J-1 a ADS ATCT Cab Glass 24015542.pdf

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03/25/2026

MGR: ENGINEERING - FORT WORTH

ADDISON

ADS-24015542-A001

JEA

ATCT

SITE PLAN

a d s -2

-a

.d w g

TERMINAL

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

C O

N S

T R

U

IO

ADDISON AIRPORT

THIS DRAWING PRODUCED ON ASW REGION CAD SYSTEM

PROJECT ENGINEER

24015542

TX

SCALE: 1" = 20'-0"

SITE PLAN

THIS PROJECT COPY IS BASED ON DRAWING

ADS-D-ATCT-C006-B, REVISION B, DATED 09/30/2005

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

B

A

8 1234567

DRAWING NO

DESIGNED

REVIEWED BY

/3

/2

:3

M P lo tt e b y

V

-C

-E

APPROVED

8 234567

WEST PROPERTY LINE

EAST PROPERTY LINE

BUILDING

EXISTING

EXIS

TIN

G F

ENCE L

INE

AIR

PORT B

UIL

DIN

G R

ESTRIC

TIO

N L

AIR

PORT T

AXIW

AY C

LEARANCE L

DOOLEY ROAD

E/G

FF = 643.5

BASE BUILDING

CRANE

LOCATION

STAGING AREA

COORDINATE WITH RE

NOTES:

1. CONTRACTOR MUST FIELD VERIFY MEASUREMENTS AND

DIMENSIONS PRIOR TO ANY WORK.

2. CONSTRUCTION STAGING AREA MUST BE COORDINATED

WITH RESIDENT ENGINEER.

3. CONSTRUCTION CRANE MUST BE SET UP OUT OF ATCT

LINE OF SIGHT. CRANE BOOM MUST CLEAR ATCT

ANTENNAS. CONTRACTOR TO SUBMIT AND RECEIVE

APPROVAL OF FAA LINE OF SIGHT OBSTRUCTION

EVALUATION PRIOR TO START OF WORK.

4. WORK MUST BE STAGED IN SUCH A MANNER TO MAINTAIN

ACCESS TO THE FACILITY AT ALL TIMES. ANY FULL

CLOSURE OF THE ENTRY WAY MUST BE COORDINATED

WITH THE RESIDENT ENGINEER AND FACILITY.

5. ENSURE THAT ALL CONSTRUCTION TRAFFIC OVER

EXISTING ROADWAYS MUST BE WITHIN THE DESIGN

WEIGHT RANGE OF THE SAID ROADS. REPAIRS TO ANY

INCIDENTAL DAMAGE OR DETERIORATION MUST BE AT NO

ADDITIONAL COST TO THE FAA.

6. CRANE LOCATION MUST BE COORDINATED WITH THE

CITY OF ADDISON. CONTRACTOR WILL BE RESPONSIBLE

FOR CITY OF ADDISON APPLICATION COSTS, PERMITS,

FEES, AND ADDITIONAL COSTS FOR CONSTRUCTION

ACTIVITIES LOCATED IN STREET.

7. CAB GLASS REMOVAL AND REPLACEMENT ACTIVITIES

MUST NOT OCCUR WHEN EXTERIOR TEMPERATURE IS

ABOVE 80 DEGREES FAHRENHEIT OR DURING BAD

WEATHER.

8. TRAFFIC CONTROL WORK MUST BE PERFORMED IN SUCH

A MANNER AS TO PERMIT TRAFFIC TO OPERATE WITH THE

LEAST AMOUNT OF INCONVENIENCE POSSIBLE.

CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN FOR

REVIEW AND APPROVAL BY FAA PRIOR TO START OF

WORK. SIGNING AND FLAGGING MUST BE UTILIZED.

COORDINATE ALL TRAFFIC CONTROL PLANS WITH THE

CITY OF ADDISON. COORDINATE WITH ADDISON POLICE,

ADDISON CITY OFFICIALS, AND FAA FOR ANY ROAD

CLOSURES.

9. TRAFFIC CONTROL EXPENSES FOR MAINTENANCE OF

TRAFFIC ASSOCIATED WITH THE PROJECT ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

10. CONTRACTOR MUST SUBMIT A WORK PLAN FOR REVIEW

AND APPROVAL BY FAA PRIOR TO START OF WORK.

11. CONTRACTOR PARKING AND STAGING MUST REMAIN

CLEAN AND FREE FROM DEBRIS AT ALL TIMES.

CONTRACTOR MUST REMAIN A MINIMUM OF 25 FEET

AWAY FROM SECURITY FENCE. RESIDENT ENGINEER

SHALL DETERMINE FINAL LOCATION OF STAGING AREA.

12. ANY RADIO COMMUNICATION DEVICE MUST HAVE

FREQUENCIES APPROVED BY FACILITY FOR USE ONSITE.

