J-3a_SEA_Drawings_Seattle ATCT (SEA).pdf

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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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JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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Department of Transportation Federal Aviation Administration

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SEATAC WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

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10/13/2023 19001810

SEA - D - ATCT - G001

COVER SHEET

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

R, SIMMONS

H. LEE

W. STEVENS

SEATTLE ATCT

Seattle Airport Traffic Control Tower (SEA ATCT) Major Mechanical Upgrade SeaTac, Washington

Final Submission October 13, 2023

SEATAC

WASHINGTON

KEY NORTH

ARROW

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

SITE

SITE

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DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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SEATAC WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

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GROUP

10/13/2023 19001810

SEA - D - ATCT - G002

INDEX OF DRAWINGS, GENERAL NOTES, GENERAL

LEGEND, VICINITY AND LOCATION MAP

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

R, SIMMONS

H. LEE

W. STEVENS

SEATTLE ATCT

SEATAC

WASHINGTON

LOCATION PLANVICINITY PLAN

INDEX OF DRAWINGS GENERAL LEGEND

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DRAWING NO.

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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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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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SEATAC WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

10/13/2023 19001810

SEA - D - ATCT - G002

INDEX OF DRAWINGS, GENERAL NOTES, GENERAL

LEGEND, VICINITY AND LOCATION MAP

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

R, SIMMONS

H. LEE

W. STEVENS

SEATTLE ATCT

SEATAC

WASHINGTON

GENERAL NOTES

NN

DRAWING

NUMBER

DRAWING TITLE

GENERAL

G001 COVER SHEET

G002 INDEX OF DRAWINGS, GENERAL NOTES, GENERAL LEGEND, VICINITY AND

LOCATION MAP

G003 ABBREVIATIONS

G004 CONSTRUCTION STAGING PLAN

G101 LIFE SAFETY - FIRST & SECOND FLOOR PLANS

G102 LIFE SAFETY - SUBJUNCTION LEVELS 1 & 2 PLANS

CIVIL

CD100 DEMOLITION PLAN

C110 SITE PLAN

C800 SITE DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 STRUCTURAL ABBREVIATIONS, SYMBOLS, & LEGEND

S003 LOAD PLANS

ST101 STRUCTURAL PLANS - TEMPORARY PLATFORM

ST201 TEMPORARY PLATFORM BRACING SECTIONS

ST501 DETAILS - FOUNDATIONS

ST517 DETAILS - STEEL BRACING

ST532 DETAILS - HANDRAILS & CURTAIN WALL

SD101 STRUCTURAL DEMOLITION PLANS

S101 STRUCTURAL PLANS - LOW ROOF

S301 BUILDING SECTIONS

S510 STEEL SECTIONS & DETAILS

ARCHITECTURE

AT101 TEMPORARY CONSTRUCTION PLAN

AD101 DEMOLITION PLANS

AD102 DEMOLITION ELEVATION

AD103 DEMOLITION BUILDING SECTIONS

AD104 DEMOLITION ROOF DETAILS

A101 WORK PLANS

A102 TOWER PLANS

A121 WORK REFLECTED CEILING PLAN

A301 ELEVATION

A311 BUILDING SECTIONS

A401 ROOF DETAILS

A402 EXTERIOR DETAILS

FIRE PROTECTION

F001 FIRE PROTECTION GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

F101 FIRE ALARM - FIRST FLOOR PLAN

F102 FIRE ALARM - SECOND FLOOR PLAN

F103 FIRE ALARM - SUBJUNCTION LEVELS 1 & 2 PLANS

F301 FIRE ALARM MATRIX, RISER DIAGRAM, AND DETAILS

DRAWING

NUMBER

DRAWING TITLE

MECHANICAL

M001 HVAC ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

M002 HVAC CONTROLS SYMBOLS, ABBREVIATIONS AND CONSTRUCTION

SEQUENCE

MT101 HVAC TEMPORARY WORK - FIRST FLOOR

MD101 HVAC DEMOLITION - FIRST FLOOR

MD102 HVAC DEMOLITION - SECOND FLOOR

MD103 HVAC DEMOLITION - FOURTEENTH FLOOR

MD104 HVAC DEMOLITION - FIFTEENTH FLOOR

M101 HVAC NEW WORK - FIRST FLOOR

M102 HVAC NEW WORK - SECOND FLOOR

M103 HVAC NEW WORK - FOURTEENTH FLOOR

M104 HVAC NEW WORK - FIFTEENTH FLOOR

M401 HVAC NEW WORK ISOMETRIC

M500 HVAC SCHEDULES

M600 HVAC SEISMIC DETAILS

