Attachment 1a - 65pct CHILR Dwgs.pdf

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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ZLC-1305280A-G001

ARTCC

SALT LAKE CITY

z lc a g .d g n

CHILLER/COOLING TOWER MODERNIZATION

COVER SHEET

Department of Transportation

Federal Aviation Administration

Salt Lake City, UT

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

Air Route Traffic Control Center

Chiller/Cooling Tower Modernization (Major Mechanical Sustain)

1305280

March 2016

65% Submittal

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ZLC-1305280A-G002

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CHILLER/COOLING TOWER MODERNIZATION

BUILDING CODE ANALYSISGENERAL NOTESINDEX OF DRAWINGS

LOCATION MAP

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

LOCATION MAP AND BUILDING CODE ANALYSIS

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

NOT TO SCALE

W

S

IN

T

E R

S T

A T

E

I

R E

D W

O

700 N ST

AIRPORT

INTERNATIONAL

SALT LAKE CITY

S P

E R

Y

Y

NORTH TEMPLE ST.

SALT LAKE WESTERN R.R.

LOCATION

PROJECT

J O

R D

A N

R

1305280

STRUCTURAL:

PUMP HOUSE PREFAB METAL BUILDING SEISMIC RETROFITS101

DRAWING TITLE DRAWING TITLE A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

EQUIPMENT TO BE REMOVED.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

MATCH EXISTING FINISHES.

FINISHES AFFECTED BY THE WORK SHALL BE REPAIRED TO

RESOLVED TO SATISFACTION OF COR.

DEMOLITION WORK SHALL PROCEED UNTIL CONFLICTS ARE

WITH NEW WORK AND NOTIFY COR OF CONFLICTS. NO

DEMOLITION OF BUILDING SYSTEMS. COORDINATE DEMOLITION

FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS BEFORE

THAN TWO PANELS ARE REMOVED.

SUPPORTS AFFECTED BY DEMOLITION WORK WHEN MORE

ADDITIONAL LATERAL BRACING’S FOR ACCESS FLOOR

REQUIRED TO PROTECT ACTIVE EQUIPMENT. PROVIDE

AREA. PROVIDE DUST PROOF PARTITIONS AND BARRIERS AS

VIBRATION OR DISRUPTION TO EQUIPMENT IN THE WORK

COORDINATE WITH COR DEMOLITION WORK THAT MAY CAUSE

SHALL REMAIN OPERATIONAL DURING CONSTRUCTION.

EXISTING FAA COMPUTER AND OTHER SENSITIVE EQUIPMENT

FIRE RATED CONSTRUCTION.

INFORMATION. REFER TO SHEET A001 FOR LOCATIONS OF

TO SPECIFICATION SECTION 07 84 13 FOR ADDITIONAL

PROTECTION EQUIPMENT WITH AN APPROVED SYSTEM. REFER

REMOVAL OR PROVISION OF MECHANICAL, ELECTRICAL OR FIRE

SMOKE BARRIERS THAT ARE EXISTING OR CAUSED BY

FIRESTOP OPENINGS IN FIRE RATED WALLS OR CEILINGS AND

PATCHED.

ANCHORING HOLES IN CONCRETE SURFACES SHALL BE

CONCRETE SHALL BE REMOVED UPON COMPLETION OF WORK.

ANCHORING DEVICES FOR DUSTPROOF CONSTRUCTIONS INTO

SPECIAL REQUIREMENTS WITH COTR BEFORE INSTALLATION.

SCHEMATICALLY ON DRAWINGS, VERIFY FINAL LOCATIONS &

PROTECTION EQUIPMENT. TEMPORARY DP ARE SHOWN

NOT RESTRICT ACCESS TO MECH, ELEC, FAA, OR FIRE

PARTITIONS SHALL BE ACCESSIBLE TO FAA PERSONNEL AND

ACCESS DOORS WHERE INDICATED ON DRAWINGS. TEMPORARY

PROVIDE TEMPORARY DUST PROOF PARTITIONS (DP) WITH

AND ELECTRICAL DRAWINGS.

EQUIPMENT. COORDINATE SIZE & LOCATION WITH MECHANICAL

PROVISION OF MECHANICAL, ELECTRICAL & FIRE PROTECTION

PROVIDE OPENINGS THROUGH EXISTING CONC WALL FOR

FOR ADDITIONAL INFORMATION.

NOT TO DISRUPT FAA OPERATIONS. REFER TO SHEET G005

CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH COR

COMPUTER ROOM AREA WILL BE OCCUPIED BY FAA DURING

EXISTING ELECTRONIC EQUIPMENT ROOM (EAST) & HOST

THE FLYING PUBLIC.

TRAFFIC AND IS DEEMED CRITICAL FOR THE LIFE SAFETY OF

ELECTRONIC EQUIPMENT. THIS EQUIPMENT CONTROLS AIR

SPRINKLER SYSTEM SHALL BE INSTALLED ABOVE CRITICAL

AREAS SHALL BE REMOVED IMMEDIATELY.

COTR. CONSTRUCTION DEBRIS & EQUIPMENT IN OCCUPIED

CLEAN CONSTRUCTION AREAS DAILY TO SATISFACTION OF

AND 1926.21(6)(i).

ACCORDANCE WITH OSHA REQUIREMENTS, 29 CFR 1910.146

WORK IN CONFINED SPACES OR AREAS SHALL BE DONE IN

WITH COR.

THE OPERATION OF THE FACILITY. COORDINATE CUTTING

AVOID CUTTING CONDUITS AS THEY MAY BE CRITICAL TO

INDICATOR TO LOCATE EMBEDDED ELECTRICAL CONDUITS.

PRIOR TO CUTTING CONCRETE, USE MAGNETIC STEEL

WORK IN OTHER AREAS WITH COR.

DEVELOPED TO RESUME WORK IN THAT AREA. COORDINATE

AND CEASE WORK IN THAT AREA UNTIL A PLAN HAS BEEN

DISCOVERD DURING THE WORK, NOTIFY COR, ISOLATE AREA,

DRAWINGS AND REPORTS. IF HAZMAT MATERIALS ARE

MATERIALS. COORDINATE THE WORK WITH HAZMAT ABATEMENT

THIS BUILDING HAS BEEN IDENTIFIED AS CONTAINING HAZMAT

PANELBOARD FOR CIRCUIT BREAKER REPLACEMENT WITH COR.

COORDINATE DE-ENERGIZING, AND ENERGIZING, OF ANY

CLOSE (ENERGIZE) ANY CIRCUIT BREAKER AT ANY TIME.

OPERATION. CONTRACTOR SHALL NOT OPEN (DE-ENERGIZE) OR

ADVANCE AND IN WRITING FOR EACH CASE OF BREAKER

CONTRACTOR SHALL REQUEST PERMISSION OF FAA IN

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS.

PERFORMANCE OF WORK.

BY COR AT LEAST 15 CALENDAR DAYS IN ADVANCE OF

OUTAGES SHALL BE SCHEDULED AND APPROVED IN WRITING

WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL

UNSCHEDULED INTERRUPTIONS SHALL BE NOT TOLERATED.

FOR LIMITS OF WORK.

NOTED. REFER TO SHEET A001 "GUIDE PLAN - BASEMENT"

INCLUDES WORK FOR ENTIRE AREA, UNLESS OTHERWISE

WORK SPECIFIED IN ROOMS/AREAS WITH BREAK LINES

CONCRETE OR FINISH SURFACE, UNLESS OTHERWISE NOTED.

FROM COLUMN CENTER LINES AND FACE OF MASONRY,

DIMENSION LINES SHOWN ON ARCHITECTURAL SHEETS ARE

DUSTPROOF STRUCTURES ARE PRESENT.

MORE FLOOR PANELS HAVE BEEN REMOVED UNLESS

FLOOR MANUFACTURER IN LOCATIONS WHERE THREE (3) OR

PROVIDE AIR BARRIERS AS RECOMMENDED BY ACCESS

DRAWINGS, REFER TO MECHANICAL & ELECTRICAL DRAWINGS.

REQUIRED OUTSIDE OF AREA SHOWN ON ARCHITECTURAL

MECHANICAL AND ELECTRICAL SYSTEMS. FOR DEMOLITION

VERIFY DEMOLITION REQUIRED TO FACILITATE ROUTING OF

SEISMIC CRITERIA:

WIND LOAD CRITERIA:

WIND CODE: ASCE 7-10

WIND SPEED: 120 MPH (3SEC GUST, STRENGTH)

RISK CATEGORY: IV

6.

5.

NUMBER

DRAWING

NUMBER

DRAWING NOTE:

NFPA 72, NATIONAL FIRE ALARM CODE, 2010 EDITION

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2010 EDITION

INTERNATIONAL MECHANICAL CODE, 2012 EDITION

INTERNATIONAL FIRE CODE, 2012 EDITION

NFPA 70 (NATIONAL ELECTRICAL CODE (NEC), 2011

(29 CFR 1910 AND 1926 - CURRENT ISSUE)

GENERAL INDUSTRY SAFETY & HEALTH STANDARDS

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)

BUILDINGS AND FACILITIES (2004)

ABAAS, ADA AND ABA ACCESSIBILITY GUIDELINES FOR

NFPA 101 - LIFE SAFETY CODE, 2012 EDITION

INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION

NFPA 101, EXISTING BUSINESS

IBC, GROUP B

CONTROL AND AUTOMATION WING - TYPE II A IBC

ADMINISTRATION WING - TYPE II B IBCCONSTRUCTION TYPE:

19,500 SF

18,105 SF

12,035 SF

49,640 SF

4.