IS

20' 0 20' 40'

SCALE: 1" = 20'

ads-24015542-a001

2026-04-02T13:19:07-0500

PHONG T CAO

2026-04-02T13:12:34-0500

JAMES EMERT ARNOLD

CAB

8'

9'

11' 12' 1'

2'

5'-1"5'-1" 20'-5"

4'-0 1/2 "6'-2"6'-2"4'-0 1/2 "

3'-3 3/16 "

/1

RAILING BELOW

EXISTING CAB WALKWAY

PANEL SYSTEM ROOF

REINFORCED CONC

EXISTING GLASS FIBER

CAB ROOF ABOVE

EXTERIOR FACE OF

CAB WINDOW NUMBER (TYPICAL)

FIELD VERIFY LOCATIONS

DOWN CONDUCTOR CONDUIT,

EXISTING LIGHTNING PROTECTION

FIELD VERIFY LOCATIONS

DOWN CONDUCTOR CONDUIT,

EXISTING LIGHTNING PROTECTION

SEE 3/S002, 4/S002, AND 5/S002 FOR DETAILS.

PROVIDE AND INSTALL NEW INSULATING GLAZED UNIT AT 2, 3, 4, AND 10.

REMOVE EXISTING INSULATING GLASS UNITS NUMBERS 2, 3, 4, AND 10.

WINDOW, TYPICAL

SPRAY NOZZLE (2) EACH

EXISTING DEFOGGER

TYPICAL

EXISTING SCUPPER

FIELD VERIFY.

CONDUITS LOCATIONS,

SEE PLAN FOR DOWN CONDUCTOR

CAB WINDOW NUMBER, TYPICAL.

PROVIDE AND INSTALL NEW INSULATING GLAZED UNIT AT 1,5,6,7,8,9,11, AND 12.

REMOVE EXISTING INSULATING GLASS UNITS NUMBERS 1,5,6,7,8,9,11, AND 12.

BID OPTION:

PROVIDE AND INSTALL NEW INSULATING GLAZED UNIT AT 2, 3, 4, AND 10.

REMOVE EXISTING INSULATING GLASS UNITS NUMBERS 2, 3, 4, AND 10.

1"

8 1/ 4 "

EXISTING ALUMINUM FRAME

REF PLAN FOR LOCATIONS.

NEW INSULATING GLASS UNIT

CONC PANEL SKIN

EXISTING FIBER REINFORCED

AND HOUSING

EXISTING WINDOW SHADE

FRAME EACH SIDE, TYPICAL.

FROM GLASS TO EDGE OF

NEW WET CAULK DOW 795

1 1/ 2 "

CONC PANEL SKIN

EXISTING FIBER REINFORCED

EXISTING METAL TRIM

24" OC WITH BATT INSULATION

EXISTING 6" STEEL JOISTS AT

EXISTING STEEL COL BEYOND

REF PLAN FOR LOCATIONS.

FRAME EACH SIDE, TYPICAL

REFER PLAN FOR LOCATIONS.

STEEL FASTENERS.

WITH NEW STAINLESS

REPLACE FASTENERS

MULLION EACH SIDE, TYPICAL

DO NOT DAMAGE.

DOWN CONDUCTOR.

EXISTING CONDUIT FOR

STAINLESS STEEL FASTENERS.

REPLACE FASTENERS WITH NEW

MULLION EACH SIDE, TYPICAL.

REFER PLAN FOR LOCATIONS.

1 1/2 "

1" 1 1/2 "1"

ADS-24015542-A002

CAB PLAN, ELEVATION, AND DETAILS

CAB LEVEL (EL = 57'-10")

SCALE: 1/4" = 1'-0"S002

ELEVATION

SCALE: 1/8" = 1'-0"S002

1 1 S002

CAB WINDOW HEAD

TYPICAL DETAIL

SCALE: 1 1/2" = 1'-0"S002

CAB WINDOW SILL

CAB WINDOW AT COLUMN

THIS PROJECT COPY IS BASED ON DRAWING

ADS-ATCT-A03-S1, REVISION C, DATED 04/17/2015

:5 lo tt e

°22.5°

.5

KEY PLAN

BASE BLDG

EG

7' 6' 5'

10'

3'

4'

07 12

CAB WALKWAY BELOW

EL = 57'-10"

W

TYP

Y

DN

PROVIDE AND INSTALL NEW INSULATING GLAZED UNIT AT 1,5,6,7,8,9,11, AND 12.

REMOVE EXISTING INSULATING GLASS UNITS NUMBERS 1,5,6,7,8,9,11, AND 12.