M601 HVAC SEISMIC DETAILS

M602 HVAC TYPICAL DETAILS

M801 HVAC CONTROL DIAGRAMS

M802 HVAC CONTROL DIAGRAMS

M803 HVAC CONTROL DIAGRAMS

M804 DDC POINT FUNCTION SCHEDULE

M805 DDC POINT FUNCTION SCHEDULE

M806 SEQUENCE OF OPERATION

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E002 ELECTRICAL SYMBOLS

ET100 PARTIAL SITE PLAN - TEMPORARY POWER CONDUIT PATH

ET101 PARTIAL SITE PLAN - TEMPORARY POWER

ED101 ELECTRICAL DEMOLITION PLANS

ED102 ELECTRICAL DEMOLITION PLANS

ED103 ELECTRICAL DEMOLITION PLANS

E101 ELECTRICAL POWER PLANS

E102 ELECTRICAL POWER PLANS

E103 ELECTRICAL POWER PLANS

E500 PANELBOARD SCHEDULES

E501 PANELBOARD SCHEDULES

E550 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

E600 ELECTRICAL DETAILS

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

E800 ELECTRICAL CONSTRUCTION SEQUENCING PLAN

E801 POWER ONE-LINE DIAGRAM

E802 POWER ONE-LINE DIAGRAM - ESSENTIAL MCC

REFERENCE 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 WILL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK. NOTIFY COR OF

ANY DISCREPANCIES.

F. PROVIDE 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 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

PROJECT

NORTH

MAGNETIC

NORTH

PROJECT

NORTH

DATE

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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

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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 WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

10/13/2023 19001810

SEA - D - ATCT - G003

ABBREVIATIONS

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

R, SIMMONS

H. LEE

W. STEVENS

SEATTLE ATCT

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 OFFICERS 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, RPTS 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

GENERAL ABBREVIATIONS

BASE BUILDING

ATCT

SECURITY GATE

MAIN BUILDING

ENTRANCE

DUMPSTER

PERIMETER

SECURITY FENCE

ENTRANCE TO

CONTRACTOR

LAYDOWN AREA 10.00'

ENGINE GENERATOR

BUILDINGABOVE GROUND

FUEL TANK

39.00'

29.00'

26.00'

22.00'

CONTRACTOR

TRAILER

RESIDENT ENGINEER

TRAILER

APPROXIMATE TEMPORARY

ELECTRIC AND TELEPHONE

LOCATION (REFER TO ELECTRICAL)

TEMPORARY

ELECTRICAL

EQUIPMENT

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

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8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

10/13/2023

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE ATCT

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEA ATCT WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001810

LEGEND

SEA - D - ATCT - G004

CONTRACTOR LAYDOWN AREA

CRANE LAYDOWN AREA

TEMPORARY COOLING TOWER PLATFORM (SEE

MECHANICAL DRAWINGS)

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 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. ATCT 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 ATCT.

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. CONTRACTOR MUST PROVIDE STRUCTURE FOR SUPPORT OF TEMPORARY COOLING TOWERS OUTSIDE BUILDING FOOTPRINT. ADJUST STEEL STRUCTURE SUPPORTS TO MATCH ACTUAL TEMPORARY COOLING

TOWER DIMENSIONS (SEE STRUCTURAL DRAWINGS).

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.

9. ACCESSIBLE ROUTE FROM HANDICAP SPACES TO MAIN ENTRANCE MUST NOT BE IMPACTED.

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. PARKING MUST BE OFF-SITE AND PROVIDED BY CONTRACTOR. EXISTING PARKING SPACES AT ATCT

ARE OFF-LIMITS FOR CONTRACTOR PARKING.

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 SUBCONTRACTOR ON SITE FOR MORE THAN 60 DAYS. THE BADGED

CONTRACTOR MUST ESCORT SUBCONTRACTORS 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. 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. FLUID SPILLS MUST BE IMMEDIATELY CONTAINED AND PROPERLY CLEANED UP AND DISPOSED OF. AT PROJECT COMPLETION, 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.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. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONSTRUCTION OF TEMPORARY

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) CIRCUIT

BREAKER.

