BATHROOM SINK, CABINET, LAVATORY, EXHAUST FAN, SHELVES,

AND WIRING.

SOFTENER TO BE REMOVED, ALONG WITH ASSOCIATED PLUMBING

EXISTING WATER HEATER, EXPANSION TANK, AND WATER

WIRING AND CONDUIT AS REQUIRED.

RE PRIOR TO REMOVAL. CONTRACTOR MAY NEED ADDITIONAL

COORDINATE A NEW LOCATIONS WITH THE SSCM, SITE TECH, AND

AC CONTROL MUST BE RELOCATED. CONTRACTOR(S) MUST

THE EXISTING IN-SITU KITCHEN MUST BE REMOVED

DESK MUST BE REMOVED AND RELOCATED

TOOLBOX MUST BE REMOVED AND RELOCATED

CABINETS MUST BE REMOVED AND RELOCATED.

KEY NOTES:

REMOVAL OF OUTSIDE SIDING

NEEDS TO BE REMOVED

SINK/ TOILET/ EQUIPMENT/ COUNTER THAT

DOORS THAT NEED TO BE REMOVED

WALLS THAT NEED TO BE REMOVED

WOOD PANELING THAT NEEDS TO BE REMOVED

LEGEND:

qwo-18061596-d001

2025-06-24T13:36:15-0500

FEKADU M WAKTOLA

2025-06-24T13:23:44-0500

ALAN RAY STRINGFELLOW

NORTH WALL

SCALE: 3/8" = 1' - 0"D002

EAST WALL

SOUTH WALL

WEST WALL

PLUMBING UNDER SINK

NOT TO SCALED002

PLUMBING UNDER SINK

6 6

QWO-18061596-D002

DEMO KITCHEN AND BATHROOM

KITCHEN

CURRENT RESTROOM LAYOUT DOES NOT HAVE ANY ROOM UNDERNEATH

THE SINK CABINET FOR ANY STORAGE. PLUMBING IS RAN THROUGH OUT

THE SINK CABINET.

PLUMBING IN THE CABINET SHALL BE REDONE AND THE FLOOR UNDER

THE SINK SHALL BE PATCHED UP DUE TO THE RUNNING OF PLUMBING

EVERYWHERE.

EXISTING WATER HEATER, EXPANSION TANK, AND WATER SOFTENER ARE

LOCATED IN THE EG ROOM. THESE ITEMS ARE UNPLUGGED AND HAVE NOT

BEEN IN USED. THESE WILL NOT BE NEEDED AND SHALL BE REMOVED

FROM THE PROPERTY BY CONTRACTOR.

SPACE SHALL BE MADE FOR A WATER HEATER IN THE RESTROOM NEXT

TO THE NEW SINK AND CABINET

STORAGE CABINETS IN THE CURRENT KITCHEN WILL BE REMOVED AND

RELOCATED, STORE, OR DISPOSE OF AS DIRECTED BY THE SSC.

ALL KITCHEN CABINETS, PAPER TOWEL DISPENSER, FAUCET, AND FRIDGE

WILL BE REMOVED AND DISPOSED OF BY CONTRACTORS.

DRAIN PIPES AND RO (REVERSE OSMOSIS) SYSTEM IN THE KITCHEN SINK

CABINET WILL BE REMOVED.

REMOVE MICROWAVE AND STOVE AND STORE OR DISPOSE OF AS

DIRECTED BY SSC.

WALL PANELING ALONG THE WALL OF THE ENTIRE ARSR WILL BE

REMOVED BY CONTRACTORS.

THE WATER FILTRATION SYSTEM LOCATED UNDER THE SINK HAS NOT

BEEN UTILIZED IN QUITE SOMETIME AND WILL BE REMOVED BY THE

CONTRACTOR.

TOILET AND SINK SHALL BE REMOVED AND REPLACED BY THE

CONTRACTORS.

EXISTING VERTICAL VENT PIPE TO REMAIN IN RESTROOM.

A NEW RESTROOM MIRROR WILL BE REPLACED.