3.

2.

1.

WILL BE FULLY SPRINKLERED AT COMPLETION OF THIS PROJECT.

THIS BUILDING CODE ANALYSIS IS BASED ON THE ASSUMPTION THAT THE ARTCC

AND REGULATIONS:

APPLICABLE CODES

CLASSIFICATION:

OCCUPANCY

AUTOMATION WING

CONTROL WING

ADMINISTRATION WING

GENERAL:

ARCHITECTURAL:

MECHANICAL:

ELECTRICAL:

A101

A001

M001

A201

A202

A601

M501

M502

M601

M701

A501

A502

M002

M702

M801

M802

E001

E201

E203

E303

E801

E304

E701

E702

G001

G002

G003

G004

G005

MECHANICAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

MECHANICAL EQUIPMENT SCHEDULES

HVAC SEISMIC DETAILS

HVAC CONTROL DIAGRAMS

ELECTRICAL ABBREVIATIONS, LEGENDS AND GENERAL NOTES

ABBREVIATIONS

COVER SHEET

GENERAL/ARCHITECTURAL - LEGENDS

CONSTRUCTION STAGING PLAN

BASEMENT CHILLER ROOM B116 VENTILATION PLAN - DEMOLITION

E101

E102

E103

BUILDING CODE ANALYSIS

DRAWING INDEX, GENERAL NOTES, LOCATION MAP &

DRAWING INDEX, GENERAL NOTES

BASEMENT CHILLER ROOM B116 HAZMAT ABATEMENT

BASEMENT CHILLER ROOM B116 REFLECTED CEILING PLAN

NORTH AREA WAY STAIRS AND MISCELLANEOUS DETAILS

M104 COOLING TOWER AND PUMP HOUSE HVAC PIPING PLAN - DEMOLITION

M105

M201

M202

M203

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

M204

M205 BASEMENT CHILLER ROOM B116 VENTILATION PLAN

COOLING TOWER AND PUMP HOUSE HVAC PIPING PLAN

M301

M302

M303

COOLING TOWER AND PUMP HOUSE PIPING SECTIONS AND DETAILS

COOLING TOWER AND PUMP COOLING TOWER SECTION

HVAC TYPICAL DETAILS

DDCS POINT FUNCTION SCHEDULE

M703

M704

M705

M706

CHILLED WATER SYSTEM SCHEMATIC DIAGRAM - DEMOLITION

CONDENSER WATER SYSTEM SCHEMATIC DIAGRAM - DEMOLITION

COOLING TOWER WATER SYSTEM SCHEMATIC DIAGRAM - DEMOLITION

CHILLED WATER SYSTEM SCHEMATIC DIAGRAM

CONDENSER WATER SYSTEM SCHEMATIC DIAGRAM

COOLING TOWER WATER SYSTEM SCHEMATIC DIAGRAM

- DEMOLITION

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

BASEMENT CHILLER ROOM B116 LIGHTING PLAN - DEMOLITION

BASEMENT CHILLER ROOM B116 POWER PLAN - DEMOLITION

E204

E205

LIGHTNING PROTECTION PLAN - DEMOLITION

COOLING TOWER AND PUMP HOUSE POWER AND

BASEMENT CHILLER ROOM B116 POWER PLAN

AND LIGHTNING PROTECTION PLAN

COOLING TOWER AND PUMP HOUSE POWER

COOLING TOWER AND PUMP HOUSE PANEL SCHEDULE AND DETAILS

CHILLER ROOM PIPING DETAILS

ESSENTIAL POWER SINGLE LINE DIAGRAM - DEMOLITION

E104

ESSENTIAL POWER SINGLE LINE DIAGRAM - DEMOLITION

ESSENTIAL POWER SINGLE LINE DIAGRAM - NEW WORK

- DEMOLITION

MCC-A/MCC-1A AND MCC-B/MCC-1B SINGLE LINE DIAGRAM

- NEW WORK

MCC-A/MCC-1A AND MCC-B/MCC-1B SINGLE LINE DIAGRAM

- DEMOLITION

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

- DEMOLITION

BASEMENT CHILLER ROOM B116 HVAC EQUIPMENT AND PIPING PLAN

M101

M102

M103

M106 BASEMENT CHILLER ROOM B116 VENTILATION DETAILS

BASEMENT FLOOR APPROXIMATE GROSS SQUARE FOOT AREAS:

TOTAL

TEMPORARY COOLING TOWERS:

Z010

Z101

Z121

Z131

E202 COOLING TOWER AND PUMP HOUSE LIGHTING PLAN - DEMOLITION

E302 COOLING TOWER AND PUMP HOUSE LIGHTING PLAN

MECHANICAL ABBREVIATIONS, SYMBOLS AND CONSTRUCTION SEQUENCE

CIVIL:

C001

C002

CIVIL SITE NORTH PIPING PLAN

CIVIL SITE SOUTH PIPING PLAN

CIVIL DETAILSC003

ELEVATIONS

BASEMENT CHILLER ROOM B116 MOTOR CONTROL CENTER

ELEVATIONS

BASEMENT CHILLER ROOM B116 MOTOR CONTROL CENTER

TEMPORARY COOLING TOWER SITE PLAN

TEMPORARY COOLING TOWER PIPING PLAN

SCHEMATIC DIAGRAM

TEMPORARY COOLING TOWER WATER SYSTEM

TEMPORARY COOLING TOWER SCHEDULES

COOLING TOWER AND PUMP HOUSE FLOOR PLAN

COOLING TOWER AND PUMP HOUSE REFLECTED CEILING PLAN

A301

A302 PUMP HOUSE SECTIONS AND DETAILS

PUMP HOUSE EXTERIOR ELEVATIONS

AND VFD ELEVATIONS

COOLING TOWER AND PUMP HOUSE DISCONNECT SWITCH

GUIDE PLAN - BASEMENT

SEISMIC DESIGN CATEGORY: D

SITE CLASS: F

DESIGN SPECTRAL ACCELERATION, Sd1: 0.904

DESIGN SPECTRAL ACCELERATION, Sds: 0.970

MAPPED SPECTRAL RESPONSE ACCELERATION, S1: 0.565

MAPPED SPECTRAL RESPONSE ACCELERATION, Ss: 1.617

SEISMIC IMPORTANCE FACTOR: 1.5

E301 BASEMENT CHILLER ROOM B116 LIGHTING PLAN

S102

S103 PUMP HOUSE ADDITION FOUNDATION SECTIONS AND DETAILS

PUMP HOUSE ADDITION FOUNDATION PLANS

JA

JO

A801 DOOR AND FINISH SCHEDULES

BASEMENT CHILLER ROOM B116 FLOOR PLAN

Z141 TEMPORARY COOLING TOWER POWER SCHEDULES

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

A

AAV AUTOMATIC AIR VENT

AC

A/C AIR CONDITIONING

AD

ADJ ADJACENT OR ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AIC

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ARTS

ATS

AUX AUXILIARY

AWG

B BOILER

BD

BKR BREAKER

BEL BELOW

AF

AT AMPERE TRIP

BF BLIND FLANGE

CONC OR AIR COMPRESSOR

ALTERNATING CURRENT, ASPHALT

ARTCC

CENTER

AIR ROUTE TRAFFIC CONTROL

AMP METERAM

ACC AIR COOLED LIQUID CHILLER

COMPRESSED AIR LINE

AMPERE, AIR,

AA AIR COOLED

ACU

ACT ACCESS CONTROL TERMINAL

AIR CONDITIONING UNIT

ACD ADDRESSABLE CONTROL DEVICE

AFMS AIR FLOW MEASURING STATION

AID

AIF AIR INTAKE FILTER

AO

AMM AMMETER

ANN ANNUNCIATOR

ANALOG OUTPUT

AP ANNUNCIATOR POINT

AS AIR SEPARATOR

ATB AIR TERMINAL BOX

AUTOMATIC TRANSFER SWITCH

ACID VENT

AVG

AV

AVERAGE

AMERICAN WIRE GUAGE

DAMPER, BLOWDOWN

BOARD, BACK-DRAFT

BATTERY CHARGER

BC BARE COPPER

BFP

BFV

BFW

BHP

BACK FLOW PREVENTER

BUTTERFLY VALVE

BOILER FEED WATER

BRAKE HORSE POWER

AREA DRAIN, ACCESS DOOR

& AND

@ AT

ADTN

AWR

APC ACOUSTICAL PANEL CEILING

ASSY ASSEMBLY

AH/AHU AIR HANDLING UNIT

AWP ACOUSTICAL WALL PANEL

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK OR BEAM

BRG BEARING

BTU BRITISH THERMAL UNIT

C CONDUIT

CAB CABINET

BOTTOM

BOD

BOP

BOTTOM OF DUCT

BOTTOM OF PIPE

BPU BREAKER PROGRAMMING UNIT

BLO BLOWER

BLV

BWP BACK WATER PREVENTER

BWV

BALANCING VALVE

BTU/H

BV BALL VALVE

BACK WATER VALVE

CA

BSMT BASEMENT

COMBUSTION AIR

CB

CC COOLING COIL

CFM

CFT CUBIC FOOT

CH CHILLER

CI

CIP

CKT CIRCUIT

CENTER LINE

CLG CEILING

CLR CLEAR

CMP

CMU

CO

COL COLUMN

COMB

COMP

CONC CONCRETE

COND

CONN CONNECTION

CONST CONSTRUCTION

CONT

CONTR CONTRACTOR

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CL,

CENT CENTRIFUGAL

CP

CT

CTR

CU CONDENSING UNIT

CV

CYD CUBIC YARD

COR

CAST IRON PIPE, CAST IN PLACE

CIRCUIT BREAKER

D

DBL DOUBLE

DB

DDCP DIRECT DIGITAL CONTROL PANEL

CS

CD

CFH CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CG CEILING GRILLE

CIR CIRCULATING

CLF CURRENT LIMITING FUSE

CLEANOUT, CONDUIT ONLY

COMBUSTION AIR

COMBINATION, COMBINE,

COMM COMMUNICATIONS

CPT CARPET/RAISED FLOOR

CPC CRITICAL POWER CENTER

CPU CENTRAL PROCESSING UNIT

CR

CTS COOLING TOWER WATER SUPPLY

CONTROL SWITCH

CU

CW

CWR

CWS

CWV

CONDENSING UNIT

DOMESTIC COLD WATER

CHILLER WATER RETURN

CHILLER WATER SUPPLY

COMBINATION WASTE AND VENT

DC DIRECT CURRENT

CURB INLET, CAST IRON

CCMS

CABLE TRAY, COOLING TOWER

COMPRESSIBLE, COMPRESSED

DIRECT BURIAL, DRY BULB

CONDITION, CONDENSATE

RETURN

CENTER, COOLING TOWER WATER

COTR

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DL DEAD LOAD

DN DOWN

DP

DGP DATA GATHERING PANEL

DI

DOM DOMESTIC

DIGITAL INPUT

POSITION INDICATOR,

DROP INLET, DAMPER

DM DEMAND METER

DO DIGITAL OUTPUT

DR DOOR

DPDT

DPNL

DPST

DOUBLE POLE DOUBLE THROW

DISTRIBUTION PANEL

DOUBLE POLE SINGLE THROW

DEG DEGREE(S)

VP

W WATT

W/ WITH

WD WOOD

WG WATER GAGE

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

XFMR TRANSFORMER

TRANSFER

VACUUM PRODUCER

VELOCITY PRESSURE,

YD YARD

YH YARD HYDRANT

Y WYE CONNECTION

VIF VERIFY IN FIELD

VIBRATION SWITCHVS

VCT VINYL COMPOSITION TILE

VC VERTICAL CURVE

VD VOLUME DAMPER

VERT VERTICAL

VF

VFD VARIABLE FREQUENCY DRIVE

VENTILATION FAN

VERTICAL FEET OR

VB VINYL BASE

VBT

VGWB

WALL BOARD

VINYL SURFACED GYPSUM

VAV VARIABLE AIR VOLUME TERMINAL

SQ SQUARE

SRF

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STL STEEL

STOR STORAGE

STR

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

UH UNIT HEATER

UV UNIT VENTILATOR

V VOLT

ST

UPS

SUCT SUCTION

UON UNLESS OTHERWISE NOTED

SP

T

T&B TOP AND BOTTOM

T&G

TK TANK

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TONGUE AND GROOVE

SAFETY RUBBER FLOOR TILE

VAT VINYL ASBESTOS TILE

TEMP TEMPERATURE

TIC

TC

TI

TEMPERATURE CONTROL SWITCH

TEMPERATURE INDICATOR

TYP TYPICAL

TS

STATIC PRESSURE INDICATOR

SUMP PUMP/SEWAGE PUMP,

STC SOUND TRANSMISSION CLASS

TELCOM

COMPANY LINE

TELECOMMUNICATION, TELEPHONE

TOC TOP OF CONCRETE

TM&O

UL

STGP

STEAM, STREET

TBD TO BE DETERMINED

SRG SIGNAL REFERENCE GRID

SPECIFICATIONSSPEC

UTIL UTILITY

STRUCTURAL, STRUCTURE

THERMOSTAT, TREADPCF

PHC PREHEAT COIL

PI

PIV POST INDICATOR VALVE

PL PROPERTY LINE OR PLATE

PLF

PNL PANEL

PRV

PSF

PSI

PT

PTVC

PVC POLYVINYL CHLORIDE

PVI

PVT

RA RETURN AIR

RADIUS

REF REFERENCE

REINF REINFORCING

POINT OF TANGENCY

PRESSURE REDUCING VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER LINEAR FOOT

RISER

REG REGISTER

RAD, R

POINT OF VERTICAL TANGENCY

PCB POLYCHLORINATED BIPHENYLS

POUNDS PER CUBIC FOOT

PD PRESSURE DIFFERENTIAL

PHASE

PSM POWER SYSTEMS MODIFICATION

RECEPTACLE

MTG MOUNTING OR MOUNTED

NUMBER

NOM NOMINAL

NIC NOT IN CONTRACT

NPT

OA OUTSIDE AIR

OC ON CENTER

OD

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

MS MOISTURE SENSOR

PC PRESSURE CONTROL SWITCH

PDI

PDS

PRESSURE INDICATOR

POINT OF INTERSECTION,

PS PRESSURE SENSOR

R

PUMP, PHASE OR POLE

NARACS

NFPA

OSHA

OSW OPERATIONS SUPPORT WING

PRIVATE BRANCH EXCHANGEPBX

POC POINT OF CONNECTION

PVDS

OH OPPOSITE HAND

OUTSIDE DIAMETER, OPEN DRAIN

NO, #

PH

RPTS

RECEPT

RCRA

AND RECOVERY ACT

RESOURCE CONSERVATION

NTS NOT TO SCALE

NATIONAL PIPE THREAD

RCP REFLECTED CEILING PLAN

RF

REV

RETURN FAN

RGS

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

RV

SA SUPPLY AIR

SCHEDULE

SD SMOKE DAMPER

SEC SECTION

SF

SHT SHEET

SIG SIGNAL

SM SPRINKLER MAIN

RIGID GALVANIZED STEEL

REFRIGERANT VENT

SIM SIMILAR

SAN SANITARY

S SMOKE DETECTOR

REVERSE, REVISION

SUPPLY FAN, SQUARE FEET

SAP SOUND ABSORBING PANEL

REQUIREDREQ’D

HOSE BIBB

HEATING COIL

HDW HARDWARE

HEAT EXCHANGER

HOLLOW METAL

HORIZ HORIZONTAL

HPT HIGH POINT

HOUR

HEIGHT

HTG HEATING

HTR HEATER

HVAC

HERTZ

INSIDE DIAMETER

INCH

INSUL INSULATION

INT INTERIOR

JUNCTION

JUNCTION BOX

KVA KILOVOLT AMPERE

KW KILOWATTS

LINEAR FEET

LIVE LOAD

LLH LONG LEG HORIZONTAL

LCP LOCAL CONTROL PANEL

INV INVERT

HPS

HTP HOT TAP (W/STOPPLE FITTING)

HERM HERMETIC

KCMIL THOUSAND CIRCULAR MILS

INSIDE FACE OR INTERIAL FILTER

HWS

HWR HOT WATER RETURN

HOT WATER SUPPLY

INST INSTRUMENT

POUNDS

HPL HIGH PRESSURE LAMINATE

IN,"

GAS SENSOR

LCV LEVEL CONTROL VALVE

LEVEL GAUGE

HUMIDISTAT

HUMIDIFIER

IEWH

WATER HEATER

INSTANTANEOUS ELECTRIC

GV GATE VALVE

GWB GYPSUM WALLBOARD

GW GLYCOL WASTE

HWL HIGH WATER LEVEL

HW DOMESTIC HOT WATER

HIGH PRESSURE STEAM

HIGH PRESSURE SODIUM,

HIGH PRESSURE

HORSE POWER, HEAT PUMP

HAZMAT HAZARDOUS MATERIALS

GWH GAS WATER HEATER

LAN LOCAL AREA NETWORK

HCS HOST COMPUTER SYSTEMS

HWY HIGHWAY

LBS, #

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOW POINT

LIGHT

LTG LIGHTING

MOTOR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MG MOTOR GENERATOR

MO MASONRY OPENING

MANUFACTURER

LPS LOW PRESSURE STEAM

LEVEL SWITCH

MOD MODIFICATION

MCC MOTOR CONTROL CENTER

MIL MILLIMETER

MIN MINIMUM

H

HB

HC

HE

HM

HP

HR

HS

HT

HZ

ID

IF

J

JB

LF

LL

GS

LG

HU

LP

LT

M

LS

EF

EG

ELEC ELECTRIC(AL)

EMD ESTIMATED MAXIMUM DEMAND

EHC ELECTRIC HEATING COIL

EMERG EMERGENCY

EMT

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

FD

FE FIRE EXTINGUISHER

FEC

FIN FINISH

FIXTURE

FLOOR

FM

EL, ELEV

FIRE EXTINGUISHER CABINET

FCV FLOW CONTROL VALVE

FIRE DAMPER OR FLOOR DRAIN

FEPC

EXHAUST FAN

FOR

FOS

FUEL OIL RETURN

FUEL OIL SUPPLY

FFE FINISHED FLOOR ELEVATION

FLEXIBLE DUCTFLEX

FHC FIRE HOSE CABINET

FI

EH

EWH ELECTRIC WATER HEATER

FC FAN COIL UNIT

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM

AND MONITORING

ELECTRICAL DATA ACQUISITION

EP EXHAUST PIPE

ES EXHAUST SILENCER

ER EXHAUST REGISTER

ERMS

ET ELECTRIC HEAT TRACE

FUEL OIL VENTFOV

FOL FUEL OIL LEVEL

FLG FLANGE

FD/SD

FDR FEEDER

FCO FLOOR CLEANOUT

FOT

FLA

FIBER OPTIC TERMINAL

FO FIBER OPTIC

FLUOR FLUORESCENT

FULL LOAD AMPERES

FA FAN COOLED

EACH, EXHAUST AIR

FIX, FIXT

FL, FLR

FAA

DWG(S) DRAWING(S)