J.3 WELDING EQUIPMENT MUST NOT BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING IS NOT 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.

G004

A8 CONSTRUCTION STAGING PLAN

1" = 30'

GENERAL CONSTRUCTION STAGING NOTES

FEET

Scale: 1 INCH = 30 FEET

60300 15

POWER/TELECOMMUNICATION.

SHEET NOTES

1. INSTALL "SIDEWALK CLOSED" SIGN, ADJUST LOCATION WITH CONSTRUCTION

LIMITS

2. INSTALL CHAIN-LINK FENCE AROUND TEMPORARY COOLING TOWER YARD

GENERAL SHEET NOTES

A. DEMOLISH CONCRETE SIDEWALK AS NECESSARY TO ACCOMMODATE FOR

TEMPORARY COOLING TOWER FOUNDATION.

B. TRAILER LOCATIONS SHOWN IS APPROXIMATE, FINAL LOCATION MUST BE

APPROVED BY COR.

C. TEMPORARY UTILITY CONNECTIONS MUST BE COORDINATED WITH TRAILER

UTILITY CONNECTION POINTS.

D. TEMPORARY UTILITIES MUST BE PROTECTED DURING CONSTRUCTION.

E. TEMPORARY UTILITIES MUST BE REMOVED AFTER CONSTRUCTION.

F. ASPHALT AND CONCRETE PAVEMENT MUST NOT BE REMOVED DURING

INSTALLATION OF TEMPORARY UTILITIES.

G. TEMPORARY UTILITIES MUST NOT OBSTRUCT EMERGENCY VEHICLE ACCESS.

H. TEMPORARY TRAILERS MUST MAINTAIN POSITIVE DRAINAGE TO NEAREST

DRAINAGE STRUCTURE OR FACILITY.

I. PROTECTIVE MEASURES MUST BE IN PLACE TO PROTECT EXISTING ASPHALT

IN CRANE LAYDOWN AREA.

TEMPORARY ELECTRICAL EQUIPMENT AREA

F.1. LOCATE CONTRACTOR'S TRAILERS FOR OFFICE IN CONSTRUCTION STAGING AREA. LOCATE

MATERIALS AND EQUIPMENT STORAGE IN CONSTRUCTION STAGING AREA. TEMPORARY POWER

IS AVAILABLE AT THE BASE BUILDING, IF REQUIRED FOR CONSTRUCTION PURPOSES. POINT OF

CONNECTION MUST BE DETERMINED AT PRE CONSTRUCTION CONFERENCE. COORDINATE POWER

AND TELECOMMUNICATION UTILITY SERVICES AND CONNECTIONS WITH THE COR.

F.2. TEMPORARY POWER SERVICE IS AVAILABLE AT THE BASE BUILDING TO SUPPORT THE CONSTRUCTION WORK. REFER TO ELECTRICAL FOR TEMPORARY POWER PROVISIONS. CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER AND TELECOMMUNICATION UTILITIES FOR CONSTRUCTION STAGING

AND TEMPORARY CONTRACTOR AND RESIDENT ENGINEER TRAILER FACILITIES.

N

10 13 2023

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)

FIRST FLOOR SECOND FLOOR

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

117 N.A.S. EQUIPMENT STORAGE 300 102821

110 BOILER STORAGE 300 4999

111 CHILLER STORAGE 300 3774

115 STORAGE STORAGE 300 2389

116 SHIPPING/ RECIEVING/ MAINT. STORAGE 300 3675

112 ELECTRICAL/ UPS STORAGE 300 2484

113 BATTERY ROOM STORAGE 300 1166

216 CONT. SUPT. 116 STORAGE 300 1

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

202/203 CONFERENCE/ TRAINING/ BRIEFING ASSEMBLY 15 52772

204 BREAK/ KITCHEN BUSINESS 15 24351

207 CBI LAB BUSINESS 50 5220

222 TAPE ROOM STORAGE 300 199

223 STORAGE STORAGE 300 1130

210 SUPPORT SPEC BUSINESS 15 28412

212 COPY/ FILE STORAGE 300 1113

STORAGE ROOM STORAGE 300 1235

STORAGE

102 ELEVATOR MACHINE ROOM 300 175

FLOOR TWO TOTALFLOOR ONE TOTAL

REM. GROSS BUSINESS 1504994REM. GROSS BUSINESS 1503053 21

STORAGE

105 ELECTRON. WORKSHOP 50 17810 BUSINESS 217

BOILER

CHILLER

ELECTRICAL/ UPS

BATTERY ROOM

SHIPPING/

RECEIVING/ MAINT.