THE DRAIN FOR THE KITCHEN SINK PENETRATES THE EAST WALL AND

TRAVELS ALONG THE EAST FACE OF THE BUILDING AND DRAINS ONTO THE

GRADE. THE EXTERIOR PVC PIPES APPEAR TO HAVE HEAT TRACE TO

PREVENT FREEZING DURING WINTER TIME. THIS SHALL BE REMOVED AND

REPLACED TO CONNECT WITH THE SEPTIC TANK BY THE CONTRACTOR.

CONTRACTOR NEEDS TO PROVIDE ABATEMENT PLAN. ALL EQUIPMENT

SHALL BE PROPERLY COVERED TO MITIGATE RISK RELATED TO DUST,

DEBRIS, AND CONTAMINATION. CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL CLEAN UP OF DUST AND DEBRIS AT NO EXTRA CHARGE TO THE

GOVERNMENT.

EXHAUST FAN TO BE REMOVED AND REPLACED WITH A NEW FAN. WIRING

WILL BE RAN FROM THE NEW FAN TO THE NEW 2 WAY SWITCH BY THE

DOOR.

SCOPE OF WORK

lo tt e qwo-18061596-d002

2025-06-24T13:36:23-0500

FEKADU M WAKTOLA

2025-06-24T13:23:49-0500

ALAN RAY STRINGFELLOW

QWO-18061596-D003

EXTERIOR DEMO ELEVATION

NORTH ELEVATION

NOT TO SCALED003

SOUTH ELEVATION

WEST ELEVATION

EAST ELEVATION

1 1 1

EG ROOM

1 1

EQUIPMENT ROOM

EG ROOM

EQUIPMENT ROOM

EXTERIOR LIGHT

lo tt e

CONDITIONS.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND SITE

CONSTRUCTION STANDARD, 29 CFR 1926.62.

OF BY A OHIO LBP ABATEMENT CONTRACTOR. FOLLOW THE REQUIREMENTS OF THE OSHA LEAD IN

REMOVED IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS AND BE REMOVED AND DISPOSEDBE

LEAD PAINT FOUND AND WOULD NEED TO BE DEALT WITH ACCORDINGLY. LEAD BASE PAINT IS TO

REMOVE HEAT TRACE AND 2" PVC DRAIN PIPE

A NEW DOOR. FOR DOOR SCHEDULE, REFERENCE QWO-18061596-A005.

REMOVE EXISTING EXTERIOR DOOR, FRAME, AND HARDWARE OUTSIDE OF THE OFFICE AND REPLACE WITH

DOOR SCHEDULE, REFERENCE QWO-18061596-A005 AND SECURITY ORDER 1600.69D APPENDIX B-2 PART D.

PROVIDE AND INSTALL NEW OUTSIDE SECURITY BARS (BLACK IN COLOR) 1/2" STEEL. FOR WINDOW AND

WINDOW, FRAME, AND HARDWARE ON THE NORTH SIDE OF THE BUILDING WITH A SECURITY WINDOW.

REMOVE EXISTING SECURITY BARS OUTSIDE OF OFFICE WINDOW AND REPLACE THE EXISTING OFFICE

ARE DAMAGED. FOR NEW EXTERIOR SOFFIT, REFER TO SPECIFICATION SHEET.THAT

FACTORY INTEGRAL COLOR. INSPECT PLYWOOD SUBSTRATE WHEN REMOVING PANELS AND REPLACE ANY

REMOVE AND REPLACE OLD EXTERIOR SOFFIT WITH NEW EXTERIOR SOFFIT ACROSS THE ENTIRE FACILITY.

REFERENCE QWO-18061596-A005 FOR WALL PAINT FINISH.

FOLLOW THE REQUIREMENTS OF THE OSHA LEAD IN CONSTRUCTION STANDARD, 29 CFR 1926.62.

REGULATIONS AND BE REMOVED AND DISPOSED OF BY A OHIO LBP ABATEMENT CONTRACTOR.

