J-2a_Drawings_Seattle TRACON (S46).pdf

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ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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Department of Transportation Federal Aviation Administration

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G001

COVER SHEET

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

R. SIMMONS

R. SIMMONS

W. STEVENS

SEATTLE TRACON

SEATAC

WASHINGTON

Seattle Terminal Radar Approach Control Building (S46 TRACON) Major Mechanical Upgrade SeaTac, Washington

Final Submission September 22, 2023

KEY NORTH

ELEVATION

DATUM

SECTION

GRAPHIC SCALE

DETAIL BOUNDARY

BREAK LINES

CENTER LINES

EXTERIOR

ELEVATION

COLUMN LINE GRID

DESIGNATION:

KEYNOTE (NUMBER

DESIGNATION)

A

0'-0"

FLOOR LEVEL

DETAIL NO.

SHEET. ON WHICH

DETAIL IS SHOWN

DEMO WORK WORK

MAGNETIC NORTH

A1

A101

02 4 8134

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

A1

A301

A101

SIM

PLAN NORTH/ PROJECT NORTH

EXISTING WORK

DEMOLISHED WORK

WORK

N

REFERENCE

SITE

SITE

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REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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B

C

D

E

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7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G002

INDEX OF DRAWINGS & PROJECT INFORMATION

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

R. SIMMONS

R. SIMMONS

W. STEVENS

SEATTLE TRACON

SEATAC

WASHINGTON

LOCATION PLAN VICINITY PLAN

INDEX OF DRAWINGS GENERAL LEGEND

A. VERIFY FIELD CONDITIONS RELATING TO AND AFFECTING THE EXECUTION OF THE

WORK, AS INDICATED IN THE CONTRACT DOCUMENTS.

B. WORK MUST CONFORM TO APPLICABLE CODES AND ORDINANCES. DISCREPANCIES

BETWEEN CONTRACT DOCUMENTS AND CODES MUST BE BROUGHT TO THE COR'S

ATTENTION BEFORE PROCEEDING.

C. DO NOT SCALE DRAWINGS. DIMENSIONAL DATA MUST BE OBTAINED FROM WRITTEN

INFORMATION ONLY. VERIFY DIMENSIONS BEFORE PROCEEDING. BRING TO THE

ATTENTION OF THE COR ANY DIMENSIONAL DEVIATION FROM THAT SHOWN ON THE

DRAWINGS, WHICH MAY AFFECT INTENT OF DESIGN OR PROPER INCORPORATION OF

ELEMENTS.

D. VERIFY DEMOLITION REQUIRED TO FACILITATE ROUTING OF MECHANICAL, ELECTRICAL,

FIRE PROTECTION AND OTHER SYSTEMS. FOR DEMOLITION REQUIRED OUTSIDE OF AREA

SHOWN ON ARCHITECTURAL, REFER TO MECHANICAL, ELECTRICAL AND FIRE

PROTECTION FOR ITEMS TO BE REMOVED.

E. DIMENSIONS INDICATED IN CONTRACT DOCUMENTS ARE FROM FACE OF EXISTING

STRUCTURE OR FINISH, FACE OF CONCRETE OR BLOCK, OR TO COLUMN LINE, EXCEPT

AS NOTED OTHERWISE. DIMENSIONS OF EXISTING STRUCTURE, ETC. ARE +/- AND MUST

BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK. NOTIFY COR OF ANY

DISCREPANCIES.

F. PROVIDE PRESSURE TREATED SOLID BLOCKING REQUIRED TO INSTALL EQUIPMENT,

MILLWORK, ETC.

G. BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS MUST BE

CONTINUOUS UNLESS SPECIFICALLY NOTED OTHERWISE

H. COORDINATE MECHANICAL, ELECTRICAL & STRUCTURAL WORK AND PROVIDE

NECESSARY CONSTRUCTION TO FACILITATE SAID WORK INCLUDING, BUT NOT LIMITED

TO ROUGH OPENINGS, EQUIPMENT SUPPORTS, BACKING AND COORDINATION OF FINISH

WORK.

I. SHOULD A DISCREPANCY IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS OCCUR,

IMMEDIATELY NOTIFY COR FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

J. PROTECT EXISTING BUILDING, SITE ELEMENTS, LANDSCAPING, SIGNS WALKS, CURBS,

ETC. ON PROJECT SITE.

K. THE BUILDING IS OCCUPIED, AND MUST REMAIN OPERATIONAL. COORDINATE

CONSTRUCTION ACTIVITIES THAT MAY IMPEDE OPERATIONS, INCLUDING ACTIVITIES

WHICH CREATES EXCESSIVE NOISE, AIRBORNE DUST, DIRT, OR THAT DISRUPTS THE

FUNCTIONALITY OF THE SPACE. PROTECT ANY ADJACENT SPACE WITH DUST

PARTITIONS OR CURTAINS FROM ACTIVITIES WHICH WILL CREATE DUST. NOTIFY COR OF

CONSTRUCTION ACTIVITIES WHICH MAY DISRUPT BUILDING OPERATIONS.

L. UNSCHEDULED INTERRUPTIONS TO BUILDING SERVICES/ UTILITIES OR OPERATIONS IS

NOT ALLOWED. WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL OUTAGES

MUST BE SCHEDULED AND APPROVED IN WRITING BY COR AT LEAST 10 WORKING DAYS

PRIOR TO THE PERFORMANCE OF THE WORK.

M. IT IS PRESUMED THAT THE BUILDING DOES NOT CONTAIN ASBESTOS CONTAINING

MATERIALS. IF HAZMAT IS ENCOUNTERED DURING THE WORK, CEASE WORK IN THAT

AREA AND NOTIFY COR TO DEVELOP PLAN ON HOW TO PROCEED WITH THE WORK.

N. MAINTAIN FIRE RATINGS OF FIRE RATED ASSEMBLIES IN FLOORS, WALLS, CEILINGS,

ROOFS OR SMOKE BARRIERS PENETRATED AS A RESULT OF THE WORK WITH AN

APPROVED UL FIRE AND SMOKE STOP ASSEMBLIES. SUBMIT TO COR FOR APPROVAL

FIRE AND SMOKE STOP PENETRATION DETAILS.

O. RESTORE EXPOSED WALL, FLOOR, CEILING, SLAB AND ROOF FINISHES OF PATCHED

AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION

TO NEAREST INTERSECTION OR NATURAL BREAK.