STORAGE

115STAIR/ VESTIBULE

ELECTRON. WRKSHP

N.A.S. EQUIPMENT

CCMS

AF COORDINATOR

ENV. OPS SUPER

VEST.

CORRIDOR

MEN

ELEV. MACH. RM.

WOMEN

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

TD = 84'

TD = 62'

CP = 36'

STAIR/ VESTIBULE

CBI LAB

WEATHER OBS.

AT MGR

OPS MGR

OPS SUPER

COPY/ FILE

SUPPORT SPEC

ADMIN

LOBBY

CONT. SUPT.

STORAGE

WOMEN

SHOWER ROOM

SHOWER ROOM

MEN

STORAGE

TAPE ROOM

BREAK/ KITCHEN

CONFERENCE

TRAINING/ BRIEFING

CORRIDOR

CORRIDOR

CORRIDOR

TD = 164'

CP = 36'

TD =99'

0.3

0.3

TO FIRST FLOOR

STAIRS TO FIRST FLOOR

CP = 46'

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

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 0 8

Scale: 3/32 INCH = 1 FOOT

16 24

N

P L O

T D

A T

E /T

IM

E

/1

/2

:0

:3

A M

SEATAC WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

10/13/2023 19001810

SEA - D - ATCT - G101

LIFE SAFETY - FIRST & SECOND FLOOR PLANS

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

C. LEE

C. LEE

J. WATKINS

SEATTLE ATCT

SEATAC

WASHINGTON

- 3/32" = 1'-0"

B8 LIFE SAFETY - FIRST FLOOR PLAN

- 3/32" = 1'-0"

B6 LIFE SAFETY - SECOND FLOOR PLAN

GENERAL SHEET NOTES

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 75 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

A. THIS DRAWING ILLUSTRATES THE EXTENT AND LAYOUT OF FIRE

PARTITIONS AS THEY WERE SHOWN ON PROVIDED AS-BUILTS.

WHERE RATINGS ARE REQUIRED BY CODE OR FAA STANDARDS,

BUT ARE NOT PRESENT, THEY ARE INDICATED AS KEY NOTES ON

THIS DRAWING. 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 STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW PENETRATIONS IN THESE PARTITIONS MADE

BY THE WORK OF THIS PROJECT.

b. FIRE 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).

G101 G101

LIFE SAFETY NOTES

1402 MECH. ROOM 1250 STORAGE 300 5

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

1502 ELECTRONIC EQ. 1763 STORAGE 300 6

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

SUBJUNCTION LEVEL 2 SUBJUNCTION LEVEL 1

1403 UTILITY 255 STORAGE 300 1 1503 UTILITY 176 STORAGE 300 1

1404 VESTIBULE 31 BUSINESS 150 1 1504 VESTIBULE 33 BUSINESS 150 1

SUBJUNCTION LEVEL 2 TOTAL 7 SUBJUNCTION LEVEL 2 TOTAL 8

VESTIBULE

MECHANICAL

STAIR

UTILITY

CP = 92'

0.3

ELECTRONIC

EQUIPMENT

VESTIBULE

STAIR

UTILITY

CP = 87'

0.3

LIFE SAFETY SYMBOLS:

TD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE (MAX: 300 FT)

COMMON PATH OF TRAVEL (MAX: 100 FT)

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)

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

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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A M

SEATAC WASEA ATCT

WESTERN SERVICE AREA DES MOINES, WA

TERMINAL

ENGINEERING

GROUP

10/13/2023 19001810

SEA - D - ATCT - G102

LIFE SAFETY - SUBJUNCTION LEVELS 1 & 2 PLANS

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

C. LEE

C. LEE

J. WATKINS

SEATTLE ATCT

SEATAC

WASHINGTON

- 1/8" = 1'-0"

F8 LIFE SAFETY - SUBJUNCTION LEVEL 2 (LEVEL 14) PLAN

- 1/8" = 1'-0"

C8 LIFE SAFETY - SUBJUNCTION LEVEL 1 (LEVEL 15) PLAN

GENERAL SHEET NOTES

LIFE SAFETY NOTES

A. THIS DRAWING ILLUSTRATES THE EXTENT AND LAYOUT OF FIRE

PARTITIONS AS THEY WERE SHOWN ON THE PROVIDED AS-BUILTS.