BID OPTION:

1. FIELD VERIFY MEASUREMENTS AND DIMENSIONS PRIOR TO ANY WORK.

2. CONTRACTOR MUST FIELD VERIFY EXISTING INSULATING GLASS UNIT DIMENSIONS,

THICKNESS, AND COLOR. NEW INSULATING GLASS UNITS MUST MATCH EXISTING

DIMENSIONS, THICKNESS, AND COLOR.

3. APPROXIMATE DAYLIGHT OPENING SIZE OF EXISTING INSULATING GLASS UNITS:

CAB WINDOW 1,3,4,6,7,9,10,12: BOTTOM WIDTH 73". TOP WIDTH 84". HEIGHT 96.5"

CAB WINDOW 2,5,8,11: BOTTOM WIDTH 68". TOP WIDTH 89". HEIGHT 96.5"

4. THE MAXIMUM TIME FROM EXISTING INSULATING GLASS REMOVAL TO NEW GLASS

ENCLOSING OPENING SHALL BE 1 HOUR. EXISTING INSULATING GLASS UNITS ARE TO

BE KEPT ONSITE UNTIL NEW INSULATING GLASS UNITS ARE COMPLETELY

INSTALLED. DEMOLISH EXISTING INSULATING GLASS UNITS ONLY AFTER NEW

INSULATING GLASS UNIT IS COMPLETELY INSTALLED.

5. EXISTING INSULATING GLASS FRAMES ARE TO REMAIN. DO NOT DAMAGE. PREPARE

EXISTING FRAMES AS REQUIRED TO RECEIVE NEW GLASS. CONTRACTOR MUST

REPLACE SPACER, SETTING BLOCKS, AND EDGE BLOCKS IN KIND.

6. WET CAULK NEW GLASS TO EDGE OF FRAME WITH DOW 795 EACH SIDE, TYPICAL.

PREPARE SURFACES PER MANUFACTURER'S INSTRUCTIONS.

7. REPLACE EXISTING ALUMINUM FRAME SCREWS WITH NEW STAINLESS STEEL

SCREWS OF THE SAME SIZE AND TYPE AS EXISTING.

8. WIND LOADING PER ASCE 7-22: SEISMIC LOADING PER ASCE 7-22:

RISK CATEGORY IV. Sds = 0.12

BASIC WIND SPEED = 117 Vmph. Sd1 = 0.085

EXPOSURE CATEGORY C. SEISMIC DESIGN CATEGORY 3

RISK CATEGORY IV

9. DEFOGGER OUTAGES MUST BE COORDINATED WITH AIR TRAFFIC. OUTAGES MUST

NOT INTERFERE WITH AIR TRAFFIC OPERATIONS.

10. CAB GLASS REMOVAL AND REPLACEMENT ACTIVITIES MUST NOT OCCUR WHEN

EXTERIOR TEMPERATURE IS ABOVE 80 DEGREES FAHRENHEIT OR DURING BAD

WEATHER.

11. WORK IN CAB AND OUTSIDE OF CAB GLASS MUST OCCUR BETWEEN 0800 TO 1300

LOCAL TIME AND BE COORDINATE WITH THE RESIDENT ENGINEER.

NOTES:

TOP OF RACEWAY EL = 76'-5"

CAB LEVEL EL = 57'-10"

WALKWAY LEVEL EL = 52'-4"

CABLE ACCESS LEVEL EL = 49'-10"

JUNCTION LEVEL EL = 40'-0"

TOP INTERMEDIATE LEVEL EL = 30'-0"

MIDDLE INTERMEDIATE LEVEL EL = 20'-0"

LOWER INTERMEDIATE LEVEL EL = 10'-0"

GROUND LEVEL TOC EL = 0'-0"

03 020405

8' 0 8' 16'

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

4' 0 4' 8'

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

1' 0 1'

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

3"6"9" 1' 0 1'

3"6"9" 1' 0 1'

3"6"9" ads-24015542-a002

2026-04-02T13:19:23-0500

PHONG T CAO

2026-04-02T13:12:43-0500

JAMES EMERT ARNOLD

ADS-24015542-G001

COVER SHEET, SITE LOCATION, AND INDEX OF DRAWINGS

-g

:2 lo tt e

-g

REPLACE FOGGING CAB GLASS AT ADS ATCT PROJECT

AIRPORT TRAFFIC CONTROL TOWER

16000 DOOLEY ROAD

ADDISON, TEXAS

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

CAB PLAN, ELEVATION, AND DETAILSADS-24015542-A002

SITE PLANADS-24015542-A001

COVER SHEET, SITE LOCATION, AND INDEX OF DRAWINGSADS-24015542-G001

DRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

ads-24015542-g001

2026-04-02T13:18:49-0500

PHONG T CAO

2026-04-02T13:12:16-0500

JAMES EMERT ARNOLD