MAGNETIC

NORTH

NPROJECT

NORTH

MAGNETIC

NORTH

NPROJECT

NORTH

GENERAL NOTES

DRAWING

NUMBER

DRAWING TITLE

GENERAL

G001 COVER SHEET

G002 INDEX OF DRAWINGS & PROJECT INFORMATION

G003 ABBREVIATIONS

G004 CONSTRUCTION STAGING PLAN

G005 CONSTRUCTION STAGING PLAN

G006 OVERALL FIRST FLOOR PLAN

G007 OVERALL SECOND FLOOR PLAN

G101 FIRST FLOOR LIFE SAFETY PLAN

G102 SECOND FLOOR LIFE SAFETY PLAN

CIVIL

CD100 DEMOLITION PLAN

C110 SITE PLAN

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 STRUCTURAL ABBREVIATIONS, SYMBOLS & LEGEND

S003 LOAD PLANS

SD101 STRUCTURAL FIRST FLOOR DEMOLITION PLAN

SD102 STRUCTURAL COOLING TOWER DEMOLITION PLAN

S010 STRUCTURAL FIRST FLOOR TEMPORARY PLAN

S101 STRUCTURAL FIRST FLOOR PLAN

S102 STRUCTURAL SUPPORT FRAMING PLAN

S301 BUILDING SECTIONS

S501 DETAILS

ARCHITECTURE

A201 FIRST FLOOR WORK PLAN, ELEVATION

A202 LOW ROOF PLAN- WORK, DETAIL

FIRE PROTECTION

F001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

F216 FIRST FLOOR FIRE ALARM PLAN PART 1

F217 FIRST FLOOR FIRE ALARM PLAN PART 2

F301 FIRE ALARM MATRIX AND RISER DIAGRAM

MECHANICAL

M001 HVAC ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

M002 HVAC CONTROLS SYMBOLS, ABBREVIATIONS AND

CONSTRUCTION SEQUENCE

MD101 HVAC DEMOLITION - FIRST FLOOR

MD102 HVAC DEMOLITION - SECOND FLOOR

MD103 HVAC DEMOLITION - MECHANICAL ROOM

MD104 HVAC DEMOLITION - EXTERIOR

MT101 HVAC TEMPORARY WORK - FIRST FLOOR

MT102 HVAC TEMPORARY WORK - MECHANICAL ROOM

MT103 HVAC TEMPORARY WORK - EXTERIOR

M101 HVAC NEW WORK - FIRST FLOOR

M102 HVAC NEW WORK - SECOND FLOOR

DRAWING

NUMBER

DRAWING TITLE

M103 HVAC NEW WORK - MECHANICAL ROOM

M104 HVAC NEW WORK - EXTERIOR

M401 HVAC NEW WORK ISOMETRIC

M402 HVAC NEW WORK ISOMETRIC

M500 HVAC SCHEDULES

M501 HVAC SCHEDULES

M600 HVAC SEISMIC DETAILS

M601 HVAC SEISMIC DETAILS

M602 HVAC TYPICAL DETAILS

M701 HVAC CHILLED WATER PIPING FLOW DIAGRAM -

DEMOLITION AND TEMPORARY

M702 HVAC CHILLED WATER PIPING FLOW DIAGRAM - NEW

M703 HVAC HOT WATER PIPING FLOW DIAGRAM - DEMOLITION

AND TEMPORARY

M704 HVAC HOT WATER PIPING FLOW DIAGRAM - NEW

M705 HVAC CONDENSER WATER PIPING FLOW DIAGRAM -

DEMOLITION

M706 HVAC CONDENSER WATER PIPING FLOW DIAGRAM - NEW

M801 HVAC CONTROL DIAGRAMS

M802 HVAC CONTROL DIAGRAMS

M803 HVAC CONTROL DIAGRAMS

M804 HVAC CONTROL DIAGRAMS

M805 CHILLED WATER FLOW CONTROL DIAGRAM - DEMOLITION

M806 CHILLED WATER FLOW CONTROL DIAGRAM - NEW WORK

M807 HEATING HOT WATER FLOW CONTROL DIAGRAM -

DEMOLITION

M808 HEATING HOT WATER FLOW CONTROL DIAGRAM - NEW

WORK

M809 DDCS POINT FUNCTION SCHEDULE

M810 DDCS POINT FUNCTION SCHEDULE

M811 DDCS POINT FUNCTION SCHEDULE

M812 DDCS POINT FUNCTION SCHEDULE

M813 DDCS POINT FUNCTION SCHEDULE

M814 SEQUENCE OF OPERATION

M815 SEQUENCE OF OPERATION

M816 SEQUENCE OF OPERATION

M817 SEQUENCE OF OPERATION

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E002 ELECTRICAL SYMBOLS

ED101 FIRST FLOOR DEMOLITION POWER PLAN

ET100 PARTIAL SITE PLAN - TEMPORARY POWER CONDUIT PATH

ET101 PARTIAL SITE PLAN - TEMPORARY POWER

E101 FIRST FLOOR POWER PLAN WORK AREA

E501 PANELBOARD SCHEDULES

E502 PANELBOARD SCHEDULES

E503 PANELBOARD SCHEDULES

E550 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

E600 ELECTRICAL DETAILS

E601 ELECTRICAL DETAILS

E801 ELECTRICAL CONSTRUCTION SEQUENCING PLAN

E802 POWER ONE-LINE DIAGRAM

E803 POWER ONE-LINE DIAGRAM

E804 POWER ONE-LINE DIAGRAM - ESSENTIAL MCC DEMOLITION

E805 POWER ONE-LINE DIAGRAM - ESSENTIAL MCC NEW WORK

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ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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7 6 5 4 3 2 1

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G003

ABBREVIATIONS

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

R. SIMMONS

R. SIMMONS

W. STEVENS

SEATTLE TRACON

SEATAC

WASHINGTON

A A AMPERE, AIR, COMPRESSED AIR LINE

AA AIR COOLED

AAV AUTOMATIC AIR VENT

AC ALTERNATING CURRENT, ASPHALT CONCRETE, AIR

COMPRESSOR

ACC AIR COOLED LIQUID CHILLER

ACD ADDRESSABLE CONTROL DEVICE

ACF ACCESS FLOOR SYSTEM

ACM ASBESTOS CONTAINING MATERIAL

ACP ACOUSTICAL CEILING PANEL

ACT ACCESS CONTROL TERMINAL, ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

A/C AIR CONDITIONING

AD AREA DRAIN, ACCESS DOOR

ADJ ADJACENT, ADJUSTABLE

ADR ACCESS DOOR

ADTN ADMINISTRATIVE DATA TRANSMISSION NETWORK

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AF AMPERE FRAME, AIR FLOW SENSOR

AFF ABOVE FINISH FLOOR

AFMS AIR FLOW MEASURING STATION

AH AIR HANDLING UNIT

AHU AIR HANDLING UNIT

AIC AMPERES INTERRUPTING CAPACITY

AID ADDRESSABLE INTERFACE DEVICE

AIF AIR INTAKE FILTER

AL ALUMINUM

ALT ALTERNATE

AM AMP METER

AMM AMMETER

ANN ANNUNCIATOR

AO ANALOG OUTPUT

AP ANNUNCIATOR POINT

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ARTCC AIR ROUTE TRAFFIC CONTROL CENTER

ARTS AUTOMATED RADAR TERMINAL SYSTEM

AS AIR SEPARATOR

ASSY ASSEMBLY

AT AMPERE TRIP, AIR TRAFFIC

ATB AIR TERMINAL BOX

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AV ACID VENT

AVG AVERAGE

AWG AMERICAN WIRE GUAGE

AWP ACOUSTICAL WALL PANEL

AWR AUTOMATION WING REHABILITATION

& AND

@ AT

B B BOILER, BUILDING

BAT CHR BATTERY CHARGER

BC BARE COPPER

BD BOARD, BACK-DRAFT DAMPER, BLOWDOWN

BEL BELOW

BF BLIND FLANGE

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BFW BOILER FEED WATER

BHP BRAKE HORSE POWER

BKR BREAKER

BLDG BUILDING

BLKG BLOCKING

BLO BLOWER

BLV BALANCING VALVE

BM BENCH MARK, BEAM

BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS

INTERNATIONAL, INC

BOD BOTTOM OF DUCT, BASIS OF DESIGN

BOP BOTTOM OF PIPE

BOT, BOTT BOTTOM

BPU BREAKER PROGRAMMING UNIT

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTU/H BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

BWP BACK WATER PREVENTER

BWV BACK WATER VALVE

C C CONDUIT

CA COMBUSTION AIR

CAB CABINET

CB CIRBUIT BREAKER

CC COOLING COIL

CCMS CENTRAL CONTROL AND MONITORING SYSTEM

CD CONTROL DAMPER, CEILING DIFFUSER, CONDENSATE

DRAIN

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FOOT

CG CEILING GRILLE

CH CHILLER

CI CURB INLET, CAST IRON

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CKT CIRCUIT

CL CENTER LINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMB COMBINATION, COMBINE, COMBUSTION AIR

COMM COMMUNICATIONS

COMP COMPRESSIBLE, COMPRESSED

CONC CONCRETE

COND CONDITION, CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL PANEL, CIRCULATING PUMP

CPC CRITICAL POWER CENTER

CPDS CRITICAL POWER DISTRIBUTION SYSTEM

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CEILING REGISTER, CONTROL RELAY

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CRAH COMPUTER ROOM AIR HANDLING UNIT

CRU COMPUTER ROOM UNIT

CS CONTROL SWITCH

CT CABLE TRAY, COOLING TOWER

CTR CENTER, COOLING TOWER WATER RETURN

CTS COOLING TOWER WATER SUPPLY

CU CONDENSING UNIT

CW DOMESTIC COLD WATER

CWR CHILLER WATER RETURN

CWS CHILLER WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CU CONDENSING UNIT

CV CONTROL VALVE, CONSTANT VOLUME TERMINAL

CYD CUBIC YARD

D D DRAIN, DELTA CONNECTION, DIFFUSER, DAMPER

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

DDCP DIRECT DIGITAL CONTROL PANEL

DEG DEGREE(S)