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 STOPPING TO COMPLY WITH THE INDICATED

RATINGS AT NEW PENETRATIONS IN THESE PARTITIONS MADE

BY THE WORK OF THIS PROJECT.

b. FIRE 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. BUSINESS OCCUPANCY (EXISTING, SPRINKLERED)

a. MAX TRAVEL DISTANCE 300 FEET

b. MAX COMMON PATH OF TRAVEL 100 FEET

c. MAX DEAD END 50 FEET

B. STORAGE OCCUPANCY

a. MAX TRAVEL DISTANCE 400 FEET

b. MAX COMMON PATH OF TRAVEL 100 FEET

c. MAX DEAD END 100 FEET

G102

G102

SECURITY GATE

MAIN BUILDING

ENTRANCE

DUMPSTER

PERIMETER

SECURITY FENCE

ENGINE GENERATOR

BUILDINGABOVE GROUND

FUEL TANK

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

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8 7 6 5 4 3 2 1

SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

10/13/2023

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE ATCT

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEA ATCT WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001810

LEGEND

SEA - D - ATCT - CD100

CONCRETE SIDEWALK DEMOLITION

DEMOLITION PLAN

CD100

A8 DEMOLITION PLAN

1" = 30'

FEET

Scale: 1 INCH = 30 FEET

60300 15

GENERAL SHEET NOTES

A. SAWCUT CONCRETE PAVEMENT TO FULL DEPTH AT THE LIMITS OF

DEMOLITION OR AT THE NEXT NEAREST JOINT.

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

PAVING AND SIMILAR ITEMS NOT IN THE CONTRACT WORK LIMITS, WHICH IF

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

C. PICNIC TABLES LOCATED IN THE LIMITS OF CONCRETE DEMOLITION MUST BE

STORED DURING CONSTRUCTION AND RETURNED TO ORIGINAL LOCATION

UNLESS DIRECTED OTHERWISE BY COR.

D. PRIOR TO CONSTRUCTION EXISTING UTILITIES WITHIN THE LIMIT OF

DISTURBANCE MUST BE LOCATED WITH GROUND PENETRATION RADAR (GPR)

OR OTHER ACCEPTABLE METHODS.

E. REMOVE AND PROVIDE CONCRETE IN THE LIMITS OF DISTURBANCE AFTER

THE REMOVAL OF THE TEMPORARY COOLING TOWERS.

LIMITS OF DISTURBANCE

DEMOLITION SHEET NOTES -

1. PROTECT HANDICAP ACCESSIBLE RAMP

2. INSTALL "SIDEWALK CLOSED" SIGN, ADJUST LOCATION WITH

CONSTRUCTION LIMITS

SECURITY GATE

MAIN BUILDING

ENTRANCE

DUMPSTER

PERIMETER

SECURITY FENCE

ENGINE GENERATOR

BUILDINGABOVE GROUND

FUEL TANK

6.00'*

4.00'* 2.00'

6.27'

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

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SEATAC

WESTERN SERVICE AREA DES MOINES, WA

ENGINEERING

SERVICES

10/13/2023

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE ATCT

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEA ATCT WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001810

LEGEND

SEA - D - ATCT - C110

CONCRETE

SITE PLAN

C110

A8 SITE PLAN

1" = 30'

FEET

Scale: 1 INCH = 30 FEET

60300 15

GENERAL SHEET NOTES

A. CONCRETE SIDEWALK SURFACE MUST BE FLUSH WITH EXISTING CONCRETE

SIDEWALK SURFACE

B. CONCRETE SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE

BUILDING

C. REMOVE TEMPORARY ELECTRIC CONCRETE PAD AFTER REMOVAL OF

TEMPORARY ELECTRIC EQUIPMENT

LIMITS OF DISTURBANCE

C110

C3 CONCRETE PAD ENLARGEMENT

1" = 10'

FEET

Scale: 1 INCH = 10 FEET

20100 5

SHEET NOTES

1. INSTALL CONCRETE SIDEWALK (REFER TO DETAIL F8/C800)

2. INSTALL TEMPORARY ELECTRIC CONCRETE PAD (REFER TO DETAIL C5/C800)

REFER TO CONCRETE PAD DETAIL FOR DIMENSIONS DENOTED WITH "*"