EA

FLOW METER, FIRE MAIN

FILTER, FIRE LINE

EFF EFFICIENCY

ELECTRIC HEATER

ELEVATION, ELEVATOR

ENT

ELECTRICAL METALLIC TUBING

FEET

GA

GALV GALVANIZED

GEN GENERATOR

GFM

GL GLASS

GND

GPM

GR

GALLONS PER MINUTE

GFE

G GAS

FT,’

GRILLE

FS FLOW SWITCH

FZ FREEZESTAT

FTR FINNED TUBE RADIATION

FRP

FEET PER MINUTEFPM

FV FULL VOLTAGE

FPU FIELD PROGRAMMING UNIT

GROUND, GROUND CONNECTOR

GPH GALLONS PER HOUR

GRV GRAVITY VENT

GAGE, GUAGE

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

R

S

T

U

V

W

X

Y

MONITORING SYSTEM

CENTRAL CONTROL AND

DIFFUSER, CONDENSATE DRAIN

CONTROL DAMPER, CEILING

TRANSMISSION NETWORK

ADMINISTRATIVE DATA

PLANE

SIGNAL TRANSPORT GROUND

ASSOCIATION

NATIONAL FIRE PROTECTION

SYSTEM

PORTABLE VISUAL DISPLAY

INTERSECTION

POINT OF VERTICAL

CONDITIONING

HEATING/VENTILATING/AIR

SENSOR

HIGH STRENGTH, HUMIDITY

PLASTIC

FIBER GLASS REINFORCED

INDICATOR

FLANGE INSULATION, FLOW

DAMPER

COMBINATION FIRE AND SMOKE

ADMINISTRATION

FEDERAL AVIATION

EXHAUST GRILLE

ENGINE GENERATOR,

MONITORING SYSTEM

ENVIRONMENTAL REMOTE

PER HOUR

BRITISH THERMAL UNIT

REHABILITATION

AUTOMATION WING

SYSTEM

AUTOMATED RADAR TERMINAL

DEVICE

ADDRESSABLE INTERFACE

CAPACITY

AMPERES INTERRUPTING

AIR FLOW SENSOR

AMPERE FRAME,

REPRESENTATIVE

CONTRACTING OFFICER

CONTINUATION

CONTINUOUS OR

CIRCULATING PUMP

CONTROL PANEL,

TECHNICAL REPRESENTATIVE

CONTRACTING OFFICER

RELAY

CEILING REGISTER, CONTROL

VOLUME TERMINAL

CONTROL VALVE, CONSTANT

DIFFUSER, DAMPER

DRAIN, DELTA CONNECTION,

DIFFERENTIAL PRESSURE SWITCH

DUSTPROOF PARTITION,

COMPUTER

FRONT END PERSONAL

TUBING

ELECTRICAL NON-METALLIC

EQUIPMENT

GOVERNMENT FURNISHED

MATERIAL

GOVERNMENT FURNISHED

HEALTH ADMINISTRATION

OCCUPATIONAL SAFETY &

COMMUNICATIONS SYSTEM

NATIONAL RADIO

CURVATURE

POINT OF VERTICAL

SENSOR

PRESSURE DIFFERENTIAL

INDICATOR

PRESSURE DIFFERENTIAL

LABORATORIES, INC.

UNDERWRITER’S

POWER SYSTEM

UNINTERRUPTIBLE

COMPONENTS

VINYL BASE & TRIM

XFR

XFER,

CHGR

BAT

BOTT

BOT,

EX

EXIST,

MFG

MFGR,

MANAGEMENT AND OPERATIONS

TELECOMMUNICATIONS

TAMPER SWITCH

TEMPERATURE SENSOR,

CONTROLLER

TEMPERATURE INDICATING

SCHED

SCH,

ABBREVIATIONS

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

CALLEN R. COLLINS

1305280

ZLC-1305280A-G003

ENGINEERING SERVICES

ENROUTE/FSS

ABBREVIATIONS

CHILLER/COOLING TOWER MODERNIZATION

JON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

a g .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

IBC IINTERNATIONAL BUILDING CODE

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

J o e n

DATE

APPROVED

z lc a g .d g n

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-G004

a g .d g n

CHILLER/COOLING TOWER MODERNIZATION

GENERAL/ARCHITECTURAL - LEGENDS

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

1305280

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

ARCHITECTURAL LEGENDGENERAL LEGEND

C-C

A201

C8

A701

A401

A401

A301

E1

E1

E4 A701

E3

E2 C8

REFERENCE:

FE

DP DP

1,2

1,2,3

1A

REFERENCE (CONT):

SYMBOLS

MATERIALS:

SHEET NOTE NUMBER

SPECIFIC INFORMATION

REFER TO HAZMAT DWG FOR

HAZMAT NOTE, ASBESTOS & PCB

SPECIFIC INFORMATION

REFER TO HAZMAT DWG FOR

HAZMAT NOTE, LEAD PAINT

CEILING HEIGHT DESIGNATION

METAL STUD WALL

ACCESS FLOOR PANELS

BREAK LINES

ELEVATION SYMBOL

ABOVE OR BEYOND

OUTLINE OF OBJECT

DETAIL DESIGNATION

DETAIL TITLE REFERENCE

IS DRAWN OR SCHEDULED

SHEET ON WHICH DETAIL

DETAIL DESIGNATION

DETAIL REFERENCE

DETAIL IS DRAWN

SHEET ON WHICH

SECTION DESIGNATION

SECTION CUT

GRAPHIC SCALE

ELEVATION SHOWN

DARKENED ARROW INDICATES

FINISH SCHEDULE

AND/OR INTERIOR WALL

ELEVATION DESIGNATION

ELEVATION NUMBER

DETAIL NUMBER

ELEVATION IS DRAWN

SHEET ON WHICH

ELEVATION REFERENCE

ELEVATION DESIGNATION

SECTION IS CUT

SHEET ON WHICH

PARTIAL SECTION CUT

SECTION DESIGNATION

SECTION IS CUT

SHEET ON WHICH

CONTRACTOR, UON

DEMOLITION BY

CONTRACTOR, UON

DEMOLITION BY

ROOM NAME & NUMBER

NORTH ARROW

EARTH

CONCRETE

METALS

GYPSUM

WOOD

(AWP)

ACOUSTICAL WALL PANEL

PARTITION TYPE

LETTER INDICATES

FIRE RATING

NUMBER INDICATES

PARTITION TYPE

DOOR NUMBER

PARTITION WITH DOOR

TEMPORARY DUSTPROOF

WATER CLOSET

URINAL

LAVATORY

W/ FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

TRANSFER AIR GRILLE

CEILING REGISTER

RETURN AIR

CEILING DIFFUSER

SUPPLY AIR

LIGHT FIXTURE

(APC)

ACOUSTICAL PANEL CEILING

DESIGNATION

COLUMN LINE GRID

08’ 8’

SCALE: 1/8" = 1’-0"

16’

EQUIPMENT ROOM

ELECTRONIC

B101A

8’-6" AFF

EXISTING NEW

MOUNTED

SURFACE RECESSED

AIR FLOW PANEL

PERFORATED

STEEL

CONC

EARTH

BLKGPLYWOOD

STL

STRUCT

FIN FLR

EL. 89’-6"

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

:3

J o e n

DATE

APPROVED

z lc a g .d g n

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-G005

a g .d g n

CHILLER/COOLING TOWER MODERNIZATION

CONSTRUCTION STAGING PLAN

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

1305280

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

G

F

E

D

C

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

LEFT STEP

NOT TO SCALE

CONSTRUCTION STAGING PLAN

A.1

A.2

A.3

A.4

A.5

B.1

C.1

C.2

C.3

C.4

C.5

REPLACE DIVISION 1 REQUIREMENTS.

PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR

"DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES

GRAPHICALLY REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN

THE FOLLOWING NOTES AND ACCOMPANYING "CONSTRUCTION STAGING PLAN"

PARTICULARLY IN CONJUNCTION WITH ONGOING PROJECTS.

STAGING AREA SHALL BE COORDINATED WITH SITE PERSONNEL VIA COR;

CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION

THROUGH MAIN ENTRANCE SECURITY GATE.

CONTRACTOR’S VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE

AREAS.

AND FENCING TO PROTECT, WARN AND DIRECT PERSONS NEAR CONSTRUCTION

AND DELIVERIES ON SITE. PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE

PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES

CONTROL WING BASEMENT.

LOCATIONS: 1) LOADING DOCK; 2) CHILLER ROOM, CHILLER ROOM AREAWAY, AND

CONTRACTOR’S ACCESS TO BUILDING SHALL BE LIMITED TO THE FOLLOWING

4:00 PM. COORDINATE CONTRACTOR DELIVERIES WITH THE COR.

CONGESTION. FAA SHIFT CHANGES OCCUR AT 6:30 TO 8:00 AM AND 2:00 TO

AT TIMES OTHER THAN FAA EMPLOYEES SHIFT CHANGES TO AVOID

DELIVERIES SHALL BE SCHEDULED AND APPROVED IN ADVANCE WITH COR AND

ACCESSIBLE AT ALL TIMES FOR FAA DELIVERIES.

CONTRACTOR SHALL KEEP LOADING DOCK, FREIGHT ELEVATOR, AND CAFETERIA

PARKING.

EXISTING PARKING SPACES AT ARTCC ARE OFF-LIMITS FOR CONTRACTOR

ADDITIONAL PARKING SHALL BE OFF-SITE AND PROVIDED BY CONTRACTOR.