DET DETAIL

DGP DATA GATHERING PANEL

DI DROP INLET, DAMPER POSITION INDICATOR, DIGITAL

INPUT

DIA DIAMETER

DIAG DIAGONAL

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DL DEAD LOAD

DM DEMAND METER

DN DOWN

DO DIGITAL OUTPUT

DOM DOMESTIC

DP DUSTPROOF PARTITION, DIFFERENTIAL PRESSURE

SWITCH

DPDT DOUBLE POLE DOUBLE THROW

DPNL DISTRIBUTION PANEL

DPST DOUBLE POLE SINGLE THROW

DR DOOR

DWG(S) DRAWING(S)

E EA EACH, EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EF EXHAUST FAN

EFF EFFICIENCY

EG ENGINE GENERATOR, EXHAUST GRILLE

EH ELECTRIC HEATER

EHC ELECTRIC HEATING COIL

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EMD ESTIMATED MAXIMUM DEMAND

EMERG EMERGENCY

EMT ELECTRICAL METAL TUBING

ENT, ENTR ENTRANCE

EP EXHAUST PIPE

EPMS ELECTRICAL POWER MONITORING SYSTEM

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM

ES EXHAUST SILENCER

ET ELECTRIC HEAT TRACE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST, EX EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F F FILTER, FIRE LINE

FA FAN COOLED

FAA FEDERAL AVIATION ADMINISTRATION

FC FAN COIL UNIT

FCO FLOOR CLEANOUT

FCV FLOW CONTROL VALVE

FD FIRE DAMPER OR FLOOR DRAIN

FD/SD COMBINATION FIRE AND SMOKE DAMPER

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEPC FRONT END PERSONAL COMPUTER

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FI FLANGE INSULATION, FLOW INDICATOR

FIN FINISH

FIX, FIXT FIXTURE

FL, FLR FLOOR

FLA FULL LOAD AMPERES

FLEX FLEXIBLE DUCT

FLG FLANGE

FLUOR FLUORESCENT

FM FLOW METER, FIRE MAIN

FO FIBER OPTIC

FOL FUEL OIL LEVEL

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FRP FIBER GLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT, ' FEET

FTR FINNED TUBE RADIATION

FV FULL VOLTAGE

FZ FREEZESTAT

G G GAS

GA GAGE, GAUGE

GALV GALVANIZED

GEN GENERATOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GL GLASS

GND GROUND, GROUND CONNECTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

GRV GRAVITY VENT

GS GAS SENSOR

GV GATE VALVE

GW GLYCOL WASTE

GWB GPYSUM WALLBOARD

GWH GAS WATER HEATER

H H HUMIDISTAT

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HEATING COIL

HCS HOST COMPUTER ROOM

HDW HARDWARE

HE HEAT EXCHANGER

HERM HERMETIC

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP, HIGH PRESSURE

HPL HIGH PRESSURE LAMINATE

HPS HIGH PRESSURE SODIUM, HIGH PRESSURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH, HUMIDITY SENSOR

HT HEIGHT

HTG HEATING

HTP HOT TAP (W/ STOPPLE FITTING)

HTR HEATER

HU HUMIDIFIER

HVAC HEATING/VENTILATING/AIR CONDITIONING

HW DOMESTIC HOT WATER

HWL HIGH WATER LEVEL

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HZ HERTZ

HWY HIGHWAY

I IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IEWH INSTANTANEOUS ELECTRIC WATER HEATER

IF INSIDE FACE, INTERNAL FILTER

IN, " INCH

INST INSTRUMENTATION

INSUL INSULATION

INT INTERIOR

INT'L INTERNATIONAL

INV INVERT

ITEA INFORMATION TECHNOLOGY EQUIPMENT AREA

ITER INFORMATION TECHNOLOGY EQUIPMENT ROOM

J J JUNCTION

JB JUNCTION BOX

JC JANITOR'S CLOSET

K KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT AMPERE

KW KILOWATTS

L LAN LOCAL AREA NETWORK

LBS, # POUNDS

LCC LEAD CONTAINING COATING

LCP LOCAL CONTROL PANEL

LCV LEVEL CONTROL VALVE

LF LINEAR FEET

LG LEVEL GAUGE

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LPS LOW PRESSURE STEAM

LS LEVEL SWITCH

LT LIGHT

LTG LIGHTING

M M MOTOR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MET METAL

MFG(R) MANUFACTURER

MG MOTOR GENERATOR

MIL MILLIMETER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MS MOISTURE SENSOR

MTG MOUNTING, MOUNTED

N N/A NOT APPLICABLE

NAM NEGATIVE AIR MACHINE

NARACS NATIONAL RADIO COMMUNICATIONS SYSTEM

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER, OPEN DRAIN

OF OUTSIDE FACE

OFD OVERFLOW ROOF DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

OSW OPERATIONS SUPPORT WING

P P PUMP, PHASE, POLE

PACM PRESSUMED ASBESTOS CONTAINING MATERIAL

PBX PRIVATE BRANCH EXCHANGE

PC PRESSURE CONTROL SWITCH

PCB POLYCHLORINATED BIPHENYLS

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DIFFERENTIAL

PDI PRESSURE DIFFERENTIAL INDICATOR

PDS PRESSURE DIFFERENTIAL SENSOR

PH PHASE

PHC PREHEAT COIL

PI POINT OF INTERSECTION, PRESSURE INDICATOR

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PNL PANEL

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SENSOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSM POWER SYSTEMS MODIFICATION

PT PAINT, POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVDS PORTABLE VISUAL DISPLAY SYSTEM

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

R R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RCRA RESOURCE CONSERVATION AND RECOVERY ACT

RD ROOF DRAIN

RECEPT RECEPTACLE

REF REFERENCE

REG REGISTER

REINF REINFORCING

REQ'D REQUIRED

REV REVERSE, REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

RV REFRIGERANT VENT

S S SMOKE DETECTOR

SA SUPPLY AIR

SAN SANITARY

SAP SOUND ABSORBING PANEL

SCH, SCHED SCHEDULE

SCWD SOLID CORE WOOD

SD SMOKE DAMPER

SEC SECTION

SF SUPPLY FAN, SQUARE FEET

SHT SHEET

SIG SIGNAL

SIM SIMILAR

SM SPRINKLER MAIN

SP SUMP PUMP/SEWAGE PUMP, STATIC PRESSURE

INDICATOR

SPEC SPECIFICATIONS

SQ SQUARE

SRF SAFETY RUBBER FLOOR TILE

SRGG SIGNAL REFERENCE GROUND GRID

SRS SIGNAL REFERENCE STRUCTURE

SSDI SECURITY SYSTEMS DESIGN AND INTEGRATION

SSTL, SS STAINLESS STEEL

ST STEAM, STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STE STANDARD TAPERED END

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STOR STORAGE

STRUC STRUCTURAL, STRUCTURE

SUCT SUCTION

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T T THERMOSTAT, TREAD

TBD TO BE DETERMINED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TEMPERATURE CONTROL SWITCH

TELCO TELECOMMUNICATION, TELEPHONE COMPANY LINE

TEMP TEMPERATURE

TI TEMPERATURE INDICATOR

TIC TEMPERATURE INDICATING CONTROLLER

TK TANK

TM&O TELECOMMUNICATIONS MANAGEMENT AND OPERATIONS

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRACON TERMINAL RADAR APPROACH CONTROL FACILITY

TRANS TRANSVERSE

TS TEMPERATURE SENSOR, TAMPER SWITCH

TYP TYPICAL

U UBC UNIFORM BUILDING CODE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES, INC.

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SYSTEM

UTIL UTILITY

UV UNIT VENTILATOR

V V VOLT

VAT VINYL ASBESTOS TILE

VAV VARIABLE VOLUME TERMINAL

VB VINYL BASE

VBT VINYL BASE & TRIM COMPONENTS

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VF VERTICAL FEET, VENTILATION FAN

VFD VARIABLE FREQUENCY DRIVE

VGWB VINYL SURFACED GYPSUM WALL BOARD

VIF VERIFY IN FIELD

VP VELOCITY PRESSURE, VACUUM PRODUCER

VS VIBRATION SWITCH

W W WATT

W/ WITH

WD WOOD

WG WATER GAGE

WJHTC WILLIAM J. HUGHES TECHNICAL CENTER

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

X XFER, XFR TRANSFER

XFMR TRANSFORMER

Y Y WYE CONNECTION

YD YARD

SEA - D - TRACO - G004

CONSTRUCTION STAGING PLAN

CONSTRUCTION SEQUENCE

DEVELOP RISK MITIGATION PLAN TO ACCOMMODATE REMOVING AND PROVIDING EQUIPMENT AS PART OF THE WORK. COORDINATE FINAL PLAN REQUIREMENTS WITH COR. RISK MITIGATION PLAN MUST AT A MINIMUM

ADDRESS PROTECTION OF BUILDING, OCCUPANTS, AND BUILDING SECURITY.