3. INSTALL CONCRETE JOINT (REFER TO DETAIL C8/C800)

N

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

10/13/2023

SEATTLE AIRPORT TRAFFIC CONTROL TOWER

(SEA ATCT)

MAJOR MECHANICAL UPGRADE

S.BUTLERSEATTLE ATCT

SEATAC

WASHINGTON

S.BUTLER

D.TIRONA

SEA ATCT WA

ENROUTE

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

19001810

SEA - D - ATCT - C800

SITE DETAILS

NOTES:

1. PROVIDE CONTRACTION JOINT MINIMUM EVERY 5'-0" AND EXPANSION JOINT EVERY 30'-0"

OR MATCH JOINT SPACING OF ADJACENT EXISTING SIDEWALK.

2. SIDEWALK REMOVED MUST BE REMOVED IN ITS ENTIRETY, SAWCUT EXISTING SIDEWALK

AT NEAREST JOINT. COMPLETE SLAB MUST BE REPLACED AND PROVIDE JOINTS.

3. MATCH ADJACENT SIDEWALK IN-LINE AND GRADE.

4. JOINT EXPANSION MATERIAL ONLY REQUIRED WHERE SIDEWALK IS ADJACENT TO

CONCRETE CURB OR OTHER STRUCTURES.

SUBGRADE COMPACTED

95% STANDARD

PROCTOR

6x6 - W1.4 x W1.4 WWF

JOINT EXPANSION

EXISTING CURB

4" CONCRETE

C800

F8 CONCRETE SIDEWALK

NTS

ALIGN

DRILL &

GROUT /

EPOXY

2" DIA. SMOOTH BAR W/ CAP

18" LONG - DOWEL 18"O.C.

EXPANSION JOINT

MATERIAL

L

1/2L

NEW CONCRETE

SIDEWALK

EXISTING SIDEWALK

C800

F5 TRANSITION TO NEW SIDEWALK

NTS

4" AGGREGATE BASE

COURSE COMPACTED

TO 95%

EXISTING SIDEWALK

4"

NOTES:

1. MATCH EXISTING SIDEWALK SLOPE.

C800

C8 CONCRETE JOINT DETAILS

NTS

NOTES:

1. PROVIDE DEPTH OF SEALANT AS RECOMMENDED BY THE MANUFACTURER.

TOOLED CONTRACTION JOINT EXPANSION JOINT

JOINT SEALANT

1/8"R.

TYP.

DEPTH

1/2" C

O N

C . D

EP

TH

1/2" THICK

PREMOLDED

JOINT FILLER

1/8"R.

TYP.

3/16"

1/8"

MIN.

1" M

IN

F8 C800

C8 C800

C800

C5 TEMPORARY CONCRETE UTILITY PAD

NTS

NOTES:

1. COORDINATE SIZE & LOCATION WITH EQUIPMENT REQUIREMENTS.

2. CONCRETE COMPRESSIVE STRENGTH fc'= 5,000 psi, AIR ENTRAINED (A/E), AND 0.4 W/C RATIO.

3. CHAMFER EDGES 1" TYPICAL.

4. SIZE PAD FOR WIDTH OF EQUIPMENT PLUS 6" ALL SIDES.

5. CONDUIT SLEEVES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATION FOR EQUIPMENT

#4 @ 12"

EW T&B 2"

8" AGGREGATE

BASE COURSE

8" 8"

PLAN DIMENSIONS & LOCATIONS

REF: CIVIL & ELEC DWGS

PAD FOUNDATION

REVEAL PER

EQUIPMENT

REQUIREMENTS

3"

3"

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

STRUCTURES.

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

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

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

CONSTRUCTION, 2016.

5. IEBC 2021, INTERNATIONAL EXISTING BUILDING CODE, INTERNATIONAL CODE COUNCIL.

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

AMERICAN CONCRETE INSTITUTE, FIFTH PRINTING.

7. AISC 341-16, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION.

8. AWS D1.1-20, STRUCTURAL WELDING CODE, AMERICAN WELDING SOCIETY.

1. CONCRETE DESIGN CONFORMS TO ACI 318–19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

2. PROVIDE MINIMUM 28-DAY COMPRESSIVE STRENGTHS IN COMPLIANCE WITH ACI 318-19 TABLE 19.3.2-1

PERFORMANCE CRITERIA OF EXPOSURE CLASS F3, S0, W1 AND C2:

A. FOUNDATIONS: 5000 PSI

3. ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A 3/4" CHAMFER.