LEAD BASED PAINT, THE PAINT MUST BE REMOVED IN ACCORDANCE WITH STATE AND FEDERAL

PATCHING AND RESEALING EXTERIOR PENETRATIONS, HOLES, AND CRACKS. WITH THE WALLS CONTAINING

MATERIALS FROM THE WALL PANELS WILL BE REMOVED USING A SCABBLER. MUST PAINT WALLS AFTER

SHALL BE USED TO REMOVE ALL PAINT AND EXCESS MATERIALS OFF OF THE CMU WALL. PAINT AND

REDUNDANT PENETRATIONS SUCH AS OLDER PIPES AND PENETRATIONS. A CONCRETE SCABBLER

PENETRATIONS, HOLES, OR CRACKS SHOULD BE COVER AND SEAL. THIS INCLUDES ANY NON-USED AND

VINYL SIDING MATERIAL AT EXTERIOR WALLS TO BE REMOVED ACROSS THE ENTIRE FACILITY. ANY

:KEY NOTES

qwo-18061596-d003

2025-06-24T13:36:30-0500

FEKADU M WAKTOLA

2025-06-24T13:23:53-0500

ALAN RAY STRINGFELLOW

PROJECT SITE

QWO-18061596-G001

COVER SHEET AND INDEX OF DRAWINGS

-g

AVIA

LA

TRAT

SI

NI

LONGITUDE : -83.48165 W

LATITUDE : 39.84600 N

LONDON, OH 43140

1365 OLD XENIA RD SW

T OF TRANSPO

T A

IC

OF

STATES

IT

P A

TM

EN

PLANS AND ELEVATIONS

KITCHEN PLAN DETAILS

RESTROOM PLAN

DOORS, WINDOW, AND WALL FINISH SCHEDULE

PARTITION BACKING PLATE DETAILS

PARTITION FRAMING DETAILS

INDEX OF DRAWINGS

DRAWING NUMBER DRAWING TITLE

QWO-18061596-G001 COVER SHEET, PROJECT SITE, AND INDEX OF DRAWINGS

QWO-18061596-G002 PROJECT GENERAL NOTES

QWO-18061596-D001 DEMO FLOOR PLAN

QWO-18061596-D002 DEMO KITCHEN AND BATHROOM

QWO-18061596-D003 EXTERIOR DEMO ELEVATIONS

QWO-18061596-C001 SITE PLAN

QWO-18061596-A001

QWO-18061596-A002

QWO-18061596-A003

QWO-18061596-A004

QWO-18061596-A005

QWO-18061596-A006

QWO-18061596-A007

QWO-18061596-A008 CANOPY ELEVATION AND DETAILS

lo tt e qwo-18061596-g001

2025-06-24T13:35:53-0500

FEKADU M WAKTOLA

2025-06-24T13:23:27-0500

ALAN RAY STRINGFELLOW

QWO-18061596-G002

PROJECT GENERAL NOTES

lo tt e

OF 29 CFR 1926.1101 & 29 CRF 1926.62.

MANNER BY A LICENSED OHIO HAZARDOUS MATERIAL CONTRACTOR. FOLLOW THE REQUIREMENTS

REGULATIONS. THE HAZARDOUS MATERIALS MUST BE REMOVED AND DISPOSED OF IN A LEGAL

REMOVED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH BOTH STATE AND FEDERAL

SHOULD ANY ASBESTOS CONTAINING MATERIAL (ACM) OR LEAD PAINT BE FOUND, IT MUST BE

THE FAA IS TO TEST FOR ASBESTOS AND LEAD PAINT PRIOR TO THE START OF CONSTRUCTION. 13.

ACCORDANCE WITH FAA-STD-019G.

ALL NEW WINDOWS AND DOORS THAT ARE TO BE INSTALLED MUST BE BONDED AND GROUNDED IN 12.

ALL GROUNDING MUST BE SIZED IN ACCORDANCE WITH NFPA 70(NEC) 2023 AND FAA STD-019G.11.

MEANS OF EGRESS MUST NOT BE OBSTRUCTED THROUGHOUT THE PERIOD OF THE WORK.10.

DEMOLITION", AND 015000 "TEMPORARY FACILITIES AND CONTROLS".

ETC. FOLLOW SPECIFICATION SECTIONS 024116 "STRUCTURE DEMOLITION", 024119 SELECTIVE

MINIMUM DUST IS IN THE AIR, USING ATTACHMENTS ON THE VACUUM TO REDUCE DUST IN THE AIR, BE ENFORCED. THIS MAY INCLUDE COVERING UP ANY EQUIPMENT, VACUUMING TO MAKE SURE

WHEN WORKING INSIDE THE ARSR OR AROUND ANY ACTIVE EQUIPMENT, DUST MITIGATION MUST 9.