DEVELOP RISK MITIGATION PLAN TO ACCOMMODATE REMOVAL OF EXISTING EXITS FROM BUILDING TO ALLOW FOR THE WORK AND TO MAINTAIN REQUIRED EGRESS FROM AREAS IMPACTED BY CONSTRUCTION.

RISK MITIGATION PLAN MUST IDENTIFY AND DOCUMENT RISKS/HAZARDS POSED BY THE WORK AND IDENTIFY ACTION REQUIRED TO REDUCE THE RISK. THE PLAN MUST INCLUDE DAILY CONSTRUCTION BRIEFINGS WITH THE COR AND REGULAR INSPECTIONS. RISK MITIGATION PLANS MUST ADDRESS, BUT IS NOT LIMITED TO INFORMING OCCUPANTS AND VISITORS OF ANY CONSTRUCTION ACTIVITY THAT AFFECT FIRE PROTECTION AND LIFE SAFETY WITHIN THE FACILITY. RISK MITIGATION MUST ADDRESS ALTERNATE MEANS OF EGRESS FOR BUILDING OCCUPANTS, SIGNAGE, AND IF REQUIRED BY COR, TRAINING WHEN EGRESS ROUTES ARE REVISED AS A RESULT

OF THE WORK.

GENERAL

1. THE FOLLOWING NOTES REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR REPLACE DIVISION 1 REQUIREMENTS. DIVISION 01 SPECIFICATIONS HAVE

PRECEDENCE OVER THESE NOTES.

2. CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA IF REQUIRED MUST BE COORDINATED WITH SITE PERSONNEL VIA COR; PARTICULARLY IN CONJUNCTION WITH

ONGOING PROJECTS. LOCATION OF CONSTRUCTION STAGING AREA TO BE DETERMINED AT

PRECONSTRUCTION CONFERENCE.

3. TRACON IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY AND IT IS REQUIRED TO COORDINATE CONSTRUCTION ACTIVITY WITH COR SO AS NOT TO INTERFERE WITH FUNCTIONS OF THE TRACON.

4. EXISTING CONDITIONS ARE REFERENCED FROM FAA SUPPLIED DRAWINGS AND SHOULD ONLY BE USED AS A

REFERENCE AS THEY MAY DIFFER FROM ACTUAL FIELD CONDITIONS.

5. MAINTAIN 3'-0" CLEARANCE AROUND FIRE HYDRANTS AND PROTECT ACCESS FOR THE FIRE DEPARTMENT.

6. MAINTAIN EMERGENCY VEHICLE ROUTE AND USAGE OF EXISTING TRAVELWAYS ADJACENT TO THE PROJECT.

7. UPON COMPLETION OF CONSTRUCTION OF THE PROJECT, THE PROJECT AREA MUST BE FREE OF DEBRIS AND UNUSED MATERIAL. DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES MUST BE RESTORED TO MEET OR EXCEED THE ORIGINAL EXISTING CONDITIONS TO THE SATISFACTION OF THE COR, TO INCLUDE PAVEMENT MARKINGS IN THE VICINITY OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. DAMAGE TO EXISTING ENTRANCES, PAVEMENT OR OTHER STRUCTURES NOT PROPOSED TO BE DEMOLISHED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR. THIS INCLUDES AREA OF CONSTRUCTION

STORAGE AND CONSTRUCTION TRAILER AREAS.

A. CONSTRUCTION ACCESS

A.1. CONTRACTOR'S VISITORS AND DELIVERIES TO SITE MUST BE THROUGH THE MAIN ENTRANCE

SECURITY GATE IDENTIFIED THROUGH COR.

A.2. PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND DELIVERIES ON SITE. PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND FENCING TO PROTECT, WARN

AND DIRECT PERSONS NEAR CONSTRUCTION AREAS.

A.3. ACCESS TO BUILDING MUST BE LIMITED. CORDINATE WITH COR.

A.4. KEEP LOADING DOCK ACCESSIBLE FOR FAA DELIVERIES.

A.5. DELIVERIES MUST BE SCHEDULED AND APPROVED IN ADVANCE WITH COR AND AT TIMES OTHER THAN FAA EMPLOYEES SHIFT CHANGES TO AVOID CONGESTION. FAA SHIFT CHANGES OCCUR AT: 5:30

- 6:45 AM, 12:30 PM - 2:30 PM AND 10:15 PM, VERIFY TIME WITH COR. DELIVERY VEHICLES MUST ONLY CONTAIN ITEMS BEING DELIVERED TO FAA. IF VEHICLE CONTAINS OTHER DELIVERIES, VEHICLE MUST

NOT BE ALLOWED ON SITE.

A.6. DO NOT BLOCK ACCESS OR EGRESS FROM BUILDING EXITS. COORDINATE WITH COR RISK MITIGATION PLAN IF THE FOLLOWING EXITS WILL BE TEMPORARILY BLOCKED: EMPLOYEE ENTRANCE/EXIT OR

AREAWAY.

B. CONTRACTOR PARKING

B.1. ON-SITE PARKING MUST BE COORDINATED WITH COR PRIOR TO ANY CONSTRUCTION.

C. FAA SECURITY REQUIREMENTS

C.1. AN ADVANCE LIST AND WEEKLY LOG OF CONTRACTOR'S PERSONNEL MUST BE PROVIDED TO COR.

TEMPORARY SECURITY BADGES WILL BE ISSUED TO QUALIFIED CONSTRUCTION PERSONNEL.

CONTRACTOR'S SUPERVISORY PERSONNEL MUST BE RESPONSIBLE FOR CONDUCT OF THEIR

PERSONNEL WHILE IN THE BUILDING. CONTRACTOR'S VEHICLES MUST BE MARKED. REFER TO

DIVISION 1 FOR MORE DETAILED REQUIREMENTS.

C.2. SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL MUST REMAIN IN CONSTRUCTION AREAS

AND COMPLY WITH FAA'S SECURITY REQUIREMENTS.

C.3. FAA VISITORS BADGES ARE REQUIRED FOR CONSTRUCTION PERSONNEL WORKING WITHIN THE

BUILDING. OBTAIN FAA SECURITY BADGES FOR PROJECT SUPERINTENDENT AND ONE

REPRESENTATIVE FOR EACH SUB CONTRACTOR ON SITE FOR MORE THAN 60 DAYS. THE BADGED

CONTRACTOR MUST ESCORT SUB CONTRACTORS AND OTHER WORKERS ON THE SITE. TEMPORARY

BADGES ARE REQUIRED FOR CONTRACTORS AND OTHER WORKERS FOR DURATION LESS THAN 60

DAYS.

C.4. USE GREAT CARE AND CAUTION WHILE WORKING ON THIS FACILITY. WORK MUST BE COORDINATED

WITH COR. DISRUPTION OF THIS FACILITY IS NOT PERMITTED.

C.5. EXISTING FAA AIR TRAFFIC EQUIPMENT MUST REMAIN OPERATIONAL THROUGHOUT DURATION OF

THIS CONTRACT. ENSURE CONTINUOUS PROTECTION OF THIS EQUIPMENT FROM PHYSICAL OR

ELECTRICAL DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL NEGLIGENCE SUCH AS, BUT NOT LIMITED TO, DISRUPTION OF POWER TO UNITS. NOTIFY COR IMMEDIATELY OF DAMAGE OR DISRUPTION

OF ELECTRICAL SERVICES. REPAIRS AND RESTORATIONS ARE AT NO COST TO THE FAA.

C.6. A MINIMUM OF THREE (3) CONTRACTORS MUST MEET THE REQUIREMENTS AND SECURE FAA BADGES

FOR THE DURATION OF CONSTRUCTIONS. ALL OTHER CONTRACTORS MUST BE ESCORTED BY FAA

BADGED CONTRACTORS.