4. 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.

1. MATERIALS:

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

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

1. 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.

2. 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.

3. 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. TORQUE CONTROLLED EXPANSION ANCHORS NOT PERMITTED.

B. ADHESIVE ANCHORS:

a. ANCHORS CONSISTING OF AN INSERT AND CARTRIDGE TYPE, TWO COMPONENT, EPOXY OR

HYBRID ADHESIVE DISPENSED AND MIXED THROUGH A STATIC MIXING NOZZLE PROVIDED BY

THE ADHESIVE MANUFACTURER.

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.

4. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES

FOR ANCHORS. EXERCISE CARE IN DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR

EMBEDDED ITEMS. STOP DRILLING AND NOTIFY THE COR IF REINFORCING STEEL OR OTHER EMBEDDED

ITEMS ARE ENCOUNTERED DURING DRILLING.

5. INSTALL ANCHORS IN DRY HOLES IN ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS.

EMBED ANCHORS INTO THE SUBSTRATE AS INDICATED IN THE POST-INSTALLED ANCHOR SCHEDULE

UON.

DESIGN CRITERIA

EXISTING CONSTRUCTION

1. INFORMATION SHOWN ON THESE DRAWINGS RELATING TO EXISTING CONSTRUCTION IS BASED ON

THE FOLLOWING DRAWINGS. THE INFORMATION IS DEEMED RELIABLE BUT ACTUAL FIELD

CONDITIONS MAY VARY. NOTIFY THE COR IN WRITING OF DISCREPANCIES BEFORE PROCEEDING

WITH THE WORK.

A. AIR TRAFFIC CONTROL TOWER - SEATAC, WA, URS FACILITIES GROUP. 30 JULY 1999.

2. REFERENCE DATUM 0'-0" IS ESTABLISHED AS TOP OF EXISTING GROUND FLOOR FINISHED FLOOR

ELEVATION.

CONSTRUCTION REQUIREMENTS

1. REVIEW AND VERIFY AS-BUILT CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING APPROVED

MANUFACTURER/VENDOR DRAWINGS PRIOR TO SUBMISSION OF STRUCTURAL STEEL SHOP

DRAWINGS. DIMENSIONS ARE BASED ON AS-BUILT DOCUMENTS AND LIMITED FIELD MEASUREMENTS.

VERIFY MEASUREMENTS PRIOR TO FABRICATION OF ELEMENTS AND NOTIFY THE COR OF

DIMENSIONAL VARIANCES.

2. REVIEW AND VERIFY LOCATION OF INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS. COORDINATE WITH OTHER DISCIPLINE SHEETS.

3. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

4. CUT NO HOLES IN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL FROM THE SEOR.

5. PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL

RESPONSIBILITY FOR DAMAGE DURING CONSTRUCTION. RESTORE DAMAGED AREAS TO THE

SATISFACTION OF THE COR, AT NO COST TO THE GOVERNMENT.

6. DETAILS LABELED "TYPICAL" OR SHOWN ON S500 OR ST500 SERIES SHEETS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED.

SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY COR

OF CONFLICTS REGARDING APPLICABILITY OF TYPICAL DETAILS.

7. DO NOT LOAD THE SLAB-ON-GROUND OR ROOF WITH ERECTION EQUIPMENT. THE SLABS HAVE NOT

BEEN DESIGNED FOR THESE LOADS. IF SUPPORT IS REQUIRED, OBTAIN COR APPROVAL OF

PROPOSED SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK.

8. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ROOFS IN EXCESS OF 80 PERCENT OF LIVE

LOAD AS SPECIFIED HEREIN. ENSURE SUB-CONTRACTORS ARE INFORMED OF LOADING

RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON ROOF.

9. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE

CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE

MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING

CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE

BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY

SUPPORTS AS REQUIRED.

10. EXAMINE OTHER DISCIPLINE DRAWINGS FOR REQUIRED OPENINGS AND PROVIDE STRENGTHENING AS

REQUIRED AROUND OPENINGS GREATER THAN 4" IN DIAMETER WHETHER SHOWN ON THE

STRUCTURAL DRAWINGS OR NOT.