CONTRACTOR’S PARKING SHALL BE LIMITED TO CONSTRUCTION STAGING AREA.

PERSONNEL WHILE IN THE BUILDING. CONTRACTORS VEHICLES SHALL BE MARKED.

SUPERVISORY PERSONNEL SHALL BE RESPONSIBLE FOR CONDUCT OF THEIR

EMPLOYED BY CONTRACTOR TO WORK AT FACILITY. CONTRACTOR’S

CONSTRUCTION PERSONNEL. FAA RESERVES THE RIGHT TO PROHIBIT WORKERS

PROVIDED TO COR. TEMPORARY SECURITY BADGES SHALL BE ISSUED TO

AN ADVANCE LIST AND WEEKLY LOG OF CONTRACTOR’S PERSONNEL SHALL BE

CONSTRUCTION AREAS.

SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL SHALL REMAIN IN

WITH COR.

COR. ESCORTS OUTSIDE BUILDING MAY BE REQUIRED. COORDINATE REQUIREMENTS

WITHIN THE BUILDING. COORDINATE WORK WITHIN THE BUILDING IN ADVANCE WITH

FAA ESCORTS SHALL BE REQUIRED FOR CONSTRUCTION PERSONNEL WORKING

THE FLYING PUBLIC.

OF THIS EQUIPMENT FOR ANY AMOUNT OF TIME WILL JEOPARDIZE SAFETY OF

COR IMMEDIATELY OF DAMAGE OR DISRUPTION OF ELECTRICAL SERVICES. LOSS

NOT LIMITED TO, DISRUPTION OF POWER TO UNITS. CONTRACTOR SHALL NOTIFY

DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL NEGLIGENCE SUCH AS, BUT

CONTINUOUS PROTECTION OF THIS EQUIPMENT FROM PHYSICAL OR ELECTRICAL

DURATION OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR

EXISTING FAA AIR TRAFFIC EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT

C.6

D.1

OF THIS FACILITY SHALL NOT BE PERMITTED.

AREAS OF THIS FACILITY. WORK SHALL BE COORDINATED WITH COR. DISRUPTION

CONTRACTOR SHALL USE GREAT CARE AND CAUTION WHILE WORKING IN ALL

CLEARANCES REQUIRED TO PERFORM WORK.

FOLLOWING NOTICE OF CONTRACT AWARD. COORDINATE WITH SITE NUMBER OF

PERSONNEL THAT ARE TO OBTAIN SECURITY CLEARANCE BADGING IMMEDIATELY

CONTRACTOR SHALL SUBMIT SECURITY PAPERWORK FOR CONTRACTOR

CONSTRUCTION STAGING PLAN NOTES:

A. CONSTRUCTION ACCESS

B. CONTRACTOR PARKING

D. CONSTRUCTION MATERIAL STORAGE

C. FAA SECURITY REQUIREMENTS

RUN THROUGH STAGING AREA AND ELSEWHERE.

PRIOR PERMISSION FROM COR. BURIED CABLES (UNDERGROUND UTILITIES) MAY

AT THE DISCRETION OF COR. CONTRACTOR SHALL DO NO DIGGING WITHOUT

STORED AND PROTECTED. LIGHTING SHALL BE INSTALLED BY THE CONTRACTOR

AREA SHALL BE SURROUNDED BY A FENCE. MATERIALS SHALL BE NEATLY

LIMITED TO THE CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE

G. CONSTRUCTION OFFICE

G.1

G.2

H. CONSTRUCTION TOILET FACILITIES

H.1

H.2

I. DEMOLITION AND CONSTRUCTION HOURS

I.1

I.2

I.3

I.4

REFER TO DIVISION 1 FOR MORATORIUM OF WORK TIME FRAMES.I.5

CONFERENCE. HOOK-UPS SHALL BE THE RESPONSIBILITY OF CONTRACTOR.

POINT OF CONNECTION SHALL BE DETERMINED AT PRECONSTRUCTION

AT ARTCC, IF REQUIRED FOR CONSTRUCTION PURPOSES OF THE WORK TRAILER.

TELEPHONE AND BOTTLED WATER. TEMPORARY POWER AND WATER IS AVAILABLE

BE LOCATED IN CONSTRUCTION STAGING AREA. CONTRACTOR SHALL PROVIDE

CONTRACTOR’S TRAILERS FOR OFFICE, MATERIALS AND EQUIPMENT STORAGE SHALL

OF BUILDING CELL PHONE USE IS PROHIBITED.

COORDINATE WITH COR USE OF MOBILE CELL PHONES AT FACILITY. SOME AREAS

PERSONNEL LOCATION OF TOILETS PERMITTED FOR USE.

KEPT IN A NEAT AND CLEAN MANNER. CONTRACTOR SHALL COORDINATE WITH FAA

CONTRACTOR MAY USE TOILETS INSIDE ARTCC BUILDING PROVIDED THAT IT IS

WITHIN CONSTRUCTION STAGING AREA.

PORTABLE CHEMICAL TOILETS SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED

BETWEEN 5:30 AM TO 1:00 AM.

THIS FACILITY. DEMOLITION AND CONSTRUCTION NOISE SHALL BE MINIMIZED

CONTRACTOR SHALL NOT INTERFERE WITH AIR TRAFFIC CONTROL FUNCTION OF

COR.

ACCOMPLISHED DURING OFF-HOURS OF 1:00 AM TO 5:30 AM OR AS APPROVED BY

BASEMENT MODIFICATION WORK AREA. WORK ON CRITICAL EQUIPMENT SHALL BE

COORDINATE WORK WITH COR ON CRITICAL EQUIPMENT WITHIN CONTROL WING

WORK.

MINIMUM OF 3 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF THE

SHALL BE SCHEDULED, COORDINATED AND APPROVED IN WRITING BY COR WITH A

NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES

DAYS BEFORE THE PERFORMANCE OF THE WORK.

COORDINATE AND HAVE APPROVAL BY COR IN WRITING, A MINIMUM OF 3 WORKING

SHALL BE ALLOWED ONLY AT PREARRANGED TIMES APPROVED BY COR. SCHEDULE,

CONCRETE SAWING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING

K. ASBESTOS REMOVAL AND DISPOSAL

K.2

K.1

L.1

L.2

M. EQUIPMENT PROTECTION

M.1

M.2

M.3

M.4

REMOVAL & DISPOSAL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

WORK AREA & BUILDING CONTAINS HAZARDOUS MATERIALS (HAZMAT). ASBESTOS

WORK IN THAT AREA. COORDINATE WORK IN OTHER AREAS WITH COR.

CEASE WORK IN THAT AREA UNITL A PLAN HAS BEEN DEVELOPED TO RESUME

MATERIALS ARE DISCOVERED DURING THE WORK, NOTIFY COR. ISOLATE AREA, AND

THE WORK WITH HAZMAT ABATEMENT DRAWINGS AND REPORTS. IF HAZMAT

THE BUILDING HAS BEEN IDENTIFIED AS CONTAINING HAZMAT MATERIALS. COORDINATE

ORIGINAL CONDITION, INCLUDING STRIPING OF PARKING LOT.

UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR PAVED SURFACES TO

BY CONTRACTOR TO THE SATISFACTION OF COR.

DISTURBED LAWNS AND LANDSCAPING SHALL BE RESTORED TO ORIGINAL CONDITION

BY IMPACT, WATER, ASBESTOS, DEBRIS AND DUST, INCLUDING CORE DRILLING.

OUTSIDE BUILDING, FROM DAMAGE, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED

CONTRACTOR SHALL PROTECT NEW AND EXISTING FAA EQUIPMENT, BOTH INSIDE AND

L. PARKING LOT AND DRIVEWAY REPAIR

OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT BREAKER AT ANY TIME.

AND IN WRITING FOR EACH CASE OF BREAKER OPERATION. CONTRACTOR SHALL NOT

CIRCUIT BREAKERS. CONTRACTOR SHALL REQUEST PERMISSION OF FAA IN ADVANCE

IN ADVANCE OF PERFORMANCE OF WORK. ONLY FAA PERSONNEL MAY OPERATE

HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF 3 WORKING DAYS NOTICE

COMPLETED PRIOR TO SHUTDOWN AND SWITCHOVER. SCHEDULE, COORDINATE AND

UNDER DEMOLITION AND CONSTRUCTION HOURS. PREPARATORY WORK SHALL BE

BE ACCOMPLISHED DURING OFF-HOURS AS INDICATED IN NOTE I.2 THIS SHEET

SHUTDOWNS AND SWITCHOVERS OF MECHANICAL AND ELECTRICAL SYSTEMS SHALL

WITH FUNCTIONS OF THE ARTCC.

NECESSARY TO COORDINATE CONSTRUCTION ACTIVITY SO AS NOT TO INTERFERE

ARTCC IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. IT WILL BE

WRITING BY COR.

WELDING SHALL NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN

NO WELDING EQUIPMENT SHALL BE POWERED BY THE FACILITY ELECTRICAL SYSTEM.

CONSTRUCTION STAGING AREA TO BE DETERMINED AT PRECONSTRUCTION MEETING.