D. CONSTRUCTION MATERIAL STORAGE

D.1. STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE IS LIMITED TO THE CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING AREA MUST BE SURROUNDED BY A FENCE. MATERIALS MUST BE NEATLY STORED AND PROTECTED. LIGHTING MUST BE INSTALLED AT THE DISCRETION OF

COR. DO NOT DIG WITHOUT PRIOR PERMISSION FROM COR. BURIED CABLES (UNDERGROUND

UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE. INSTALL A PADLOCK ON GATE FOR

CONSTRUCTION STAGING AREA. PROVIDE KEY TO COR.

D.2. COORDINATE DELIVERY OF MATERIALS THROUGH THE COR. HAVE PERSONNEL ON SITE TO RECEIVE

DELIVERIES.

D.3. ANY FLUID SPILLS MUST BE IMMEDIATELY CONTAINED AND PROPERLY CLEANED UP AND DISPOSED OF. AT PROJECT COMPLETION, ANY SPILLS, OR OTHER DEBRIS MUST BE PROPERLY REMOVED AND

DISPOSED OF AND AREA RETURNED TO PRE-CONSTRUCTION CONDITIONS.

E. CONSTRUCTION DEBRIS

E.1. ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS MUST BE PROVIDED BY

CONTRACTOR WITHIN THE CONSTRUCTION STAGING AREA. AREAS AROUND DUMPSTERS MUST BE

KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED BY CONTRACTOR DAILY. PROVIDE SEPARATE DUMPSTER, IF REQUIRED, FOR ABATEMENT MATERIAL. QUANTITY AND POSITION OF DUMPSTERS MUST BE COORDINATED WITH THE COR PRIOR

TO THEIR DELIVERY AND PLACEMENT.

F. CONSTRUCTION OFFICE

F.1. LOCATE CONTRACTOR'S TRAILERS FOR OFFICE IN CONSTRUCTION STAGING AREA. LOCATE MATERIALS AND EQUIPMENT STORAGE IN CONSTRUCTION STAGING AREA. COORDINATE TELEPHONE

SERVICES WITH COR.

F.2. POWER IS AVAILABLE AT TRACON, IF REQUIRED FOR CONSTRUCTION PURPOSES. REFER TO ELECTRICAL DRAWINGS FOR CONNECTION. HOOK-UPS ARE THE RESPONSIBILITY OF CONTRACTOR.

F.3. COORDINATE WITH COR USE OF MOBILE CELL PHONE USE INSIDE AND OUTSIDE BUILDING. CERTAIN

AREAS OF THE FACILITY ARE SENSITIVE TO CELL PHONE USAGE.

F.4. ALL COSTS ASSOCIATED WITH TEMP POWER AND WATER TRANSMISSION BY CONTRACTOR.

G. CONSTRUCTION TOILET FACILITIES

G.1. PROVIDE PORTABLE CHEMICAL TOILETS, PAID FOR AND MAINTAINED BY THE CONTRACTOR AS

REQUIRED AT THE TEMPORARY CONSTRUCTION STAGING AREA. COORDINATE WITH THE COR FOR

SCHEDULING OF SERVICE.

G.2. PROVIDE WASH STATIONS IN ADDITION TO PORTABLE TOILETS TO CONSTRUCTION STAGING AREA.

G.3. LOCATE PORTABLE TOILETS A MINIMUM OF 25 FEET AWAY FROM THE NEAREST STORMWATER

FEATURE (INLET, SWALE, DITCH, POND, ETC.).

H. DEMOLITION AND CONSTRUCTION HOURS

H.1. ACTIVITIES MUST NOT INTERFERE WITH THE AIR TRAFFIC CONTROL FUNCTION OF THIS FACILITY.

DEMOLITION AND CONSTRUCTION NOISE MUST BE MINIMIZED BETWEEN 5:00 AM TO 12:00 AM. WORK

DETERMINED BY THE COR TO BE DISRUPTIVE TO THE OPERATIONS WILL BE STOPPED AND

RESCHEDULED TO BE PERFORMED DURING OFF-HOURS.

H.2. FAA HAS AND MAINTAINS EQUIPMENT THAT IS CRITICAL TO ITS OPERATION THROUGHOUT THIS FACILITY. COORDINATE WITH COR LOCATION OF CRITICAL EQUIPMENT THAT MAY BE AFFECTED BY THE WORK AND PROCEDURES TO PROTECT THIS AND OTHER FAA/ GOVERNMENT EQUIPMENT. WORK IN AREAS WITH CRITICAL EQUIPMENT MUST BE ACCOMPLISHED DURING OFF-HOURS OR AS APPROVED

BY COR.

H.3. NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES MUST BE SCHEDULED, COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM OF 10 WORKING

DAYS NOTICE IN ADVANCE OF PERFORMANCE OF THE WORK.

J. EQUIPMENT PROTECTION

J.1 PROTECT FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE BUILDING, FROM DAMAGE, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED BY IMPACT, WATER, ASBESTOS, DEBRIS AND DUST, INCLUDING CORE

DRILLING.

J.2 SHUTDOWNS AND SWITCH OVERS OF PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS MUST BE ACCOMPLISHED DURING OFF-HOURS AS INDICATED IN NOTE H.1 THIS SHEET UNDER DEMOLITION AND

CONSTRUCTION HOURS. PREPARATORY WORK MUST BE COMPLETED PRIOR TO SHUTDOWN AND

SWITCH OVER. SCHEDULE, COORDINATE AND HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF 10 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF WORK. ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS. REQUEST PERMISSION OF FAA IN ADVANCE AND IN WRITING FOR EACH CASE OF BREAKER OPERATION. DO NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT

BREAKER AT ANY TIME.

J.3 NO WELDING EQUIPMENT MUST BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING MUST NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR. REVIEW WITH

COR TYPE OF WELDING CUTTING TO BE PERFORMED AT FACILITY 10 DAYS PRIOR TO USE.

GENERAL CONSTRUCTION STAGING NOTES

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

09/22/2023

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE TRACON

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEATTLE (S46) TRACON WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001809

09 22 2023

TRACON BUILDING COOLING TOWERS

DUMPSTER

PERIMETER

SECURITY FENCE

STORMWATER

DETENTION

FACILITY

ENGINE

GENERATOR

BUILDING

ABOVE GROUND

FUEL TANK

LOADING DOCK

VEHICLE GATE

WORKSHOP

BUILDING

PROTECT

FIRE HYDRANTS

PROTECT TREES

TEMPORARY CHILLERS

TEMPORARY BOILERS

TEMPORARY ELECTRICAL

EQUIPMENT

CONTRACTOR

TRAILER

APPROXIMATE TEMPORARY

ELECTRIC AND TELEPHONE

LOCATION

ENTRANCE TO CONSTRUCTION

STAGING AREA

PROTECT TREE

APPROXIMATE TEMPORARY

ELECTRIC AND TELEPHONE

LOCATION

RESIDENT ENGINEER

TRAILER

PROTECT TREE

LEGEND

SEA - D - TRACO - G005

CONSTRUCTION STAGING AREA

TEMPORARY CHILLER YARD (SEE MECHANICAL AND

ELECTRICAL DRAWINGS)

CONSTRUCTION STAGING PLAN

G005

A8 CONSTRUCTION STAGING PLAN

1" = 30'

FEET

Scale: 1 INCH = 30 FEET

60300 15

GENERAL SHEET NOTES

A. TRAILER LOCATION SHOWN IS APPROXIMATE, FINAL LOCATION MUST BE

APPROVED BY COR.

B. TEMPORARY UTILITY CONNECTIONS MUST BE COORDINATED WITH TRAILER

UTILITY CONNECTION POINTS.

C. TEMPORARY UTILITIES MUST BE REMOVED AFTER CONSTRUCTION.

D. ASPHALT AND CONCRETE PAVEMENT MUST NOT BE REMOVED DURING

INSTALLATION OF TEMPORARY UTILITIES.

E. TEMPORARY TRAILERS MUST MAINTAIN POSITIVE DRAINAGE TO NEAREST

DRAINAGE STRUCTURE OR FACILITY.