MUST BE PROPERLY STORED.

CONSTRUCTION AREAS MUST BE CLEANED DAILY. ALL DEBRIS MUST BE REMOVED. ALL TOOLS 8.

AND REPAIRED TO MATCH EXISTING AS CLOSE AS POSSIBLE. AT NO COST TO THE GOVERNMENT.

FINISHES AND SURFACES DAMAGED BY THE DEMOLITION OR CONSTRUCTION MUST BE PATCHED 7.

AND ACCOUNTABLE PROPERTY DISPOSAL.

COMPLETING NECESSARY INFORMATION IN THE AUTOMATED INVENTORY TRACKING SYSTEM (AITS)

DEBRIS, EQUIPMENT, AND ASSOCIATED CONDUIT AND CABLE. THE FAA IS RESPONSIBLE FOR

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND OFF-SITE DISPOSAL OF ALL DEMO 6.

FOLLOW OSHA SAFETY REQUIREMENTS WHILE WORKING ON ELECTRICAL SYSTEMS.5.

PHASES OF CONSTRUCTION, AS REQUIRED BY LOCAL FAA PERSONNEL.

CONTRACTOR MUST MAINTAIN ALL SIGNAL, POWER, LIGHTING, AND ALARM CIRCUITS DURING ALL 4.

TO BE PLANNED 30 DAYS IN ADVANCE WITH THE SSCM AND RE.

ANY OUTAGE OVER 24-HOURS WILL BE CONSIDERED A STRATEGIC SHUTDOWN AND IS REQUIRED 3.

FOLLOW OSHA SAFETY REQUIREMENTS WHILE WORKING ON ELECTRICAL SYSTEMS.2.

ADVANCE.

ELECTRICAL SYSTEMS. ALL DEMOLITION WORK MUST BE COORDINATED WITH FAA PERSONNEL IN

FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DEMOLITION OF BUILDING 1.

GENERAL DEMOLITION NOTES

1. CONSTRUCTION SITE ACCESS AND HAUL ROADS - ACCESS TO THE JOB SITE SHALL BE VIA

SPECIFIC ROUTE AS DIRECTED BY LOCAL FAA PERSONNEL. ANY DAMAGE TO HAUL ROADS,

RESULTING FROM THE EXECUTION OF THIS CONTRACT, MUST BE REPAIRED AT NO ADDITIONAL

COST TO THE GOVERNMENT. ALL VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF

THE CONSTRUCTION AREA, STAGING AREA, OR HAUL ROUTES.

2. SECURITY CLEARANCE - ALL WORKERS/EMPLOYEES SHALL COMPLY WITH ALL VEHICULAR

SIGNAGE REQUIREMENTS AND ALL SECURITY CLEARANCE BADGING/ESCORTING REQUIREMENTS

OF THE CONSTRUCTION CONTRACT AND WITH LOCAL AUTHORITIES. REVIEW ALL EXISTING

UTILITIES IN THE AREA OF CONSTRUCTION WITH THE FAA, SSCM, SITE TECH., RE, AND ALL OTHER

INTERESTED STAKEHOLDERS PRIOR TO BEGINNING WORK.

3. THE STAGING AREA'S LOCATION, SIZE, ETC. MUST BE COORDINATED WITH THE FAA'S RESIDENT

ENGINEER (RE) AND THE SSCM. PROVISIONS MUST BE MADE FOR ANY REQUIRED UTILITIES. UPON

COMPLETION OF THE PROJECT, THE STAGING AREA; INCLUDING THE REPAIR OF EXISTING

FACILITIES, REMOVAL OF TEMPORARY UTILITIES, REGRADING, ADDING TOP SOIL, AGGREGATE AND

PLANTINGS MUST BE RESTORED TO THE ORIGINAL CONDITION, AT NO COST TO THE GOVERNMENT.