NOTE:

BUILDING

SUPPORT

AAS

INTERIM

SUPPORT

BUILDING

FH

R A

M P

700 NORTH STREET

EXIT MAIN ENTRANCE

S E

C U

R

IT

N C

E

S E

C U

R

IT

N C

E

P R

O P

E R

L

IN

E

PARKING LOT

SCREEN

SECURITY

COOLING TOWERS

PROPERTY LINE

PROPERTY LINE

GATE

GATE

R E

E T

U/G FUEL TANKS

AREAWAY

ROOM

CHILLER

LIFT

DOCK

LOADING

FIRE HYDRANT

FAN EF-

EXHAUST

BUILDING 2

BUILDING

NEMC

FENCE

CARE

CHILD

ELEVATOR

FREIGHT

PARKING

VISITOR

BUILDING

CONTROL

SECURITY

FENCE

SECURITY

WATER TANK

U/G 30,000 GAL.

(TYP. 5 PLACES)

CONCRETE BOLLARD

GARAGE & GENERATOR BUILDING

CENTER

CARE

CHILD

BUILDING 1

(ARTCC)

CENTER

CONTROL

TRAFFIC

AIR ROUTE

COVERED ROOF

PATIO WITH

CONCRETE PAD/

DUST DURING CONSTRUCTION. DEBRIS SHALL BE REMOVED BY CONTRACTOR DAILY.

AROUND DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND

PROVIDED BY CONTRACTOR WITHIN THE CONSTRUCTION STAGING AREA. AREAS

ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE

E. CONSTRUCTION DEBRIS

E.1

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

J o e n

DATE

APPROVED

z lc a c .d g n

MATCH

TC22.47

FIN FL EL 21.77

PUMP HOUSE

21.89 C

21.39 G

21.23 C

20.73 G

20.62 C

20.62 G

20.92 C

20.84 G

21.73 P

21.65 P

21.73 P

21.08 P

21.00 P

21.65 P

21.00 P

21.08 P

22.52 TW

20.85 INV

22.52 TW

20.60 INV

21.08 P

21.00 P

21.00 P

21.08 P

.1

22.19 P

SWALE (TYP)

(TYP)

APHALT PAVEMENT

GUTTER (TYP)

CONC CURB &

(TYP)

CONC SIDEWALK

JOINT

EXPANSION

TOP OF SLAB

EL 22.00

GRADE BREAK (TYP)

(TYP)

2%

(TYP)

5:1

21.73 P

21.64 P

21.60 C

21.10 G

21.15 C

21.07 G

21.29 C

20.79 G

MH

TELCO

EMH-C

FH

E X

IS

T

G

E

C T

D U

C T S

C .J

R1-1

BANK

ELEC DUCT

X

16.79 top

17.85 TOP

17.09 TOP

16.80 TOP

18.50 TOP

OF DUCT

18.83 TOP

OF DUCT

19.17 TOP

OF DUCT

18.42 top

18.83 top

17.10 top

5’R

12’R

6-1�"C

1"

IA

EXIST DUCT BANK

IR

1"

IR

IR

EXIST SIDEWALK

4"CTR

S

C T

R

4"CTR

4" CTS

R

A

B A

N D

O N

E D

S

A

B A

N D

O N

E D

W 12"CTR

12"CTR

R

S

10" CTR (ABANDONED)

10" CTS (ABANDONED)

R

S

4" CTS

2-3"C(TELCO)

EXIST CURB AND GUTTER

EXIST CURB AND GUTTER

SOD

ABANDONDED DUCT BANK

ABANDONED SD LINE

4" W4" W

POWER SERVICES BUILDING

EXIST PAVEMENT

EXIST SIDEWALK

UNDERGROUND WATER TANK

EXIST CONCRETE SLAB

ELEC CONDUITS

ABANDONED EXIST

S

C T

R

4"CTR

4" CTS

4"CTR

4" CTS

1 2

4" CTS

4"CTR

C003

F6

C003

C6

R

S

12"CTR

12"CTR

R

S

C003

C2

12"CTR

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-C001

a c .d g n

G

F

E

D

C

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

08’ 8’

SCALE: 1/8" = 1’-0"

16’

UTSALT LAKE CITY

CIVIL SITE

CHILLER/COOLING TOWER MODERNIZATION

NORTH PIPING PLAN

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

SHEET Z010.

WORK WITH "TEMPORARY COOLING" DRAWINGS BEGINNING AT

FOR CONSTRUCTION SEQUENCE SEE SHEET M002. COORDINATE

DRAWINGS. ADD 4200 FEET FOR TRUE ELEVATIONS.

CONTOUR LINES AND ELEVATIONS ARE COMPILED FROM AS-BUILT

FIELD VERIFIED BY EXCAVATION AND HAND DIGGING.

BANKS ADJACENT TO AND CROSSING THE TRENCH LINE MUST BE

ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AND DUCT

APPROXIMATE AND MUST BE FIELD LOCATED.

LOCATION OF EXISTING IRRIGATION WATER LINES ARE

2 FEET 6 INCHES, UNLESS OTHERWISE NOTED.

MINIMUM COVER FOR UNDERGROUND HYDRONIC PIPING MUST BE

A UNIFORM MANNER.

INSTALL UNDERGROUND HYDRONIC PIPING TO EXISTING GRADES IN

THE MAIN LINES.

REPLACED FAA MAY EXERCISE THE ADDITIVE OPTION TO REPLACE

IF ULTRASONIC TESTING INDICATES MAIN LINES SHOULD BE

TEMPORARY COOLING PLAN TO FAA FOR APPROVAL.

IF THE ADDITIVE OPTION IS EXERCISED SUBMIT REVISED

SHEET NOTES:

GENERAL NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

AND CTR BRANCH LINES TO POWER SERVICES BUILDING (PSB).

AT POINT OF CONNECTION EXCAVATE, DISCONNECT, AND CAP CTS

PSB ENTRANCE.

LINES FROM MAIN LINES TO PSB. TERMINATE BRANCH LINES AT

EXCAVATE AND REPLACE UNDERGROUND CTS AND CTR BRANCH

CONDUCT ONE AUTOMATED ULTRASONIC TEST ON EACH MAIN LINE.

SLAB.

DEMOLISH EXISTING CONCRETE SIDEWALK FOR NEW ADDITION

HOUSE ADDITION. MATCH EXISTING CONCRETE DETAILS AND COLOR.

PROVIDE NEW 48"W CONCRETE SIDEWALK AROUND NEW PUMP

NEW PUMP HOUSE ADDITION.

EXCAVATE, EXTEND AND REPLACE UNDERGROUND 12" CTR AROUND

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

J o e n

DATE

APPROVED

z lc a c .d g n

GUTTER (TYP)

CONC CURB &

FH

VAULT

PREVENTER

BACKFLOW

E X

IS

T

G

E

C T

D U

C T S

18.42 top

18.83 top

17.10 top

13.83’

5’

1.5’

.6

61.00’

25’ RAD

EXIST JIB CRANE

4"S

4"S

4"SD

1"

IA

4"SD

"S

D

.4

IN

V

"C

IP

S

MANHOLE

.1

IN

V

"V

C P

17.53 INV

INV 20.19

2"FOR

2"FOS

2"IW

"C

T R

"C

T S

8"G 6 "W

1"IR

IR

�"IR

1"IR

IR

IR

2"STEAM (LP)

4"HWS

4"HWR

6"CWS

6"CWR

2"FOS ABANDONED

2"FOR ABANDONED

INV 24.35

BANK

DUCT

TELCO

SDSD

S D

S D

"G

GAS METER

(TYP)

CONC SIDEWALK

(TYP)

PAVT

ASPHALT

BANK

ELEC DUCT

22.50 TOP

OF DUCT

20.10 TOP

OF DUCT

20.50 TOP

OF DUCT

EXIST 8"G

CONN TO

25.00+ BOP

23.67 BOP

24.00 BOP

2"FOR

25.36 BOP

(T Y

P

DWG M14

FOR CONT, SEE

(4 PIPES)

SEE NOTE 4

8"G

CAP EXIST

23.86 BOP

23.86 bop

EXIST DUCT BANK

EXIST DUCT BANK

BASEMENT

"G

R

A

B A

N D

O N

E D

S

A

B A

N D

O N

E D

10" CTR (ABANDONED)

10" CTS (ABANDONED)

R

S

R

S

R

S

FUEL OIL LINES

EXIST CURB AND GUTTER

SOD

4" W4" W

ABANDONED 8"G

SEE DWG E01

ELEC CONDUITS,

ABANDONED EXIST

SEE DWG E01

ELEC CONDUITS,

ABANDONED EXIST

EXIST PAVEMENT

C003

F6

C003

C6

C003

F4

C003

C4

R

S

R

S

R

S

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-C002

a c .d g n

G

F

E

D

C

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

08’ 8’

SCALE: 1/8" = 1’-0"

16’

CIVIL SITE

CHILLER/COOLING TOWER MODERNIZATION

SOUTH PIPING PLAN

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

SHEET Z010.

WORK WITH "TEMPORARY COOLING" DRAWINGS BEGINNING AT

FOR CONSTRUCTION SEQUENCE SEE SHEET M002. COORDINATE

DRAWINGS. ADD 4200 FEET FOR TRUE ELEVATIONS.

CONTOUR LINES AND ELEVATIONS ARE COMPILED FROM AS-BUILT

FIELD VERIFIED BY EXCAVATION AND HAND DIGGING.

BANKS ADJACENT TO AND CROSSING THE TRENCH LINE MUST BE

ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AND DUCT

APPROXIMATE AND MUST BE FIELD LOCATED.

LOCATION OF EXISTING IRRIGATION WATER LINES ARE

2 FEET 6 INCHES, UNLESS OTHERWISE NOTED.

MINIMUM COVER FOR UNDERGROUND HYDRONIC PIPING MUST BE

A UNIFORM MANNER.

INSTALL UNDERGROUND HYDRONIC PIPING TO EXISTING GRADES IN

THE MAIN LINES.