F. REFER TO ELECTRICAL DRAWINGS FOR TEMPORARY UTILITY CONNECTIONS.

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

09/22/2023

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE TRACON

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEATTLE (S46) TRACON WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001809N

T150

T112

T150T150T150T150

VFDVFD

JBJBJB

DN

UP

UP

AA

2 3 4 5 6 7 8 9 10 11

B B

C C

D

E

F

G

H

J J

K K

L L

ENGINE

GENERATOR

100100

UPS

EQUIPMENT

BATTERY

149149

ELECTRICAL

148148

AT/AF

ELECTRONIC

EQUIPMENT

143143

CORRIDOR

112112

CHILLER

134134

BOILER

AHU

133133

TELCO

132132

AT ETG

LAB

153153

STUDENT

AREA

154154

AT/ AF

OPERATIONS

150150

RADAR

SSC STAFF

146146

RADAR

SSC

STORAGE

145145

RADAR

SSC

MAINTENANCE/

CONTROL

ROOM

141141

RADAR

SSC

BREAKROOM

142142

RADAR

SSC STAFF

140140

CORRIDOR

110110

AT/ AF

LOCKERS

181181

VEST

161161

STAIR

162162

CORRIDOR

160160

CORRIDOR

105105

AT OPS

MANAGER

106106

AT

OPERATIONS

SUPERVISOR

OFFICE

104104

AT TMU

OFFICE

107107

AT/ AF

EXERCISE

170170

JAN/ HSKG

172172

WOMEN

173173

MEN

174174

AT/ AF

KITCHEN

180180

AT/ AF

BREAKROOM

178178

AT/ AF

QUIET

ROOM

179179

AT

CONTROLLER

175175

ATRIUM/

STAIR

101101

VEST

100100

AT/ AF

CONFERENCE

TRAINING

102102

ELEVATOR

EQUIPMENT

111111

CONF

STOR

103103

WW SSC

TEST EQPT

STORAGE

131131

WW SSC

STORAGE

130130

ENV SSC

TEST EQPT

STORAGE

128128

TOILET

129129

TOILET

125125

WAREHOUSE

SHIPPING

127127

ENV SSC

BREAKROOM

126126

HAZMAT

STORAGE

135135

AF OFFICE

147147

ENV SSC

STAFF

120120

ENV SSC

STAFF

121121

ENV SSC

LIBRARY

122122

ENV SSC

COORDINATOR

123123

ENV SSC

SPECIALIST

124124

AT

DEBRIEF

155155

AT

DEBRIEF

156156

MM

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

A

B

C

D

E

F

G

H

7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

16 0

Scale: 1/16 INCH = 1 FOOT

16 32

N

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

P L O

T D

A T

E /T

IM

E

/2

/2

:2

:3

A

M

SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G006

OVERALL FIRST FLOOR PLAN

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

R. SIMMONS

H. LEE

W. STEVENS

SEATTLE TRACON

SEATAC

WASHINGTON

1/16" = 1'-0"G006

A8 OVERALL FIRST FLOOR PLAN

GENERAL SHEET NOTES

KEY PLAN

A. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, FIRE ALARM, AND CIVIL

FOR ADDITIONAL WORK SCOPE.

B. REFER TO LIFE SAFETY PLANS FOR FIRE RATINGS' INFORMATION.

DN

DN

AA

2 3 4 5 6 7 8 9 10 11

B B

C C

D

E

F

G

H

J J

K K

L L

T/O WW

SSC

222222

NATCA

223223

STORAGE

ROOM

224224

NATCA

225225

CORRIDOR

201201

CORRIDOR

202202

AT/AF EMP.

OFFICE

203203

TOILET

204204

AT TAPE

205205

MEN

206206

JAN

207207

WOMEN

208208

STAIR

209209

T/O MPA

210210

T/O DFM

211211NAVCOM

SSCM

212212

RADAR

SSCM

213213

T/O STOR

214214

T/O MGR

CONFERENCE

215215

ENV SSC

MPA

216216

WW SSC

MPA

217217

WW SSC

CONFERENCE

218218

WW SSC

STORAGE

219219

WAN/LAN

221221

AT ADMIN.

230230

AT MGR

231231

AT CONF

232232

AT

TRAINING

234234

AT QC

235235

AT SUPT.

MGR

236236

AT

SUPPORT

STAFF/

WORKROOM

237237

ELEC

238238

AT SUPPLY

239239

AT ADMIN.

SUPPORT

240240

CORRIDOR

241241

ATRIUM/

STAIR

200200

MM

LOW ROOF

ENV SSC

MGR

217A217A

WW SSC

MGR

217B217B

WW COORD

SOUTH

222A222A

WW COORD

NORTH

222B222B

GENERATOR

BUILDING

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

A

B

C

D

E

F

G

H

7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

16 0

Scale: 1/16 INCH = 1 FOOT

16 32

N

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

P L O

T D

A T

E /T

IM

E

/2

/2

:2

:3

A

M

SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G007

OVERALL SECOND FLOOR PLAN

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

R. SIMMONS

H. LEE

W. STEVENS

SEATTLE TRACON

SEATAC

WASHINGTON

1/16" = 1'-0"G007

A8 OVERALL SECOND FLOOR PLAN

GENERAL SHEET NOTES

A. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, FIRE ALARM, AND CIVIL

FOR ADDITIONAL WORK SCOPE.

B. REFER TO LIFE SAFETY PLANS FOR FIRE RATINGS' INFORMATION.

KEY PLAN

132 TELCO 406 STORAGE 300 2

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

133 BOILER AHU STORAGE 300 82180

134 CHILLER STORAGE 300 3715

131 ELEC. WORKSHOP BUSINESS 50 6282

130 AF ENVIRONMENT WORKSHOP BUSINESS 50 11525

128 RECYCLE STORAGE STORAGE 300 1199

127 AF WAREHOUSE SHIPPING STORAGE 300 3663

126 AF ENVIRONMENT STORAGE STORAGE 300 2513

135 MATERIAL STORAGE STORAGE 300 1220

120 NAV/COM 730 BUSINESS 150 5

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

149 UPS EQUIPMENT BATTERY STORAGE 300 3735

148 ELECTRICAL STORAGE 300 41118

143 AT/AF ELECTRONIC EQUIPMENT STORAGE 300 133893

146 AF WORKSHOP RADAR BUSINESS 50 18862

145 AF RADAR STORAGE STORAGE 300 2385

141 AF OPS MAINT. / CONTROL RM BUSINESS 150 5685

103 CONF STOR STORAGE 300 189

111 ELEVATOR EQUIPMENT STORAGE 300 133893

102 AT/AF CONFERENCE TRAINING 917 ASSEMBLY 15 62

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

170 AT/AF EXERCISE BUSINESS 50 7309

181 AT/AF LOCKERS BUSINESS 50 15708

180 AT/AF KITCHEN BUSINESS 100 111063

178 AT/AF BREAKROOM BUSINESS 15 25367

179 AT/AF QUIET ROOM BUSINESS 15 15213

153 AT ETG LAB BUSINESS 50 15731

154 STUDENT AREA BUSINESS 15 51753

150 AT/ AF OPERATIONS BUSINESS 150 355140

TOTAL 425

REM. GROSS BUSINESS 150 8312348172 JAN/ HSKG STORAGE 300 149100 ENGINE GENERATOR STORAGE 300 41034

CORRIDOR

AF OFFICE

ENV SSC

BREAKROOM

HAZMAT STORAGE

135 ENV SSC SPECIALIST

ENV SSC

COORDINATOR

ENV SSC STAFF

ENV SSC STAFF

ENV SSC LIBRARY

WAREHOUSE

SHIPPING

ENV SSC TEST EQPT

STORAGE

TOILET

TOILET

WW SSC TEST EQPT

STORAGE

WW SSC STORAGE

CHILLER

BOILER AHU

TELCO

ENGINE GENERATOR

ELECTRICAL

UPS EQUIPMENT

BATTERY

AT/AF ELECTRONIC

EQUIPMENT

RADAR SSC STAFF

RADAR SSC

STORAGE

RADAR SSC

MAINTENANCE/

CONTROL ROOM

RADAR SSC

BREAKROOM

RADAR SSC STAFF

140 CORRIDOR

CONF STOR

ELEVATOR

EQUIPMENT

AT/ AF CONFERENCE

TRAINING

ATRIUM/ STAIR

VEST

AT/ AF OPERATIONS

CORRIDOR

AT TMU OFFICE

AT OPERATIONS

SUPERVISOR OFFICE

AT OPS MANAGER

CORRIDOR

AT/ AF EXERCISE

JAN/ HSKG

172WOMEN

MEN

AT CONTROLLER

AT/ AF BREAKROOM

178 AT/ AF QUIET ROOM

AT/ AF KITCHEN

STAIR

AT/ AF LOCKERS

VEST

AT DEBRIEF

AT DEBRIEF

AT ETG LAB

STUDENT AREA

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

TD = 117'