4. REFERENCE DRAWINGS MAY BE SHOWN FOR INFORMATION ONLY. WHERE THERE ARE CONFLICTS

NOTED BETWEEN THE CONSTRUCTION DRAWINGS AND THE REFERENCE DRAWINGS, THE

CONSTRUCTION DRAWINGS WILL GOVERN. THE RE MUST BE NOTIFIED (IN WRITING) OF ANY

CONFLICTS PRIOR TO THE CONTRACTOR PERFORMING ANY OF THE RELATED WORK.

5. WORK COORDINATION - DUE TO THE SENSITIVITY OF THE FACILITY, THE CONTRACTOR MUST

COORDINATE DAILY WITH FAA'S RE, AS WELL AS, WITH THE FACILITIES' SSCM TO ENSURE THAT ALL

WORK TO BE PERFORMED, WILL CAUSE NO INTERFERENCE TO EQUIPMENT, OR DISRUPTION TO

THE NATIONAL AIR SPACE (NAS).

6. LOCATIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS MUST BE VERIFIED BY FIELD

MEASUREMENTS PRIOR TO CONSTRUCTION OF ANY NEW WORK.

7. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES FOUND BETWEEN THE

DRAWINGS AND SPECIFICATIONS AND/OR IN-SITU SITE CONDITIONS, OR ANY INCONSISTENCIES, AMBIGUITIES, IN THE DRAWINGS OR SPECIFICATIONS MUST BE IMMEDIATELY REPORTED TO THE

RESIDENT ENGINEER (RE), WHO IN-TURN WILL CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES

IN WRITING. THE CONTRACTOR MUST DO NO WORK EITHER BEFORE OR AFTER SUCH DISCOVERY

OF ANY DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT RE'S AUTHORIZATION (IN

WRITING). ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCIES

WITHOUT THE RE'S PRIOR AUTHORIZATION, WILL BE CONSIDERED TO HAVE BEEN DONE, AT THE

CONTRACTOR'S OWN RISK.

8. THE CONTRACTOR MUST TAKE PRECAUTIONARY MEASURES TO PROTECT THE SITE, THE BUILDING, ALL NEW OR EXISTING UTILITIES, EQUIPMENT WITHIN AND AROUND THE BUILDING, EXISTING

PERMANENT STRUCTURES NOT OF RECORD, OR CURRENTLY SHOWN ON THE CONSTRUCTION

DOCUMENTS. ANY IN-SITU UTILITIES AND/OR STRUCTURES DAMAGED DURING THE COURSE OF

CONSTRUCTION MUST BE REPAIRED BY THE CONTRACTOR WITH EQUAL OR SUPERIOR QUALITY,

AT NO COST TO THE GOVERNMENT. THE CONTRACTOR MUST NOTIFY THE RE IMEADIATELY AFTER

THE INCIDENT AND PROVIDE THE RE WITH A FOLLOW-UP WRITTEN EXPLANATION. THE

CONTRACTOR WILL DESCRIBE THE INCEDENT, THE CAUSE, THE DAMAGE, AND WHAT REMEDIAL

MEASURES WILL BE TAKEN TO PREVENT A REACCURANCE.

GENERAL NOTES

1. BEFORE INITIATION OF ANY CONSTRUCTION ACTIVITIES, THERE MUST BE COORDINATION BETWEEN THE CONTRACTOR, SSCM, SITE TECH., AND THE RE. THE CONTRACTOR MUST MAKE ARRANGEMENTS WITH A THIRD-PARTY GPR UTILITY

LOCATING SERVICE TO ENSURE THAT THERE IS A THOROUGH IDENTIFICATION OF ALL UNDERGROUND UTILITIES, WHICH

IS PARAMOUNT TO MINIMIZING THE RISK OF ANY DISRUPTION(S) DURING CONSTRUCTION.

2. DEVELOP AND REGULARLY PRACTICE AN EMERGENCY RESPONSE PLAN FOR VARIOUS SCENARIOS INCLUDING FIRE, ACCIDENTS, AND/OR SECURITY BREACHES.