REPLACED FAA MAY EXERCISE THE ADDITIVE OPTION TO REPLACE

IF ULTRASONIC TESTING INDICATES MAIN LINES SHOULD BE

TEMPORARY COOLING PLAN TO FAA FOR APPROVAL.

IF THE ADDITIVE OPTION IS EXERCISED SUBMIT REVISED

SHEET NOTES:

GENERAL NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

LINES FROM CHILLER ROOM TO COOLING TOWER.

ADDITIVE OPTION: REPLACE UNDERGROUND CTS AND CTR MAIN

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:3

:0

J o e n

DATE

APPROVED

z lc a c .d g

PAVEMENT

TACK COAT

RADIUS= 1 1/2"

3":12" BATTER

RADIUS= 3/4"

1/4"

6"

OTHERWISE

6" UNLESS NOTED

CONC SIDEWALK

WHERE OCCURS

2’-1 1/2"

SAW CUT

REPLACE PAVEMENT

REMOVE AND

SAW CUT

PIPE BEDDING

PROTECT SAW CUT EDGES OR

MAKE NEW CUT IMMEDIATLEY

PRIOR TO PLACING NEW PAVEMENT

NOTE:

GRASS

SHORING

BRACED

CONST SLOPE

TEMPORARY

SHORING

BRACED

V A

R

IE

S

S S

1’-0" 1’-0"

MINMIN

1:

MATERIAL

TAMPED GRANULAR

HAND PLACED AND

OR ROCK

ORGANIC MATERIAL

COMPACTED FILL FREE OF

THOROUGHLY COMPACTED

GRANULAR MATERIAL

ROCKFIRM EARTH

6" MIN

DIA WW

FOR NUMBER OF PIPES

SEE DWG C03.

2.

1.

WHICHEVER IS GREATER

W=6" OR 0.25 X DIA

JOINT SEALANT

STRUCTURE OR

FOUNDATION

NON-EXTRUDING

JOINT FILLER

1/4" RADIUS

3/4"-1"

NOTE :

CONSTRUCT DUMMY GROOVE

JOINT AT 4’ INTERVAL AND

�" EXPANSION JOINT AT 20’

INTERVAL IN SIDEWALK.

ON DWG C03

BLIND FLANGE AS SHOWN

CONCRETE BASE

MECH DWG

1.00’ MIN OR SEE

STEEL PIPE

FINISH GRADE

GROUND PIPE

WELD TO ABOVE

2’-0" SQ6

90°

M A

X

O V

E R

C003

WARNING TAPE

WARNING TAPE

WATER

COLLAR

CONC

M

IN

@ UNPAVED AREA

GROUND SURFACE

CAST IRON COVER

MARKED "WATER"

OR OTHER SERVICE

AT PAVEMENT

BOX FLUSH

ADJUSTABLE CAST

IRON VALVE BOX

GATE VALVE

MIN

4"

NOTES :

F2

MATCH EXISTING

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-C003

a c .d g n

G

F

E

D

C

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

SCALE: NTS

WELD CONNECTION

C003

F7

SCALE: NTSC003

C6 CONCRETE CURB & GUTTER

SCALE: NTSC003

C4

SCALE: NTSC003

C2CONCRETE SIDEWALK EXPANSION JOINT

F6

F2 PIPE BEDDING DETAILTRENCH @ PAVEMENT

F4 TRENCH @ SOD

SCALE: NTS

VALVE BOX DETAIL

C003

B7

1305280

CHILLER/COOLING TOWER MODERNIZATION

CIVIL DETAILS

ENGINEERING SERVICES

ENROUTE/FSS

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

:1

J o e n

DATE

APPROVED

z lc a a .d g n

B119

B119

B120

SYSTEM

EQUIPMENT ROOM

B120

B130

B102

B101

UP

UP

B117

B108

B102

B114

B113

B116

B115

B104

B103

B101 B112

B106

B105

B107

B111

B118

B110

FREIGHT

ELEVATOR

B107

B109

UP

B10

B15 B16

B17 B18 B19 B21

B12

14A

UP

UP

RAMP DN

DN

B135 B137

B136

UP

B13

B23

B24

B20

MECHANICAL ROOM

COMMUNICATIONS EQUIPMENT ROOM

ELEC EQUIP RM

CORRIDORCORRIDOR

FORMER TELCO ROOM OFFICE

SHOP AREA

ESU OFFICE/WORK AREA

CORRIDOR

WOMEN

FORMER TELCO ROOM

BOILER ROOM

CRITICAL VAULT

AREAWAY

WEIGHT ROOM

STAIR-B

VESTIBULE

FSDPS MIFC

PAMRI

NADIN 1A

COMPUTER DISPLAY CHANNEL (CDC)

E-DARC

PAMRI

OFFICESTAIR-ASTAIR #3

TM&O AREA

OFFICE

WORK AREA

STAIR No.1

MEN

CHILLER ROOM

ROOM

UTILITY

TOILET

WOMEN’S

TOILET

MEN’SBREAK ROOM

FSDPS

BREAK ROOM

NDP

REPAIR

MAINTENANCE

AF

OPERATIONS

FSDPS

WORK AREA

FSDPS

OFFICE

NDP

OFFICE

SUPERVISOR

FSDPS

DESK

MAINT

ELECT EQ

ROOM

MECH

ROOM

MONITORING

OFFICE

ESU

OFFICE

AUTO UNIT

CLOSET

JANITOR

MECHANICAL EQUIPMENT ROOM

B112

B134D

B134C

OFFICE

OFFICE

HOST EQUIPMENT ROOM

K-8 G-9 C-2 A-A D-D J-J L-L

M K G C-CA C U T S R P

C-1F K M-1 P-1

L N

P-7

R-6 S-6

A-2 A-1 A-3 A-4 A-5 A-6

M-M K-K G-G

AREA OF WORK

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A001

a a .d

GENERAL NOTES:

LEGEND:

KEY PLAN:

08’ 40’10’ 20’ 30’

SCALE: 1/16" = 1’-0"

A001

A7

SCALE: 1/16" = 1’-0"

GUIDE PLAN - BASEMENT

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

RATED CONSTRUCTION.

FIRST FLOOR SLAB ABOVE BOILER ROOM SHALL BE A 1-HOUR FIRE

UTILITY CHASE WALLS ARE 2-HOUR FIRE RATED CONSTRUCTION.

FIRE RATED CONSTRUCTION.

ELECTRICAL EQUIPMENT ROOM 13A, CONCRETE CEILING, IS 2-HOUR

A.

B.

C.

D.

TYPE II A CONSTRUCTION.

WAFFLE SLAB HAS ONE-HOUR FIRE RATING RATING PER IBC 2009

CONTROL AND AUTOMATION WINGS FIRST FLOOR CONCRETE

E.

F.

THE PARTITIONS AS SHOWN SHOULD BE RATED AS INDICATED.

CURRENTLY PROVIDE THE REQUIRED FIRE RATING, BUT ONLY THAT

DOES NOT REPRESENT THAT THESE EXISTING PARTITIONS, IN FACT,

FIRE-RATED PARTITIONS AS REQUIRED BY CODE. THIS DRAWING

THIS DRAWING ILLUSTRATES THE EXTENT AND LAYOUT OF

G.

H.

ITEMS LEAVING OPENINGS/HOLES).

MADE BY THE WORK OF THIS PROJECT (REMOVALS OF EXISTING

COMPLY WITH THE INDICATED RATINGS AT NEW OPENINGS/HOLES

THE WORK OF THIS PROJECT; FIRE AND SMOKE-STOPPING TO

RATINGS AT NEW PENETRATIONS IN THESE PARTITIONS MADE BY

FIRE AND SMOKE-STOPPING TO COMPLY WITH THE INDICATED

SCOPE INCLUDES:

CURRENTLY PROVIDE THE REQUIRED FIRE RATING. THIS PROJECT

UPGRADING ANY OF THESE EXISTING PARTITIONS THAT DO NOT

PACKAGE, THIS PROJECT SCOPE DOES NOT INCLUDE REPLACING OR

UNLESS SPECIFICALLY INDICATED OTHERWISE IN THIS DRAWING

PER IBC 2009 TYPE II B CONSTRUCTION.

ADMINISTRATION WING CONCRETE FLOOR DECKS HAVE NO RATING

2-HOUR RATED WALL

1-HOUR RATED WALL

AREA OF WORK

WING

AUTOMATION

CONTROL WING

WING

ADMINISTRATION

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

GUIDE PLAN - BASEMENT

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:0

:0

P

M J o e n

DATE

APPROVED

z lc a a .d g n

UP

UP

ELEVATOR

UP

B115

B119

B116

B113

B107

B117

B112

B118

B111

R A

N

A-1 A-3 A-4 A-5 A-6F C-1 A-2

VESTIBULE

ROOM

BOILER ROOM

ROOM

MONITORING

SHOP

ROOM

MACHINE

ELEVATOR

ROOM

CHILLER

WAY

AREA

ROOM

ELECTRICAL

ROOM

MECHANICAL

ROOM

ELECTRICAL EQUIPMENT

WING

AUTOMATION

WING

ADMINISTRATION

CONTROL WING

08’ 8’

SCALE: 1/8" = 1’-0"

16’

HAZMAT GENERAL NOTES:

KEY PLAN:

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A101

BASEMENT CHILLER ROOM B116

a a .d g n

HAZMAT ABATEMENT

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

A101

A8

SCALE: 1/8" = 1’-0"

BASEMENT CHILLER ROOM B116 - HAZMAT ABATEMENT

CALLEN R. COLLINSJON W. ORR

A.

B.