TD = 187'

TD = 147'

CP = 74'

CP = 115'

EGRESS PATH FROM

SECOND FLOOR

CP = 57'

EGRESS PATH FROM

SECOND FLOOR

LIFE SAFETY SYMBOLS:

TD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE (MAX: 300 FT)

COMMON PATH OF TRAVEL (MAX: 100 FT)

1 HOUR FIRE RATED ASSEMBLY

2 HOUR FIRE RATED ASSEMBLY

X Y

W

Z

CP = #FT

OCCUPANT LOAD TABLE

EXIT CAPACITY:

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

PARTS PLAN

REV. APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

A

B

C

D

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16 0

Scale: 1/16 INCH = 1 FOOT

16 32

N

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PL

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P M

SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G101

FIRST FLOOR LIFE SAFETY PLAN

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

C.LEE

C. LEE

J. WATKINS

SEATTLE TRACON

SEATAC

WASHINGTON

1 THE COMMON PATH OF TRAVEL DISTANCE MEASUREMENT EXCEEDS THE MAXIMUM

ALLOWABLE COMMON PATH OF TRAVEL DISTANCE (100 FT.) FOR A BUSINESS OCCUPANCY PER

IBC. THIS IS AN EXISTING LIFE SAFETY DEFICIENCY THAT IS SHOWN FOR INFORMATIONAL

PURPOSES. THE PROJECT SOW DOES NOT INCLUDE CORRECTION OF EXISTING LIFE SAFETY

DEFICIENCIES.

- 1/16" = 1'-0"

B8 FIRST FLOOR - LIFE SAFETY FLOOR PLAN

A. THIS DRAWING ILLUSTRATES THE EXTENT AND LAYOUT OF FIRE-RATED

PARTITIONS AS INDICATED ON THE PROVIDED AS-BUILTS. ANY NEW

OPENINGS OR PENETRATIONS THROUGH EXISTING FIRE-RATED

PARTITIONS SHALL BE PROTECTED TO MAINTAIN THE FIRE

RESISTANCE RATING OF THE WALL ASSEMBLY AS REQUIRED BY IBC.

THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING WALL

RATINGS PRIOR TO CONSTRUCTION AS PART OF PROJECT SCOPE.

B. UNLESS SPECIFICALLY INDICATED IN THIS DRAWING PACKAGE, THIS

PROJECT SCOPE DOES NOT INCLUDE REPLACING OR UPGRADING ANY

OF THESE EXISTING PARTITIONS THAT DO NOT CURRENTLY PROVIDE

THE REQUIRED FIRE RATING. THIS PROJECT SCOPE INCLUDES:

a. FIRE AND SMOKE- STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW PENETRATIONS IN THESE PARTITIONS MADE BY

THE WORK OF THIS PROJECT.

b. FIRE AND SMOKE-STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW OPENINGS/ HOLES MADE BY THE WORK OF THIS

PROJECT (REMOVALS OF EXISTING ITEMS LEAVING OPENINGS/

HOLES).

GENERAL SHEET NOTES

SHEET NOTES

EGRESS REQUIREMENTS

CODES AND STANDARDS

LIFE SAFETY MEANS OF EGRESS REQUIREMENTS MUST BE IN

ACCORDANCE WITH NFPA 101, 2021 EDITION, AND AS INDICATED

ON LIFE SAFETY PLANS.

A. ASSEMBLY OCCUPANCY (EXISTING, SPRINKLERED)

a. MAX TRAVEL DISTANCE 250 FEET

b. MAX COMMON PATH OF TRAVEL 20 FEET

c. MAX DEAD END 20 FEET

B. BUSINESS OCCUPANCY (EXISTING, SPRINKLERED)

a. MAX TRAVEL DISTANCE 300 FEET

b. MAX COMMON PATH OF TRAVEL 100 FEET

c. MAX DEAD END 50 FEET

G101

LIFE SAFETY SYMBOLS:

TD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE (MAX: 300 FT)

COMMON PATH OF TRAVEL (MAX: 100 FT)

1 HOUR FIRE RATED ASSEMBLY

X Y

W

Z

CP = #FT

OCCUPANT LOAD TABLE

EXIT CAPACITY:

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

225/226 AT CBI TRAINING/ AT TECH LIBRARY 638 BUSINESS 20 32

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

207 JAN STORAGE 300 158

TOTAL 192

239 AT SUPPLY 329 STORAGE 300 2

238 ELEC STORAGE 300 1135

221 AT/ AF WAN/ LAN 345 STORAGE 300 2

219 AT/ AF OPS STORAGE STORAGE 300 2322

217 AT SYSTEMS ADMIN COMPUTER 736 BUSINESS 20 37

216/215 AF TECH. LIBRARY/ AF CBI/ TRAINING BUSINESS 20 26517

214 AF STOR 67 STORAGE 300 1

232 AT CONF BUSINESS 30 8185

REM. GROSS BUSINESS 150 8011935

STAIR

NATCA

NATCA

STORAGE ROOM

T/O WW SSC

WW SSC

CONFERENCE

WW SSC STORAGE

WAN/LAN

JAN

CORRIDOR

CORRIDOR

WOMEN

MEN

AT SUPPLY

AT ADMIN. SUPPORT

CORRIDOR

241 AT TAPE

ELEC

AT/AF EMP. OFFICE

TOILET

AT SUPPORT STAFF/

WORKROOM

AT TRAINING

AT SUPT. MGR

AT QC

AT ADMIN.

ATRIUM/ STAIR

ENV SSC MPA

T/O MGR

CONFERENCE

T/O STOR

214 RADAR SSCM

NAVCOM SSCM

T/O MPA

T/O DFM

AT MGR

AT CONF

CP = 66'

TD = 152'

TD= 222'

CP = 21'

TD = 138'

WW SSC MPA

ENV SSC MGR

217A

WW SSC MGR

217B

WW COORD SOUTH

222A

WW COORD NORTH

222B

EGRESS PATH TO FIRST FLOOR

CP = 58'

EGRESS PATH

TO FIRST FLOOR

0.3

0.3

PARTS PLAN

REV. APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

A

B

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D

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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SEATAC WASEATTLE (S46) TRACON

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

09/22/2023 19001809

SEA - D - TRACO - G102

SECOND FLOOR LIFE SAFETY PLAN

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

C.LEE

C. LEE

J. WATKINS

SEATTLE TRACON

SEATAC

WASHINGTON

- 1/8" = 1'-0"

C8 SECOND FLOOR - LIFE SAFETY FLOOR PLAN

GENERAL SHEET NOTES

SHEET NOTES

EGRESS REQUIREMENTS

G102

A. THIS DRAWING ILLUSTRATES THE EXTENT AND LAYOUT OF FIRE-RATED

PARTITIONS AS INDICATED ON THE PROVIDED AS-BUILTS. ANY NEW

OPENINGS OR PENETRATIONS THROUGH EXISTING FIRE-RATED

PARTITIONS SHALL BE PROTECTED TO MAINTAIN THE FIRE

RESISTANCE RATING OF THE WALL ASSEMBLY AS REQUIRED BY IBC.

THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING WALL

RATINGS PRIOR TO CONSTRUCTION AS PART OF PROJECT SCOPE.

B. UNLESS SPECIFICALLY INDICATED IN THIS DRAWING PACKAGE, THIS

PROJECT SCOPE DOES NOT INCLUDE REPLACING OR UPGRADING ANY

OF THESE EXISTING PARTITIONS THAT DO NOT CURRENTLY PROVIDE

THE REQUIRED FIRE RATING. THIS PROJECT SCOPE INCLUDES:

a. FIRE AND SMOKE- STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW PENETRATIONS IN THESE PARTITIONS MADE BY

THE WORK OF THIS PROJECT.

b. FIRE AND SMOKE-STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW OPENINGS/ HOLES MADE BY THE WORK OF THIS

PROJECT (REMOVALS OF EXISTING ITEMS LEAVING OPENINGS/

HOLES).

CODES AND STANDARDS

LIFE SAFETY MEANS OF EGRESS REQUIREMENTS MUST BE IN

ACCORDANCE WITH NFPA 101, 2021 EDITION, AND AS INDICATED

ON LIFE SAFETY PLANS.