3. ESTABLISH CLEAR COMMUNICATION PROTOCOLS FOR EMERGENCIES, AS WELL AS, DAY-TO-DAY OPERATIONS.

4. REGULAR INSPECTION(S) AND MAINTENANCE OF CONSTRUCTION EQUIPMENT, TO ENSURE SAFE, RELIABLE OPERATION.

5. PROPER STORAGE OF MATERIALS TO PREVENT HAZARDS AND ENSURE COMPLIANCE WITH FAA SAFETY STANDARDS.

6. HAVE ON HAND EMERGENCY CONTACT INFORMATION FOR THE COTR , RE , AND SSCM IN THE EVENT OF A

CONSTRUCTION ACTIVITY THAT ADVERSELY IMPACTS THE OPERATIONAL SAFETY OF THE NAS.

7. IN THE EVENT OF AN EMERGENCY, CALL 911, UNLESS OTHERWISE DIRECTED, AT THE PRE-CONSTRUCTION MEETING.

8. THE SIZE AND LOCATION OF THE STAGING AREA MUST BE COORDINATED AND DETERMINED BY THE FAA'S SSCM . THIS

STAGING AREA MUST BE SECURED AT THE END OF EACH CONSTRUCTION DAY. MAKE PROVISIONS FOR ANY REQUIRED

UTILITIES, THE STAGING AREA AND LAY DOWN AREA MUST BE SECURED AT THE END OF EACH WORK DAY,COORDINATE

WITH LOCAL FAA PERSONEL FOR THE REMOVAL AND/OR STORAGE OF ANY EXISTING EQUIPMENT. RESTORE THE

STAGING AREA TO INCLUDE THE REPAIR OF EXISTING FACILITIES, REMOVAL OF UTILITIES, REGRADING, AND

RESTORATION TO PRE- CONSTRUCTION CONDITIONS. RESTORATION MUST BE TO THE SATISFACTION OF THE RE, SSCM, AND FAA.

9. SITE MUST BE SECURED AT ALL TIMES.

10. GATE ACCESS TO THE SITE WILL BE CONFIRMED AT THE PRE - OFFER MEETING. GATE ACCESS IS SUBJECT TO REVISION

DURING CONSTRUCTION BY THE FAA'S RE, AND SSCM, DUE TO OPERATIONAL REQUIREMENTS.

11. EQUIPMENT MUST BE PROVIDED DURING ALL PHASES OF CONSTRUCTION, TO MAINTAIN AND AVOID ANY BUILD-UP OF

DEBRIS ON SITE. THE REQUIRED CLEANING MEASURES MUST BE PRESENTED, AND DEEMED TO BE ACCEPTABLE TO BOTH

THE FAA'S RE AND THE FACILITY'S SSCM.

SECURITY AND SAFETY NOTES

1. ALL NON-CURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT MUST BE BONDED TOGETHER AND MADE

ELECTRONICALLY CONTINUOUS IN ACCORDANCE WITH FAA-STD-019G.

2. ALL GROUNDING MUST BE SIZED IN ACCORDANCE WITH NFPA 70 (NEC) 2023 AND FAA-STD-019G .

3. GROUND CONNECTION TO ELECTRICAL EQUIPMENT ENCLOSURES, TRANSFORMERS, AND GENERATORS MUST BE

MADE WITH DESIGNATED APPROVED GROUNDING CONNECTIONS.

4. ALL CONDUIT (EMT) ENTERING ELECTRICAL EQUIPMENT MUST CONTAIN A UL LISTED INSULATED-THROAT OR A

GROUNDING BUSHING AT BOTH ENDS AND BE GROUNDED AT THE POINT OF ENTRY TO THE EQUIPMENT.

5. WHEN BONDING TO EQUIPMENT USING FIELD INSTALLED GROUND LUGS, SCRAPE THE PAINT OFF THE MOUNTING

SURFACE TO ENSURE A GOOD BOND (FOR EXAMPLE: WHEN BONDING TO THE E/G FRAME). APPLY A PROTECTIVE

COATING TO MATCH EXISTING FINISH OVER ANY EXPOSED METAL ONCE GROUNDING CONNECTION HAS BEEN

MADE.

GROUNDING NOTES

qwo-18061596-g002

2025-06-24T13:36:01-0500

FEKADU M WAKTOLA

2025-06-24T13:23:32-0500

ALAN RAY STRINGFELLOW