IN ACCORDANCE WITH DIVISION 2 SPECIFICATIONS.

COMPONENTS (LCC) ARE PRESENT IN THE PROJECT AREA. ABATE

ASBESTOS CONTAINING MATERIAL (ACM) AND LEAD COATED

COORDINATE WITH DEMOLITION.

QUANTITIES ONLY. VERIFY QUANTITIES BEFORE BEGINNING WORK.

HAZMAT DRAWINGS SHOW LOCATIONS AND APPROXIMATE

HAZMAT KEY NOTES:

1KEY

ACM AND LCC

- LLC: CHILLERS (4 EA) - GREEN FOAM RUBBER GUARDS

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:0

J o e n

DATE

APPROVED

z lc a a .d g n

UP

UP

ELEVATOR

UP

B115

B119

B116

B113

B107

B117

B112

B118

B111

A-1 A-3 A-4 A-5 A-6F C-1 A-2

ROOM

MECHANICAL

ROOM

ELECTRICAL

ROOM

MACHINE

ELEVATOR

SHOP

VESTIBULE

ROOM

BOILER ROOM

WAY

AREA

ROOM

CHILLER

ROOM

MONITORING

ROOM

ELECTRICAL EQUIPMENT

4 5

1 2 7 6 3 8

UP

UP

F8

A601

1B116

2B116

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A201

a a

.d

08’ 8’

SCALE: 1/8" = 1’-0"

16’

WING

AUTOMATION

WING

ADMINISTRATION

CONTROL WING

KEY PLAN:

SHEET NOTES:

GENERAL SHEET NOTES:

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

WITH COR.

MECHANICAL. COORDINATE RECONNECTION OF SECURITY SYSTEM

REINSTALL DOOR AND LOUVER ASSEMBLY. COORDINATE WITH

PATCH, REPAIR AND PREPARE WALLS AND CEILING TO BE PAINTED.

SURFACE.

MANUFACTURER FOR/IF WORK IS REQUIRED TO PREPARE

MAY HINDER APPLICATION OF NEW FINISH. COORDINATE WITH

PREPARE FLOOR FOR NEW FINISH. EXISTING FLOOR FINISH

WHERE EQUIPMENT WAS REMOVED.

PAINT EXPOSED PARTITION TO MATCH ADJACENT SURFACE

DOORS. DOOR FRAMES TO REMAIN. SEE DOOR SCHEDULE.

EXISTING DOORS TO BE REMOVED AND REPLACED WITH NEW

REMOVE EXISTING STAIRS.

A.

CRITICAL TO THE OPERATION AND FUNCTION OF THIS FACILITY.

EQUIPMENT FROM DUST, DEBRIS AND WATER. EQUIPMENT IS

PROTECT EXISTING OPERATIONAL AND NON-OPERATIONAL

RATED WALLS.

SMOKE AND FIRESTOP EXISTING AND NEW PENETRATIONS IN FIRE

PRECAUTIONS WITH COR.

AND COR. COORDINATE SECURITY SYSTEMS DISCONNECTION AND

TO ALLOW FOR THE WORK, COORDINATE REMOVAL WITH MECH

REMOVE AND SAVE FOR REUSE DOOR AND LOUVER ASSEMBLY

MAINTENANCE PADS.

COORDINATE WITH MECHANICAL AND EXISTING CONCRETE

CONCRETE MAINTENANCE PADS REQUIRED FOR EQUIPMENT.

EXPAND EXISTING.

REQUIRED. USE EXISTING PADS. IF LARGER PADS ARE REQUIRED,

EQUIPMENT REQUIRED. REFER TO MECHANICAL FOR SIZE OF PADS

6" HIGH CONCRETE MAINTENANCE PAD FOR MECHANICAL

PROVIDE NEW METAL STAIRS. SEE SHEET A601.

BASEMENT CHILLER ROOM B116

A201 SCALE: 1/8" = 1’-0"

BASEMENT CHILLER ROOM B116 FLOOR PLANC7

ENGINEERING SERVICES

ENROUTE/FSS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

CALLEN R. COLLINSJON W. ORR

REQUIRED TO REMOVE CHILLERS.

REMOVE DOORS AND CONCRETE THRESHOLD/CURB IF

RC

JA

FLOOR PLAN

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:5

J o e n

DATE

APPROVED

z lc a a .d g n

20’-0"

8’-7 1/8"

SLOPE IN SLAB SLOPE IN SLAB

FLOOR DRAIN

T

1CS

1ER

EX

A302

B8

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A202

a a

.d

SHEET NOTES:

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

NOT MATCH ADJACENT SURFACES. COORDINATE WITH COR.

EQUIPMENT HAS BEEN REMOVED THAT EXPOSES FINISHES THAT DO

REFINISH FLOORS WHERE DAMAGED BY THE WORK, OR WHERE

THAT DO NOT MATCH ADJACENT SURFACES. COORDINATE WITH COR.

WHERE EQUIPMENT HAS BEEN REMOVED THAT EXPOSES FINISHES

PAINT WALLS AND CEILING WHERE DAMAGED BY THE WORK, OR

2 1

PH-1

SHEETS FOR WORK IN THIS AREA

SEE MECHANICAL AND ELECTRICAL

ENGINEERING SERVICES

ENROUTE/FSS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

A202

C7

SCALE: 1/4" = 1’-0"

COOLING TOWER PUMP HOUSE PLAN

CALLEN R. COLLINSJON W. ORR

(ADDITION)

CHEMICAL STORAGE

(ADDITION)

ELECTRICAL ROOM

FLOOR PLAN

COOLING TOWER AND PUMP HOUSE

PUMP HOUSE

EXISTING

(SEE SHEET C001)

CONCRETE SIDEWALK

EDGE OF NEW

(SEE SHEET C001)

CONCRETE SIDEWALK

EXTEND EXISTING

C O

N C

R E

T E

N E

W

C O

N C

R E

T E

E X

IS

T

IN

G

C O

N C

R E

T E

N E

W

C O

N C

R E

T E

E X

IS

T

IN

G

JA

RC

CS-1

ER-1

COAT.

FOR CLEANING OPTIONS. CLEAN IS TO PREPARE FLOOR FOR A SEAL

CLEAN CONCRETE SLAB FLOOR. SEE SPECIFICATION SECTION 030130

REPLACE FLOOR DRAIN GRATES.

PROVIDE CONCRETE SEALER FOR FLOOR.

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

J o e n

DATE

APPROVED

z lc a a .d g n

METAL SIDING

PREFINISHED

PREFORMED &

INSULATED

FINISH FLOOR

FINISH GRADE

FINISH FLOOR

CONC RAMP

FINISH GRADE

& LOUVER

EXISTING FAN

RELOCATE

DOWNSPOUT

SPECS

SEE MECH

LOUVER.

FAN &

NEW VENT

"METAL SIDING

PREFINISHED

PREFORMED &

INSULATED

LOUVER IN DOOR

AIR INTAKE

METAL BUILDING

PREFABRICATED

EXISTING

METAL BUILDING

PREFABRICATED

EXISTING

NEW ADDITIONEXISTING STRUCTURENEW ADDITION

METAL SIDING

PREFINISHED

PREFORMED &

INSULATED FINISH FLOOR

FINISH GRADE

DOWNSPOUT

SPECS

SEE MECH

LOUVER.

FAN &

NEW VENT

METAL SIDING

PREFINISHED

PREFORMED &

INSULATED

FLOOR

FINISH

RAMP

CONC

MECH SPECS

& LOUVER. SEE

NEW VENT FAN METAL BUILDING

PREFABRICATED

EXISTING

METAL BUILDING

PREFABRICATED

EXISTING

GRADE

FINISH

SEE ELECT SPECS

AND DISCONNECT.

EXTERIOR HOOKUPS

R

SEE MECH SPECS

& LOUVER.

NEW VENT FAN

M

IN

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A301

a a

.d

A301

F8

SCALE: 1/4" = 1’-0" A301

F6

SCALE: 1/4" = 1’-0"

WEST ELEVATION

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

CHILLER/COOLING TOWER MODERNIZATION

ENGINEERING SERVICES

ENROUTE/FSS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

1305280

NORTH ELEVATION

A301

B8

SCALE: 1/4" = 1’-0" A301

B6

SCALE: 1/4" = 1’-0"

EAST ELEVATIONSOUTH ELEVATION

EXTERIOR ELEVATIONS

PUMP HOUSE

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:3

J o e n

DATE

APPROVED

z lc a a .d g n

Z GIRT (TYP)

INSULATED METAL PANEL

RAIN GUTTER

ROOF PURLIN (TYP)

INSULATED PREFINISHED METAL DECKING

DOWNSPOUT

BUILDING SYSTEM

PREFAB METAL

- SEE STRUCTURAL

FOUNDATION

ADDITION

ROOM

ELECTRICAL

PH-1

HOUSE

PUMP

EXISTING

5" MIN BUILDING SEPARATION. PROVIDE

FLASHING TO ALLOW MOVEMENT IN

ORTHOGONAL DIRECTIONS

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

ZLC-1305280A-A302

a a

.d

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

ENROUTE/FSS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

CALLEN R. COLLINSJON W. ORR

PROJECT ENGINEER MGR: ENGINEERING - SEATTLE

1305280

A302

B8

SCALE: 1/2" = 1’-0"

SECTIONS AND DETAILS

SECTION THROUGH ADDITION

PUMP HOUSE

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

J o e n

DATE

APPROVED

z lc a a .d g n

UP

UP

ELEVATOR

UP

B115

B119

B116

B113

B107

B117

B112

B118

B111

A-…