A. ASSEMBLY OCCUPANCY (EXISTING, SPRINKLERED)

a. MAX TRAVEL DISTANCE 250 FEET

b. MAX COMMON PATH OF TRAVEL 20 FEET

c. MAX DEAD END 20 FEET

B. BUSINESS OCCUPANCY (EXISTING, SPRINKLERED)

a. MAX TRAVEL DISTANCE 300 FEET

b. MAX COMMON PATH OF TRAVEL 100 FEET

c. MAX DEAD END 50 FEET

TRACON BUILDING

WORKSHOP

BUILDING

COOLING TOWERS

DUMPSTER

PERIMETER

SECURITY FENCE

STORMWATER

DETENTION

FACILITY

ENGINE GENERATOR

BUILDING

ABOVE GROUND

FUEL TANK

LOADING DOCK

VEHICLE GATE

SEA - D - TRACO - CD100

DEMOLITION PLAN

FEET

Scale: 1 INCH = 30 FEET

60300 15

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

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A

B

C

D

E

F

G

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8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

09/22/2023

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE TRACON

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEATTLE (S46) TRACON WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001809CD100

A8 DEMOLITION PLAN

1" = 30'

LEGEND

GRAVEL REMOVAL

GENERAL SHEET NOTES

A. PROTECT EXISTING FEATURES TO REMAIN INCLUDING ROADS, UTILITIES,

PAVING AND SIMILAR ITEMS NOT IN THE LIMITS OF DISTURBANCE, WHICH IF

DAMAGED MUST BE REPLACED IN KIND AT NO COST TO THE GOVERNMENT.

B. PRIOR TO CONSTRUCTION ALL EXISTING UTILITIES WITHIN THE LIMIT OF

DISTURBANCE MUST BE LOCATED WITH GROUND PENETRATION RADAR (GPR)

OR OTHER ACCEPTABLE METHODS.

C. MINIMUM CLEARANCE OF 12" BETWEEN BOTTOM OF PADS AND TOP OF

UTILITIES MUST BE MAINTAINED.

D. AVOID DIRECT IMPACT ON UTILITIES WHEN PLACING TEMPORARY EQUIPMENT.

E. UTILITIES WITHIN THE LIMITS OF DISTURBANCE MUST BE PROTECTED DURING

CONSTRUCTION, AND IF DAMAGED MUST BE REPLACED IN KIND AT NO COST

TO THE GOVERNMENT.

F. REMOVE CONCRETE PADS AFTER THE REMOVAL OF TEMPORARY CHILLERS

AND REPLACE WITH GRAVEL.

G. EXISTING CONDITIONS BASED ON RECORD DRAWINGS AND DOES NOT

REPRESENT FIELD LOCATED CONDITIONS, IF DIFFERENT REPORT TO COR.

LIMITS OF DISTURBANCE

DEMOLITION SHEET NOTES -

1. REMOVE GRAVEL AND STORE ON-SITE AT LOCATION APPROVED BY COR

N

TRACON BUILDING

WORKSHOP

BUILDING

COOLING TOWERS

DUMPSTER

PERIMETER

SECURITY FENCE

STORMWATER

DETENTION

FACILITY

ENGINE GENERATOR

BUILDING

ABOVE GROUND

FUEL TANK

LOADING DOCK

VEHICLE GATE

33.00'

20.50'

6.00'

10.00'

7.00'

10.75' 2.00'

1.37'

9.50'

SEA - D - TRACO - C110

SITE PLAN

FEET

Scale: 1 INCH = 30 FEET

60300 15

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

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8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

09/22/2023

SEATTLE TERMINAL RADAR APPROACH CONTROL

BUILDING (S46 TRACON)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE TRACON

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEATTLE (S46) TRACON WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001809

LEGEND

CONCRETE EQUIPMENT PAD (REFER TO

STRUCTURAL DRAWINGS FOR DETAILS)

C110

A8 SITE PLAN

1" = 30'

GENERAL SHEET NOTES

A. CONCRETE EQUIPMENT PADS MUST MAINTAIN POSITIVE DRAINAGE AWAY

FROM THE BUILDING

B. ADJUST CONCRETE EQUIPMENT PAD SIZE DEPENDING ON MECHANICAL

EQUIPMENT THAT IS SELECTED.

C. COORDINATE CONCRETE PAD SIZE AND LOCATION WITH EQUIPMENT

MANUFACTURER'S SPECIFICATIONS. CONCRETE PAD SIZE TO BE 12"

(MINIMUM) LARGER THAN EQUIPMENT ON ALL SIDES.

LIMITS OF DISTURBANCE

SHEET NOTES

1. INSTALL "SIDEWALK CLOSED" SIGN

FEET

Scale: 1 INCH = 10 FEET

20100 5 C110

C3 CONCRETE EQUIPMENT PAD ENLARGEMENT

1" = 10'

N

N

42931

BIN GE

S T

A T

E O

F WASHIN

G T

O N

S T

R U

C

TURAL ENG

IN

E

E

RP

R O

F

E

SSI ON A L E NG

IN

E

E R

THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING CODES/STANDARDS:

1. FAA AIR TRAFFIC ORGANIZATION TERMINAL FACILITIES DESIGN STANDARD VERSION 2.0, AUGUST 1, 2022.

2. IBC 2021 INTERNATIONAL BUILDING CODE, INTERNATIONAL CODE COUNCIL.

3. ASCE/SEI 7–22 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES.

4. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY,

AMERICAN CONCRETE INSTITUTE, FIFTH PRINTING.

5. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION, 2016.

6. AWS D1.1-20, STRUCTURAL WELDING CODE

1. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED.

2. MINIMUM 28-DAY COMPRESSIVE STRENGTH: 5000 PSI

3. PROVIDE A 3/4" CHAMFER ON CONCRETE CORNERS.

4. REINFORCEMENT MUST HAVE A MINIMUM OF A CLASS "B" LAP SPLICE AT DISCONTINUOUS

REINFORCEMENT.

5. COVER FOR CONCRETE REINFORCEMENT:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

B. EXPOSED TO EARTH OR WEATHER WHERE FORMS ARE USED: #6 AND LARGER, 2 INCHES;

#5 AND SMALLER 1-1/2 INCHES.

C. NOT EXPOSED TO EARTH OR WEATHER: #11 AND SMALLER, 3/4 INCH.

1. MATERIALS:

A. CARBON STEEL WEDGE ANCHOR STUDS: ASTM A510 OR ASTM A108.

B. NUT & WASHER: COMPATIBLE WITH STUD MATERIAL & FINISH.

C. CARBON STEEL THREADED ROD: ISO 898 CLASS 5.8.

D. CONCRETE REINFORCING DOWELS: ASTM A615, GRADE 60

2. MECHANICAL ANCHORS AND THREADED INSERTS SHALL BE CARBON STEEL WITH ZINC PLATING IN ACCORDANCE WITH ASTM B 633,TYPE III Fe/Zn 5 (SC1), UNLESS NOTED OTHERWISE.

3. POST-INSTALLED ANCHORS MANUFACTURED BY HILTI, INC. ARE SPECIFIED AS A BASIS OF DESIGN AND TO

ESTABLISH THE DESIRED QUALITY AND PERFORMANCE OF THE WORK. OTHER APPROVED

MANUFACTURERS ARE:

A. SIMPSON STRONG TIE.

B. POWERS FASTENERS.

4. ANCHORING TO CONCRETE: TYPE AND SIZE AS INDICATED.

A. MECHANICAL ANCHORS:

a. MECHANICAL ANCHORS USED IN CONCRETE SHALL HAVE BEEN TESTED AND PREQUALIFIED FOR

PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193, INCLUDING SEISMIC SHEAR AND TENSION.

B. ADHESIVE ANCHORS:

a. ANCHORS CONSISTING OF AN INSERT TYPE, EPOXY OR HYBRID ADHESIVE .

b. ADHESIVE SHALL HAVE BEEN TESTED AND PREQUALIFIED FOR PERFORMANCE IN CRACKED AND

UNCRACKED CONCRETE IN ACCORDANCE WITH ICC-ES AC308, INCLUDING SEISMIC SHEAR &

TENSION, HORIZONTAL AND OVERHEAD INSTALLATIONS, AND LONG TERM CREEP.

5. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS.