2-ESC STAIR ADD Drawings.pdf

PDF 38 MB Posted Aug 4, 2026

Attached to: Salt Lake City Airport Baggage Storage Office (BSO) Expansion, Security Checkpoint Demo & Expansion, Escalator & Stairs Terminal Level 1 to Level 2
Solicitation number: SLCDA-DCM-542703, 542704, 542705
Issued by: Utah

About this file

Written by GovTribe AI · Aug 4, 2026

This is a set of design and construction management drawings for the Salt Lake City International Airport Terminal Escalator and Stair Addition project, prepared by HOK architects and engineers for the Salt Lake City Department of Airports. The project involves installing a new 32-inch escalator between Terminal Level 1 and Level 2 in Sector G, relocating an existing stair, and associated structural modifications. The work area encompasses approximately 1,240 square feet of new terminal escalator and stair addition, with demolition and relocation of existing stairs. The project is designed in accordance with the 2024 International Building Code, 2024 International Existing Building Code, and applicable Utah state construction codes. The drawings were issued for permit on July 31, 2026, with a project number of 26.06005.03 and AIP number 3-49-0033-xxx-202x.

The construction documents include comprehensive structural, architectural, mechanical, electrical, plumbing, fire protection, security, and telecommunications specifications across multiple discipline sets. Key structural work includes removal of existing escalator pit walls and slabs, installation of new reinforced concrete pit floors and walls with crystalline waterproofing, new steel framing and support posts for the relocated stair, and floor opening modifications at Level 2. Deferred submittal items include mechanical and electrical equipment anchorage, pipe and conduit hangers with seismic bracing, and fire protection system details. The project requires special inspections for structural work, welding, concrete placement, and reinforcement installation in accordance with 2024 IBC Chapter 17. All concrete materials must meet specified compressive strengths and embodied carbon limits, with a maximum GWP of 0.98 kg CO2e/kg for most applications. The contractor is responsible for temporary bracing design, shoring engineering, and verification of existing conditions prior to demolition.

View the file

Other files

File	Type	Posted
1-BSO Expansion, SSCP, ESC-STR Project Manual.pdf	PDF	Aug 4, 2026
3-BSO Expansion Drawings.pdf	PDF	Aug 4, 2026
5-Construction Safety Manual.pdf	PDF	Aug 4, 2026
4-SSCP Drawings.pdf	PDF	Aug 4, 2026

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ATUFO

ETA

T S

T C

HCRADES

N E

C I

STEVEN

HANDELMAN

No. 10460714No. 10460714No. 10460714No. 10460714----0301030103010301

07.31.26

A B

C D

F G

H J KL

Sector Key Plan

Site Key Plan

SALT LAKE CITY INTERNATIONAL AIRPORT

DESIGN AND CONSTRUCTION MANAGEMENT DIVISION

BUILDING SUMMARY

PROFESSIONAL SEAL

RDPRC CONTACT

PROJECT ADDRESS:

PROJECT INFORMATION:

BASE BUILDING AREA (SQ.FT.)

TERMINAL - 909,681 SQ.FT.

WORK AREA (SQ.FT.)

DESCRIPTION OF WORK

A LEGIBLE FULL SET OF APPROVED PLANS AND DOCUMENTS ARE REQUIRED TO BE ON-SITE FOR INSPECTIONS.

MAILING ADDRESS

SALT LAKE CITY INTERNATIONAL AIRPORT

SECOND FLOOR - TERMINAL UNIT #1

P.O. BOX 145550, SALT LAKE CITY, UTAH 84114-5550

LOCATION MAP

NOT TO SCALE

ISSUE FOR PERMIT

P M

TERMINAL LEVEL 1 & 2

ESCALATOR & STAIRS TERMINAL LEVEL 1 TO LEVEL 2

BLD#

JULY 31, 2026

NAME: STEVEN HANDELMAN

E-MAIL: STEVEN.HANDELMAN@HOK.COM

PHONE: +1 (415) 356 - 8713

3920 W. TERMINAL DRIVE

SALT LAKE CITY, UTAH 84122

1,240 SF

NEW TERMINAL ESCALATOR AND STAIR ADDITION. REMOVAL / RELOCATION OF EXISTING STAIR

PROJ #542705

AIP No. 3-49-0033-xxx-202x

STRUCTURAL

ARCHITECTURAL

PLUMBING

MECHANICAL

ELECTRICAL

SECURITY

TELECOM

FIRE ALARM

FIRE PROTECTION

PUBLIC ADDRESS

ARCHITECTURAL GRAPHICS

PROJECT SPECIFICATIONS

- ANCHOR BOLT

- AIR CONDITIONING

- ACCESSIBLE

- AIRPORTS COUNCIL INTERNATIONAL

- ACOUSTICAL

- AREA DRAIN

- AMERICANS WITH DISABILITIES ACT

- ADA ARCHITECTURAL GUIDELINES

- ADDITIONAL

- FAA AIRCRAFT DESIGN GROUP

- FAA AIRCRAFT DESIGN GROUP I - SMALL COMMUTER

- FAA AIRCRAFT DESIGN GROUP II - LARGE COMMUTER

- FAA AIRCRAFT DESIGN GROUP III - NARROW BODY

- SMALL WIDEBODY (135’ WINGSPAN)

- FAA AIRCRAFT DESIGN GROUP IV - WIDEBODY

- FAA AIRCRAFT DESIGN GROUP V - JUMBO WIDEBODY

- FAA AIRCRAFT DESIGN GROUP VI - NEW LARGE AIRCRAFT

- ADJUSTABLE

- AVERAGE DAY PEAK MONTH

- AUTOMATED EXTERNAL DEFIBRILLATOR CABINET

- AIRPORT ENTERPRISE SYSTEMS

- ABOVE FINISH FLOOR

- AGGREGATE

- ADVANCED IMAGING TECHNOLOGY

- ALTERNATE

- ALUMINUM

- ANCHOR

- ANODIZED

- AIRPORT OPERATIONAL DATABASE

- ACOUSTICAL PANEL CEILING

- AUTOMATED PEOPLE MOVER SYSTEM

- APPROVED

- APPROXIMATE

- ARCHITECTURAL, ARCHITECT

- AIR TRANSPORT ASSOCIATION

- ACOUSTICAL TILE CEILING

- AIRLINE TICKET OFFICE

- AUTOMATIC

- AUDIO VISUAL

- AUTOMATED VEHICLE IDENTIFICATION

- BUILDING AUTOMATION SYSTEM

- BAR CODE READER

- BOARD

- BRICK EXPANSION JOINT

- BAGGAGE HANDLING SYSTEMS

- BAGGAGE INFORMATION DISPLAY SYSTEM

- BUILDING

- BLOCK

- BEAM

- BOTTOM

- BRICK

- BRONZE

- BASEMENT

- AIRLINE BAGGAGE SERVICE OFFICE

- BOLT

- BAG TAG PRINTER

- BRITISH THERMAL UNIT

- BUILT-UP ROOFING

- STRUCTURAL STEEL CHANNEL

- CABINET

- CATEGORY

- AUGMENTED CATEGORY 6 UNSHIELDED TWISTED PAIR CABLES

- CATCH BASIN

- CHALK BOARD

- CEMENTITIOUS BACKER UNIT

- CHECKED BAGGAGE INSPECTION SYSTEM

- UNITED STATES CUSTOMS AND BORDER PROTECTION

- TSA CHECKED BAG RESOLUTION AREA

- CENTER TO CENTER

- CLOSED CIRCUIT TELEVISION

- COLD FORMED METAL FRAMING

- CEMENT

- CERAMIC

- CORNER GUARD

- COAT HOOK, CHILLER

- CHANNEL

- COMBINED HEAT AND POWER, COGENERATION PLANT

- CAST IRON

- CAST-IN-PLACE

- CONTROL JOINT / CONSTRUCTION JOINT

- CENTER LINE

- CEILING

- CLEAR

- CONCRETE MASONRY UNIT

- COUNTER

- CLEANOUT

- COLUMN

- COMPARTMENT

- CONCRETE

- CONDITION

- CONNECTION

- CONTINUOUS

- CONTRACTOR

- COORDINATE

- CORRIDOR

- COURSES

- CARPET

- COMMUNICATION ROOM

- CERAMIC TILE / COOLING TOWER

- CENTER

- COUNTER SUNK

- COMMON USE CAROUSEL SYSTEM FOR OUTBOUND BAGGAGE HANDLING

- CENTRAL UTILITY PLANT

- COMMON USE PASSENGER PROCESSING SYSTEMS

- COMMON USE SELF SERVICE

- COLD WATER (PIPING)

- DEPTH, ELECTRICAL DEDICATED CIRCUIT

- DISABLED

- DECIBEL

- DOUBLE

- DELTA COMMUNICATION ROOM

- DIRECT DIGITAL CONTROL BUILDING MANAGEMENT SYSTEM

- DEGREE

- DEMOLITION

- DEPARTMENT

- DETAIL

- DRINKING FOUNTAIN

- DIAMETER

- DIFFUSER

- DIMENSION

- DISABLED

- DISPENSER

- DELTA MAIN COMMUNICATION ROOM

- DAMP PROOFING

- DEMOUNTABLE

- DOWN

- DOOR OPENING

- DOCUMENT READER

- DIMENSION POINT

- DEMOUNTABLE PARTITION

- DOOR

- DRAIN

- DOWNSPOUT

- DEDICATED USE CAROUSEL SYSTEM FOR OUTBOUND BAGGAGE HANDLING

- DISHWASHER

- DRAWING

- DRAWER

- EXISTING

- EAST, ELECTRICAL EMERGENCY CIRCUIT

- EACH

- EXPANSION BOLT (EXPANSION ANCHOR)

- ELEVATOR CONTROL ROOM

- TSA EXPLOSIVES DETECTION SYSTEM

- EXTERIOR INSULATION AND FINISH SYSTEM

- EXTERIOR FINISH SYSTEM

- EXPANSION JOINT

- ELEVATION

- ELECTRICAL

- ELEVATOR

- EMERGENCY

- ENCLOSURE

- ENLARGED

- EMERGENCY OPERATIONS CENTER

- ELECTRICAL PANEL BOARD

- ELECTRONIC PROJECTION SCREEN

- EQUAL

- EQUIPMENT

- ESCALATOR

- ICC EVALUATION SERVICE REPORT

- TSA EXPLOSIVES TRACE DETECTION

- ELECTRICAL WATER COOLER

- ELECTRONIC VISUAL VISUAL INFORMATION DISPLAY SYSTEM

- EXHAUST

- EXPANSION

- EXISTING

- EXTERIOR

- FIRE ALARM

- FEDERAL AVIATION ADMINISTRATION

- FABRIC

- FACE BRICK

- FILE CABINET

- FLOOR DRAIN

- FIRE DEPARTMENT CONNECTION

- FOUNDATION

- FIRE EXTINGUISHER

- FIRE EXTINGUISHER CABINET

- FURNITURE, FINISHES & EQUIPMENT

- FINISH FLOOR ELEVATION

- FLAT HEAD

- FIRE HOSE CABINET

- FIRE HOSE CONNECTION CABINET

- FLIGHT INFORMATION DISPLAY SYSTEM

- FINISH

- FEDERAL INSPECTION SERVICES FACILITY

- FIXTURE

- FLOOR

- FLASHING

- FLUORESCENT

- FACE OF

- FACE OF FINISH

- FIRE PROTECTION

- FIREPROOFING

- FRAME

- FEET

- FIRE RETARDANT TREATED WOOD

- FOOTING

- FURNITURE

- FURRING

- FABRIC WALL COVERING

- FABRIC WRAPPED PANEL

ACC

ACI

ACOUS

ADA

ADAAG

ADD

ADG

ADG-I

ADG-II

ADG-III

ADG-IVa

ADG-IV

ADG-V

ADG-VI

ADJ

ADPM

AED

AES

AFF

AGGR

AIT

ALT

ALUM

ANCH

ANOD

AODB

APC

APM

APPD

APPROX

ARCH

ATA

ATC

ATO

AUTO

AVI

BAS

BCR

BEJ

BHS

BIDS

BLDG

BLK

BOT

BRK

BRZ

BSMT

BSO

BTP

BTU

BUR

CAB

CAT

CAT6A

CBD

CBU

CBIS

CBP

CBRA

C/C

CCTV

CFMF

CEM

CER

CHAN

CHP

CIP

CLG

CLR

CMU

CNTR

COL

COMPART

CONC

COND

CONN

CONT

CONTR

COORD

CORR

CORS

CPT

CTR

CTSK

CUCS

CUP

CUPPS

CUSS

DBL

DCR

DDC

DEG

DEMO

DEPT

DET

DIA

DIFF

DIM

DIS

DISP

DMCR

DMPF

DMT

DOC

DPTN

DRN

DUCS

DWG

DWR

(E) E

ECR

EDS

EIFS

EFS

ELEC

ELEV

EMERG

ENCL

ENLG

EOC

EPS

EQUIP

ESC

ESR

ETD

EWC

EVIDS

EXH

EXP

EXIST

EXT

FAA

FAB

FDC

FDN

FEC

FF&E

FFEL

FHC

FHCC

FIDS

FIN

FIS

FIXT

FLASH

FLUOR

FOF

FPG

FRTW

FTG

FURN

FURR

FWC

FWP

- GROUND

- GAUGE / GAGE

- GALVANIZED

- GRAB BAR

- GENERAL CONTRACT(OR)

- GROUND FAULT INTERUPTED

- GATE INFORMATION DISPLAY SYSTEM

- GLASS FIBER REINFORCED CONCRETE

- GLASS FIBER REINFORCED GYPSUM

- GLASS

- GRADE

- GROUND

- GROUND TRANSPORTATION CENTER

- GYPSUM WALLBOARD

- HIGH / HEIGHT

- HOSE BIBB

- HOLLOW CORE

- HANDICAPPED

- HARDWARE

- HARDWOOD

- HEAT STRENGTHENED (GLASS)

- HOLLOW METAL (STEEL FRAME)

- HANDRAIL

- HNTB CORPORATION

- HOLD-OPEN

- HELLMUTH, OBATA + KASSABAUM, INC.

- HORIZONTAL

- HIGH POINT

- HOSE REEL CABINET

- HOUR

- HOLLOW STRUCTURAL SECTION

- HEIGHT

- HEATING VENTILATING AIR CONDITIONING MECHANICAL SYSTEM

- HOT WATER

- HYDRAULIC

- INTERNATIONAL ARRIVALS BUILDING

- INTERNATIONAL AIR TRANSPORT ASSOCIATION

- INTERNATIONAL BUILDING CODE

- INTERNATIONAL CODE COUNCIL

- INTERMEDIATE COMMUNICATION ROOM

- INSIDE DIAMETER / DIMENSION

- ELECTRICAL ISOLATED GROUND

- INCH

- INCANDESCENT

- INCLUDED / INCLUDING

- INFORMATION

- INSULATION

- INTERIOR

- INTERMEDIATE

- INVERT

- INTERNATIONAL PIPE STANDARD

- INVERTED ROOF MEMBRANE ASSEMBLY

- INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

- INFORMATION TECHNOLOGY

- JANITOR

- JANITOR'S CLOSET

- JOIST

- JOINT

- KIP (1000 LB)

- KICK PLATE

- KILOGRAM

- KITCHEN

- KNOCKOUT

- STRUCTURAL STEEL ANGLE, LONG, LITER

- LABORATORY

- LOCAL AREA NETWORK

- LAMINATE / LAMINATION

- LAVATORY

- LATERAL

- POUND

- LANDING

- LOCAL DEPARTURE CONTROL SYSTEM

- LINEAR FOOT

- LINOLEUM

- LOCKER

- LIVE LOAD

- LONG LEG HORIZONTAL

- LONG LEG VERTICAL

- LINE

- PASSENGER LEVEL - OF - SERVICE

- LOW POINT

- LIGHT RAIL TRANSIT (UTA LIGHT RAIL)

- LIGHT

- LOW VOLTAGE

- LIGHT WEIGHT CONCRETE

- METER, METRIC

- MACHINE

- MILLION ANNUAL ENPLANED PASSENGERS

- MAINTENANCE

- MASONRY

- MATERIAL

- MASTER ANTENNA TELEVISION

- MAXIMUM

- MACHINE BOLT

- MARBLE

- MOTOR CONTROL CENTER

- MAIN COMMUNICATION ROOM

- MEDIUM DENSITY FIBERBOARD

- MECHANICAL, ELECTRICAL, PLUMBING

- MEDIUM DENSITY OVERLAY PLYWOOD

- MECHANICAL

- MEMBRANE

- METAL

- MEZZANINE

- MANUFACTURER

- MANHOLE

- MINIMUM

- MISCELLANEOUS

- MILLIMETER

- MASONRY OPENING

- MAIN POINT OF ENTRY

- MACHINE SCREW

- MAGNETIC STRIP READER

- MOUNTED

- MOUNTING

- METAL

- MULLION

- NORTH, NEWTON

- NOT APPLICABLE

- NOISE CRITERIA

- NOT IN CONTRACT

- NATIONAL FIRE PROTECTION ASSOCIATION, CODES AND STANDARDS

- NUMBER

- NOMINAL

- NOMINAL PIPE SIZE

- NOISE REDUCTION COEFFICIENT

- NOT TO SCALE

- OXYGEN

- OUTSIDE AIR

- OTHER AIR LINES

- ON CENTER

- ON CENTER EACH WAY

- OPTICAL CHARACTER-RECOGNITION READER

- OUTSIDE DIAMETER/DIMENSION

- OWNER FURNISHED, CONTR INSTALLED

- OWNER FURNISHED, OWNER INSTALLED

- OFFICE

- OVER HEAD

- OPPOSITE HAND

- OPENING

- OPPOSITE

- OPPOSITE HAND

- OVERFLOW ROOF DRAIN

- TSA ONSCREEN RESOLUTION AREA FOR EDS

- OUTSIDE

- OVERHEAD

- PAINT

- PASSENGER ACTIVITY LEVEL

- PASSENGER ACTIVITY LEVEL 1. 13.5 MAEP

- PASSENGER ACTIVITY LEVEL 2, 15.5 MAEP

- PASSENGER ACTIVITY LEVEL 3, 17.5 MAEP

- PARALLEL

- PARKING AND ACCESS CONTROL SYSTEM

- PAVING

- PARTITION

- PAPER TOWEL DISPENSER

- PARTICLEBOARD

- PRECAST CONCRETE

- PRE-CONDITIONED AIR SYSTEM

- POWDER DRIVEN FASTENER

- PERFORATED

- PERIMETER

- PERPENDICULAR

- POINT OF FROG

- PASSIVE AIR SYSTEM

- PLATE

- PLASTIC LAMINATE

- PLASTER

- PASSENGER LOADING BRIDGE (AKA “JETBRIDGE”)

- PLUMBING

- POUNDS PER LINEAR FOOT

- PLYWOOD

- PANEL

- POLISHED

- TERMINAL AREA DEVELOPMENT

PLANNING AND PROGRAMMING

- PAIR

- PREFABRICATED

- PROJECT

- POUNDS PER SQUARE FOOT

- POINT

- PAINTED

- PARTITION

- PAPER TOWEL RECEPTACLE

GALV

GFI

GIDS

GRC

GRG

GRD

GTC

GYP BD

HCP

HDW

HDWD

HNDRL

HNTB

HOK

HORIZ

HPT

HRC

HSS

HVAC

HYDR

IAB

IATA

IBC

ICC

ICR

INCAND

INCL

INFO

INSUL

INT

INTERM

INV

IPS

IRMA

ISO

JAN

JST

KPL

KIT

LAB

LAN

LAM

LAT

LAV

LDG

LDCS

LIN

LKR

LLH

LLV

LOS

LPT

LRT

LWC

MACH

MAEP

MAINT

MAS

MATL

MATV

MAX

MBL

MCC

MCR

MDF

MEP

MDO

MECH

MEMB

MET

MEZZ

MFR

MIN

MISC

MPOE

MSR

MTD

MTG

MTL

MULL

NIC

NFPA

NOM

NPS

NRC

NTS

OAL

OCEW

OCR

OFCI

OFOI

OFF

OPH

OPNG

OPP

OPPHD

ORD

OSR

OUTS

OVHD

PAL

PAL 1

PAL 2

PAL 3

PAR

PARCS

PAV

PARTN

PATD

PBD

PCA

PDF

PERF

PERIM

PERP

PLAM

PLAS

PLB

PLBG

PLF

PLYWD

PNL

POL

PPD

PREFAB

PROJ

PSF

PTD

PTN

PTR

- QUALITY CONTROL

- QUARRY TILE

- RENTAL CAR QUICK - TURN - AROUND FACILITY

- QUANTITY

- RELOCATED

- RADIUS OR RISER (PIPING)

- RETURN AIR

- RENTAL CAR CENTER

- RADIUS

- RESILIENT BASE

- REFLECTED CEILING PLAN

- ROOF DRAIN

- RECOMMENDED

- RECEPTACLE

- RECESSED

- REFERENCE

- REFLECTED / REFLECTIVE / REFLECT

- REFRIGERATOR

- REGISTER

- REINFORCED / REINFORCING

- RELOCATE

- REMOVABLE

- REQUIRE / REQUIRED

- RESILIENT

- REVISION / REVISED

- RADIO-FREQUENCY IDENTIFICATION DEVICE

- REGIONAL JET

- ROOM

- ROCKY MOUNTAIN POWER

- RESOURCE MANAGEMENT SYSTEM

- ROUGH OPENING

- RATED

- RATING

- RAIN WATER LEADER

- SOUTH, ELECTRICAL SWITCH

- SUPPLY AIR

- SANITARY

- SOLID CORE

- SCHEDULE

- STORM DRAIN / SOAP DISPENSER

- SEPARATED DEDICATED USE CAROUSEL SYSTEM FOR OUTBOUND BAGGAGE HANDLING

- SECURE IDENTIFICATION DISPLAY AREA

- SECTION

- SQUARE FEET/FOOT

- SPRINKLER HEAD

- SHEET

- SHOWER

- SIMILAR

- SALT LAKE CITY

- SALT LAKE CITY INTERNATIONAL AIRPORTS

- SALT LAKE CITY DEPARTMENT OF AIRPORTS

- SHEET METAL, SQUARE METER

- SHEET METAL SCREW

- SANITARY NAPKIN DISPENSER

- STANDPIPE

- SPECIFICATION

- SPRINKLER

- SPEAKER

- SQUARE

- TSA PASSENGER SECURITY SCREENING CHECK POINT

- SEE STRUCTURAL DRAWINGS

- STRUCTURE SLAB ELEVATION

- SERVICE SINK

- STAINLESS STEEL

- STATION

- SOUND TRANSMISSION CLASSIFICATION

- STANDARD

- STEEL

- STEEL JOIST

- SELF TAP SHEET METAL SCREW

- STORAGE

- STRINGER

- STRUCTURAL

- STRUCTURAL SUBCATEGORY

- SUSPENDED

- SYMMETRICAL

- SYSTEM

- TONGUE AND GROOVE

- TREAD, THERMOSTAT

- TOWEL BAR

- TOP OF CURB

- TOP OF CONCRETE

- TELEPHONE OR TELECOM

- TEMPERATURE

- TERRAZZO

- TOGGLE BOLT

- THICKNESS

- THRESHOLD

- THROUGH

- TACKBOARD

- TEMPORARY

- TEMPERED

- TOP OF (SEE OTHER WORD)

- TOP OF SLAB, TOP OF STRUCTURE

- TOP OF STEEL

- TOP OF PAVEMENT

- TOILET PAPER DISPENSER

- TRACTION

- STRUCTURAL STEEL TUBE

- UNITED STATES TRANSPORTATION SECURITY ADMINISTRATION

- TSA TRANSPORTATION SECURITY OFFICER

- TERMINAL 1

- TERMINAL 2

- TELEVISION

- TOP OF WALL

- TECHNICAL WORKING GROUP

- TYPICAL

- UTAH DEPARTMENT OF TRANSPORTATION

- UNDERWRITERS LABORATORY

- UNFINISHED

- UNLESS OTHERWISE NOTED

- UNINTERRUPTIBLE POWER SUPPLY

- URINAL

- UTAH TRANSIT AUTHORITY

-UNSHIELDED TWISTED PAIR CABLES

- VENTILATION AND AIR CONDITIONING

- VARIABLE AIR VOLUME MECHANICAL SYSTEM

- VINYL COMPOSITION TILE

- VERTICAL

- VESTIBULE

- VERIFY IN FIELD

- VOICE OVER IP

- VAPOR RETARDER

- VINYL TILE

- VINYL WALL COVERING

- WITH

- WIDTH, WEST, STRUCTURAL STEEL WIDE FLANGE

- WIDE AREA NETWORK

- WATER CLOSET

- TSA WHOLE BODY IMAGE SECURITY SCREENING MACHINE

- WORK AREA OUTLETS

- WOOD

- WOOD SCREW

- WINDOW

- WITHOUT

- WEATHERPROOFING

- WATERPROOF MEMBRANE

- WORK POINT

- WATER RESISTANT/REPELLANT

- WEATHERSTRIPPING

- WAINSCOT

- WEIGHT

- WALL TO WALL

- WELDED WIRE FABRIC

QTA

QTY

(R) R

RAC

RAD

RCP

RECOM

RECPT

REC

REF

REFL

REFR

REG

REINF

REL

REM

REQ

RESIL

REV

RFID

RMP

RMS

RTD

RTG

RWL

SAN

SCHED

SDUCS

SIDA

SECT

SHT

SHR

SIM

SLC

SLCIA

SLCDA

SMS

SND

SPEC

SPR

SPKR

SSCP

SSD

SSE

SSK

SST

STA

STC

STD

STL

STLJST

STMS

STOR

STRG

STRL

STRUC

SUBCAT

SUSP

SYMM

SYS

T&G T

TCONC

TEL

TEMP

TER

TGB

THK

THRES

THRU

TKBD

TMP

TMPD

TOS

TOSTL

TPD

TRACT

TSA

TSO

TU-1

TU-2

TWG

TYP

UDOT

UNFIN

UON

UPS

UTA

UTP

VAC

VAV

VCT

VERT

VEST

VIF

VoIP

VWC

W/ W

WAN

WAO

WBI

WDS

WDW

W/O

WPM

WPT

WSCT

WWF

ARCHITECTURAL / INTERIORS ABBREVIATIONS

FIRE DEPARTMENT REQUIREMENTS

CONSTRUCTION SHALL NOT COMMENCE UNTIL FIRE DEPARTMENT ACCESS ROADS ARE INSTALLED WITHIN 100 FEET OF ALL EXTERIOR WALLS OF THE FIRST FLOOR AND FIRE HYDRANT ARE INSTALLED AND OPERATIONAL AND THE REQUIRED FIRE FLOW IS PROVIDED. AS REQUIRED IN THE INTERNATIONAL FIRE CODE (IFC) SECTION 3312.1

REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED DURING DEMOLITION, CONSTRUCTION, REMODELING OR ALTERATIONS AND ADDITIONS TO THE BUILDING. FIRE PREVENTION BUREAU STAFF SHALL APPROVED REVIEW OF ANY EXITING ALTERATIONS . AS REQUIRED IN IFC SECTION 3311.2

CLASS I DRY STANDPIPE SHALL BE INSTALLED WHEN THE CONSTRUCTION OF A BUILDING REACHES 40 FEET IN HEIGHT. TWO OUTLETS WITH GLOBE VALVES AND A MINIMUM 2-1/2" NATIONAL STANDARD MALE THREAD (NST) WITH A REDUCING CAP TO A 1-1/2" NST SHALL BE INSTALLED ADJACENT TO A STAIRWAY AND BELOW ONE FLOOR HAVING SECURED DECK. THE MAXIMUM LENGTH OF TRAVEL TO ANY PART OF THE STRUCTURE SHALL NOT EXCEED 150 FEET FOR ANY ONE STANDPIPE. AS

REQUIRED IN IFC SECTION 3313.1

REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION AND DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO ANY STRUCTURE. WHERE A STRUCTURE HAS BEEN CONSTRUCTED TO A HEIGHT OF 50 FEET OR FOUR STORIES, OR WHERE AN EXISTING STRUCTURE EXCEEDING 50 FEET IN HEIGHT IS ALTERTED, AT LEAST ONE TEMPORARY LIGHTED STAIRWAY SHALL BE PROVIDED UNLESS ONE OR MORE OF THE PERMANENT STAIRWAYS ARE ERECTED AS THE CONSTRUCTION PROGRESSES. TEMPORARY STAIRWAY MAY BE CONSTRUCTED OF WOODEN STRINGERS AND TREADS. THE DIMENSIONS OF THE TREADS SHALL NOT BE SMALLER THAN 48 INCHES IN WIDTH, RISE OF 7 INCHES AND RUN OF 11 INCHES. THE TREADS SHALL NOT HAVE A RISE GREATER THAN 8 INCHES. TRAVEL DISTANCE TO THE TEMPORARY STAIRS WITHOUT AN ACTIVE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL NOT BE GREATER THAN 150 FEET FROM ANY PART

OF THE STRUCTURE TO THE TEMPORARY STAIRS.

DEFERRED SUBMITTALS SHALL INCLUDE, BUT NOT LIMITED TO: WATER MAINS (PRIVATE AND PUBLIC), WATER LATERALS, FIRE HYDRANTS, STANDPIPES, AUTOMATIC FIRE SUPPRESSION SYSTEM, UL300 (CLASS I HOOD AND DUCT SUPPRESSION SYSTEMS), AUTOMATIC FIRE DETECTION SYSTEMS, FIRE ALARM SYSTEMS, CLEAN GAS FIRE SUPPRESSION SYSTEMS, VESDA DETECTION SYSTEMS, ETC. THE DEFERRED SUBMITTAL APPLICATION SHALL BE PROVIDED WHICH IS COMPLETED, WET STAMPED AND SIGNED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE.

ALL FIRE PROTECTION AND DETECTION SYSTEMS SHALL HAVE THE PIPING AND WIRING EXPOSED FOR INSPECTION. THE PIPING AND WIRING MAY BE COVERED AFTER THE FIRE INSPECTION OF THE SYSTEMS HAS BEEN SATISFACTORY

COMPLETED.

A. GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY

WITH ALL REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS.

2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS, AND COMPLY WITH ALL APPLICABLE BUILDING CODE, REGULATION, & ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT

TO THE PROJECT AREA BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING

CONSTRUCTION OF THE PROJECT

3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO

PROCEEDING WITH THE WORK.

4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS.

5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWISE

NOTED.

6. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS, AND SYSTEMS PROVIDED BY THE OWNER.

B. DEFINITIONS:

1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH

OCCURRENCE OF THE CONDITION NOTED.

2. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE TO

THE CHARACTERISTICS FOR THE CONDITION NOTED.

3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS

INDICATED IN THE PROJECT DOCUMENTS, SHALL BE PROVIDED.

4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND

PLUMB RELATION TO ADJACENT MATERIALS.

C. DIMENSIONS:

1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE

WALL, NOMINAL FACE OF CMU WALL, FACE OF FINISH APPLIED TO PARTITION (WHERE FINISH OCCURS), FACE OF PARTITION AS SCHEDULED (WHERE NO FINISH OCCURS), UON. REFER TO XX AR 600 SERIES

DRAWINGS AND FINISH SCHEDULE.

2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. THE

PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:

A . MIN DIMENSION FOR ACCESSIBILITY CLEARANCE & BUILDING CODE REQUIREMENT

B . LARGE SCALE DETAILS

C . SMALL SCALE DETAILS

D . ENLARGED VIEWS

E . FLOOR PLANS AND ELEVATIONS

3. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE FINISH FLOOR, UNLESS OTHERWISE

NOTED.

4. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL

AT THE DIMENSION POINT, UNLESS OTHERWISE NOTED.

5. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED

CEILING SYSTEM OR FACE OF FINISH MATERIAL AS SCHEDULED.

6. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE, AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL

NOT BE DETERMINED BY SCALING THE DRAWINGS.

D. DRAWING SET ORGANIZATION:

1. EACH DRAWING SET SHEET IS IDENTIFIED BY THE SHEET NUMBER IN THE LOWER RIGHT HAND

CORNER OF THE DRAWING TITLE BLOCK. THE SHEET TITLE PROVIDES A GENERAL DESCRIPTION OF

THE CONTENTS OF THE SHEET.

SHEET NUMBER EXAMPLE: 20 AR 201

"20" THE FIRST 2 NUMBERS INDICATE THE AREA/BUILDING

"AR" THE FOLLOWING 2 LETTERS INDICATE THE DISCIPLINE THAT CREATED THE DRAWING

"201" INDICATES THE SHEET NUMBER

2. SHEET NUMBERS MAY INCLUDE SUPPLEMENTAL CHARACTERS TO PROVIDE ADDITIONAL INFORMATION, SUCH AS DRAWING CONTENT, PROJECT SECTOR OR PHASE. REFER TO THE DRAWING INDEX FOR A

COMPLETE LIST OF SHEETS INCLUDED IN THE DOCUMENT SET.

EXAMPLE: 20 AR 201A

"A" INDICATES SECTOR "A" OF PLAN SHEET "201". REFER TO THE DWG TITLEBLOCK PROJECT KEY PLAN /SECTOR PLAN OR

COMPOSITE PLAN INDICATING THE RELATIONSHIP OF THE SECTORS.

3. DRAWING SET INDEX INDICATES THE COMPLETE LIST OF SHEETS CONTAINED IN THE DRAWING SET, INDEXED BY DISCIPLINE, SHEET NUMBER AND SHEET TITLE, IN SEQUENTIAL ORDER. NOTE THAT ALL

SEQUENTIAL SHEET NUMBERS MAY BE NOT USED IN THE DRAWING SET.

4. DISCIPLINE IDENTIFICATION. REFER TO THE DRAWING SET INDEX FOR DISCIPLINE CONTAINED IN THIS DRAWING SET:

GENERAL NOTES

GN GENERAL

CA CIVIL-AIRSIDE

CL CIVIL-LANDSIDE

LA LANDSCAPE

ST STRUCTURE

AR ARCHITECTURE

EQ EQUIPMENT

PB PASSENGER LOADING BRIDGES

PL PLUMBING

ME MECHANICAL

EL ELECTRICAL

SC SECURITY SYSTEMS

TC TELECOMMUNICATIONS

PA PUBLIC ADDRESS

FA FIRE ALARM

FP FIRE PROTECTION

BH BAGGAGE HANDLING SYSTEMS

WW WINDOW-WASHING SYSTEMS

VT VERTICAL/HORIZONTAL TRANSIT

AG SIGNAGE & GRAPHICS

MH MATERIALS HANDLING

5. FACILITY CODE NUMBERS

00 - GENERAL

05 - CIVIL AIRSIDE

10 - CIVIL LANDSIDE

15 - LAND PLANNING

17 - BAGGAGE

20 - TERMINAL

21 - SOUTH CONCOURSE WEST

22 - SOUTH CONCOURSE EAST

30 - GATEWAY BUILDING

31 - PARKING GARAGE

32 - QTA

33 - RENTAL SERVICE SITE

60 - CENTRAL UTILITY PLANT

6. DESCRIPTION OF BLDG. NO. SEQUENCE

20 AR 202A

7. REFERENCE ONLY DRAWINGS

DRAWINGS IDENTIFIED AS “FOR REFERENCE ONLY” ARE PROVIDED AS GENERAL REFERENCE INFORMATION AND CONTAIN

WORK SCOPE INFORMATION COVERED BY OTHER DESIGN PACKAGES. SEE ITEM 8 BELOW FOR A LIST OF DESIGN PACKAGES AND A SUMMARY OF WORK SCOPE. CONTACT THE CMAR FOR MOST CURRENT VERSION OF A “FOR REFERENCE ONLY” DRAWING AND FULL SCOPE OF WORK DESCRIPTIONS FOR DESIGN PACKAGES LISTED IN ITEM 8.

BLDG. SECTOR

SHEET SEQUENCE No.

DISCIPLINE IDENTIFICATION

FACILITY IDENTIFICATION

PROJECT AREA (SQ.FT.) (AREA ARE ALL EXISTING TO REMAIN - NO CHANGES)

TERMINAL

LEVEL 0 47,787

LEVEL 1 262,507

LEVEL 2 308,185

LEVEL 3 259,632

MEZZ 30,477

RAMP TOWER 5,093

TOTAL 909,681

BUILDING SUMMARY

APPLICABLE CODES AND STANDARDS

SUPERSEDED 7/1/2026

15A-2-103. SPECIFIC EDITIONS ADOPTED OF CONSTRUCTION CODE OF A NATIONALLY RECOGNIZED CODE AUTHORITY.

(1)SUBJECT TO THE OTHER PROVISIONS OF THIS PART, THE FOLLOWING CONSTRUCTION CODES ARE INCORPORATED BY REFERENCE, AND TOGETHER WITH THE AMENDMENTS SPECIFIED IN CHAPTER 3, STATEWIDE AMENDMENTS INCORPORATED AS PART OF STATE CONSTRUCTION CODE, AND CHAPTER 4, LOCAL AMENDMENTS INCORPORATED AS PART OF STATE CONSTRUCTION CODE, ARE THE CONSTRUCTION STANDARDS TO BE APPLIED TO BUILDING CONSTRUCTION, ALTERATION, REMODELING, AND REPAIR, AND IN THE REGULATION OF BUILDING CONSTRUCTION, ALTERATION, REMODELING, AND REPAIR IN THE STATE:

(A)THE 2024 EDITION OF THE INTERNATIONAL BUILDING CODE, INCLUDING APPENDICES C AND J, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(B)THE 2024 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(C)APPENDIX AQ OF THE 2024 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(D)THE 2024 EDITION OF THE INTERNATIONAL PLUMBING CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(E)THE 2024 EDITION OF THE INTERNATIONAL MECHANICAL CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(F)THE 2024 EDITION OF THE INTERNATIONAL FUEL GAS CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(G)THE 2024 EDITION OF THE NATIONAL ELECTRICAL CODE, ISSUED BY THE NATIONAL FIRE PROTECTION ASSOCIATION;

(H)THE 2024 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

(I)THE 2024 EDITION OF THE INTERNATIONAL EXISTING BUILDING CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL;

2024 INTERNATIONAL EXISTING BUILDING CODE

• PROJECT SCOPE DOES INCLUDE ALTERATION TO EXTERIOR BUILDING ENVELOPE

• PROJECT SCOPE DOES NOT CHANGE BASE BUILDING CONSTRUCTION CLASSIFICATION

• PROJECT SCOPE DOES NOT CHANGE BASE BUILDING AREA

• PROJECT SCOPE DOES NOT CHANGE BASE BUILDING HEIGHT

• PROJECT SCOPE DOES NOT INCLUDE ANY ALTERATION TO EXISTING INTERIOR EGRESS STAIR TOWERS

301.3.2 ALTERATION - LEVEL 2

701 PROJECT COMPLIES WITH REQUIREMENTS OF CHAPTER 7 - ALTERATIONS LEVEL 1

708.1 ENERGY CONSERVATION - MINIMUM REQUIREMENTS

ELEMENTS IN THE BUILDING THAT ARE NOT BEING AFFECTED DO NOT NEED TO BE EVALUATED

AND DO NOT NEED TO COMPLY WITH THE ENERGY PROVISIONS

801 PROJECT COMPLIES WITH REQUIREMENTS OF CHAPTER 8 - ALTERATIONS LEVEL 2

809.1 ENERGY CONSERVATION - MINIMUM REQUIREMENTS

ELEMENTS IN THE BUILDING THAT ARE NOT BEING AFFECTED DO NOT NEED TO BE EVALUATED

AND DO NOT NEEDTO COMPLY WITH THE ENERGY PROVISIONS

HISTORICAL CODE INFORMATION - 2012 IBC

CODE SUMMARY

HISTORICAL CODE INFORMATION

VIEW TITLE

VIEW NUMBER

VIEW TITLE

GRAPHIC SYMBOLS

CALLED NORTH

TRUE NORTH

PROPERTY LINE

SHEET REFERENCE SYMBOL

VIEW NUMBER

SHEET NUMBER

CATEGORY

DISCIPLINE

BUILDING / WALL SECTION REFERENCES

SCOPE OF

NEW WORK

EXISTING WORK

COLUMN CENTER

LINE

COLUMN GRID

LABEL

REFER TO THIS

SHEET IDENTIFICATION

EXTERIOR ELEVATION INTERIOR ELEVATION

DETAIL REFERENCES

REFER TO THIS

SHEET IDENTIFICATION

MATCHLINE SEE: A/A201

ROOM NAME / NUMBER SYMBOL

ROOM NAME ROOM IDENTIFICATION

ROOM NUMBER

PARTITION TYPE, DOOR, AND MISC SYMBOLS

PARTITION TYPE TAG

SHEET NOTE

REVISION CLOUD

LENGTH & SPACING

WELD THROAT SIZE

WELDNOTE

WELD TYPE:

BELOW LINE = ARROW SIDE

ABOVE LINE = OPP SIDE

WELD ALL

AROUND

WELD SYMBOL

INDICATES +/- FROM

REF ELEVATION

DIMENSION POINT

ELEVATION DATUM

ELEVATION SYMBOLS

TITLE

1/8" = 1'-0"

VIEW SCALE

A201

A301

A941

MATCHLINE SEE: A/A202

1/8"3@12

+12"

FL EL

0' - 0"

1 7/32" 5' - 0"

/3 2"

- 0

1 1.1

DIMENSION LINES

1A3A

101A 101.1

A701

DOOR NUMBER

ANNOTATION SYMBOLS

DOOR NUMBER /

OPENING IDENTIFIER

A601 2

INDICATES FINISHED

SURFACES SHALL ALIGN

DETAIL CALLOUT

DETAIL SECTION

REVISION NUMBER

REFER TO THIS

SHEET IDENTIFICATION

ALIGN

A702

WALL SECTION

BUILDING

SECTION

ELEVATION REFERENCES

P11

FINISH TAG

REVISED AREA

A501

COLUMN COVER TYPE TAG

CC1iA

BLANK DELTA DENOTES AN

IN-PROGRESS REVISION THAT

WILL BE ISSUED IN A FUTURE

BULLETIN

THIS STATEMENT OF SPECIAL INSPECTONS IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF 2024 IBC SECTIONS

1704 AND 1705.

SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS, THIS STATEMENT, THE APPROVED SALT LAKE CITY SPECIAL INSPECTION & TESTING AGREEMENT AND

IBC CHAPTER 17.

THE SCHEDULES/CRITERIA PRESENTED IN THESE DOCUMENTS OF REQUIRED VERIFICATION AND INSPECTION ARE PROVIDED TO ASSIST THE CONTRACTOR IN SCHEDULING OF TESTING AND SPECIAL INSPECTIONS. SPECIAL INSPECTORS WILL REFER TO THE APPROVED DRAWINGS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS.

ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL ALSO BE PERFORMED. ONLY THE TESTING LABORATORY SHALL TAKE SAMPLES AND TRANSPORT THEM TO THEIR TESTING

FACILITIES.

INTERIM REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH IBC 1704.2.4 AND SALT LAKE CITY BUILDING DEPARTMENT POLICIES.

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF CERTIFCIATE OF

OCCUPANCY.

THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER NOTIFICATION TO THE INSPECTOR OR TESTING AGENCY. THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS.

THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN

IBC 1703.1.

SPECIAL INSPECTIONS REQUIRED:

STRUCTURAL

ELECTRICAL/PLUMBING

ARCHITECTURAL

STATEMENT OF SPECIAL

INSPECTIONS

I N A C C O R D A N C E W I T H 2 0 2 4 I B C S E C T IO N 1 0 6 . 3 . 4 . 2 , D E F E R R E D S U B M IT T A L I T E M S A R E T H O S E P O R T IO N S O F T H E D E S IG N T H A T A R E N O T S U B M IT T E D A T T H E T IM E O F A P P L IC A N T A N D H A V E R E C E IV E D P R IO R A P P R O V A L F R O M T H E B U I L D IN G O F F IC I A L T O B E D E F E R R E D . A L L D E F E R R E D S U B M IT T A L I T E M S M U S T B E L IS T E D O N T H E A P P R O V E D P L A N S A N D P L A C E D IN A C O N S P IC U O U S L O C A T IO N . T H E P R O C E S S I S A S F O L L O W S :

· T H E D E F E R R E D S U B M IT T A L I T E M S M U S T F IR S T B E R E V IE W E D B Y T H E E N G IN E E R O R A R C H IT E C T IN R E S P O N S IB L E C H A R G E .

· T H E D E F E R R E D S U B M IT T A L I T E M S A R E T H E N S U B M IT T E D T O T H E C IT Y F O R R E V IE W . T H E E N G IN E E R O R A R C H IT E C T IN R E S P O N S IB L E C H A R G E S H A L L A T T A C H A L E T T E R T O T H E S U B M IT T A L S T A T IN G T H A T T H E D E F E R R E D I T E M IS IN

C O N F O R M A N C E W I T H T H E D E S IG N O F T H E S T R U C T U R E .

· D E F E R R E D S U B M IT T A L I T E M S S H A L L N O T B E IN S T A L L E D U N T IL A P P R O V E D B Y T H E B U IL D IN G O F F IC I A L .

A R E S E E K IN G

T H E F O L L O W IN G L IS T O F D E F E R R E D S U B M IT T A L I T E M S H A V E R E C E IV E D P R IO R A P P R O V A L F R O M T H E B U IL D IN G O F F IC I A L

T O B E D E F E R R E D F O R T H IS P E R M IT S U B M IT T A L .

M E C H A N IC A L

- D U C T H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

- P IP E H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

- E Q U IP M E N T H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

P L U M B IN G

- P IP E H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

- E Q U IP M E N T H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

E L E C T R IC A L

- C O N D U I T H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

- E Q U IP M E N T H A N G E R S , S U P P O R T S A N D S E IS M IC B R A C IN G

F IR E P R O T E C T IO N

- H A N G E R S , S U P P O R T S , A N D S E IS M IC B R A C IN G

F IR E P R O T E C T IO N ( D E L E G A T E D D E S IG N )

- W E T P I P E S P R IN K L E R

- D R Y P I P E S P R IN K L E R

- P R E - A C T IO N S P R IN K L E R

- S T A N D P IP E S

DEFERRED SUBMITTALS

EXITING

OCCUPANT LOADS ARE PRIMARILY BASED ON IBC TABLE 1004.1.2. A PERFORMANCE-BASED ANALYSIS HAS BEEN CONDUCTED AND SUBMITTED TO THE AHJ AS PART OF THE PERMIT SUBMITTAL FOR THE TERMINAL

AND CONCOURSES (REFERENCE: JENSEN-HUGHES “FIRE PROTECTION REPORT/CODE SUMMARY –

CONSTRUCTION PHASE DOCUMENTS”, DATED MAY, 2016). THE REPORT CONFIRMS CODE COMPLIANCE OF

THE FOLLOWING:

• TRAVEL DISTANCES EXCEEDING MALL PROVISIONS

• EXIT WIDTH CALCULATIONS BASED ON .15/.20 INCHES PER PERSON

FIRE SUPPRESSION SYSTEMS

THE TERMINAL, NEW CONCOURSES, PEDESTRIAN BRIDGES, AND GATEWAY BUILDING WILL BE FULLY

PROTECTED BY AUTOMATIC SPRINKLERS AS REQUIRED FOR COVERED MALLS

• WET PIPE SPRINKLER SYSTEM: PROVIDE AT ALL HEATED AREAS

• DRY PIPE SYSTEM: PROVIDE WHERE TEMPERATURE MAY BE LESS THAN 40 DEGREES F

• PRE-ACTION SPRINKLER SYSTEM: INSTALL IN OWNER SELECTED AREAS WHERE WATER DAMAGE TO

EQUIPMENT IS A CONCERN SUCH AS COMMUNICATION EQUIPMENT ROOMS.

• DELUGE SYSTEM: NONE REQUIRED

• OMMISSION OF SPRINKLERS: ELECTRICAL EQUIPMENT ROOMS. ROOMS WILL BE 2-HR RATED

ENCLOSURES.

• MALL AND TENANT AREA SPRINKLER SYSTEMS WILL BE INDEPENDENTLY CONTROLLED PER IBC 402.5.

• PER NFPA 415 PASSENGER HANDLING AREAS SHALL BE ORDINARY HAZARD GROUP 1; BAGGAGE

HANDLING AREAS SHALL BE ORDINARY HAZARD GROUP 2. OTHER AREAS SHALL MEET NFPA 13.

• STANDPIPES: LOCATE PER IBC SECTION 905.3.3 FOR COVERED MALL BUILDINGS.

• VERTICAL OPENINGS: PROVIDE DRAFT STOPS PER NFPA 13. SPRINKLER SPACING AND DENSITY AROUND

OPENING SHALL BE PER 2010 NFPA 13 SECTION 11.3.3.

ATUFO

ETA

T S

T C

HCRADES

N E

C I

STEVEN

HANDELMAN

No. 10460714No. 10460714No. 10460714No. 10460714----0301030103010301

07.31.26

A B

C D

F G

H J KL

Sheet Number

Original drawing is 48 x 36. Do not scale contents of this drawing.

Sheet Title

Project No:

Drawn by: Reviewed by:

Professional Seals

Sector Key Plan

No. Description Date YYYY.MM.DD

Site Key Plan

In Association with

136 S Main St, Suite 700 Salt Lake City, UT 84104 USA t +1 415 243 0555 https://www.hok.com/studios/salt-lake-city/

26.06005.03

P M

G E N E R A L N O T E S A B B R E V I A T I O N - T E S C A N D S T A I R A D

0 0 G N 0 0 1 .

S L C C A P I T A L I M P R O V E M E N T

P R O J E C T S

3 9 2 0 W . T E R M I N A L D R I V E S A L T L A K E C I T Y , U T A H 8 4 1 2

D E S I G N A N D C O N S T R U C T I O N

M A N A G E M E N T D I V I S I O N

0 0 - G E N - G E N E R A L

G E N E R A L

H O K

SHEET NUMBER SHEET NAME ORIGINAL DATE ISSUE CURRENT REVISION DATE

ARCHITECTURE

20 AD 202GD.03 FL PLAN - DEMO - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AD 302GD.03 RCP - DEMO - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 024.03 LIFE SAFETY PLAN - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 202G.03 FL PLAN - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 251G.03 EOS PLAN - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 302G.03 RCP - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 411G.03 INT EL & SECT - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 921.03 DETAILS - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 922.03 DETAILS - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 923.03 DETAILS - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AR 931.03 DOOR SCHEDULE AND DETAILS - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 ME 201G.03 DUCT PLAN - LEVEL 1 - SECTOR G 2026.07.31 2027.07.31

20 ME 211G.03 PIPE PLAN - LEVEL 1 - SECTOR G - ESC 2026.07.31 2026.07.31

20 ME 601.03 DETAILS 2026.07.31 2027.07.31

ELECTRICAL

20 ED 202G.03 POWER PLAN - SECTOR G - SLCCIP - ESCALATOR AND STAIR ADD DEMO 2026.07.31 2026.07.31

20 ED 302G.03 LIGHTING PLAN - SECTOR G - SLCCIP - ESCALATOR AND STAIR ADD DEMO 2026.07.31 2026.07.31

20 EL 002.03 ELECTRICAL SYMBOLS, NOTES AND ABBREV. 2026.07.31 2026.07.31

20 EL 003.03 ELECTRICAL SCHEDULES 2026.07.31 2026.07.31

20 EL 004.03 ELECTRICAL COMCHECK 2026.07.31 2026.07.31

20 EL 202G.03 POWER PLAN - SECTOR G - SLCCIP - ESCALATOR AND STAIR ADD 2026.07.31 2026.07.31

20 EL 302G.03 LIGHTING PLAN - SECTOR G - SLCCIP - ESCALATOR AND STAIR ADD 2026.07.31 2026.07.31

20 EL 400.03 ENLARGED ELECTRCIAL PLANS 2026.07.31 2026.07.31

20 EL 500.03 PARTIAL SINGLE-LINE POWER - TRM - ESCALATOR AND STAIR ADDITION 2026.07.31 2026.07.31

20 EL 800.03 PANEL SCHEDULES 2026.07.31 2026.07.31

20 EL 900.03 ELECTRICAL DETAILS 2026.07.31 2026.07.31

20 EL 901.03 ELECTRICAL DETAILS 2026.07.31 2026.07.31

STRUCTURE

20 ST 001.03 ABBREVIATIONS & SYMBOLS 2026.07.31 2026.07.31

20 ST 012.03 GENERAL NOTES 2026.07.31 2026.07.31

20 ST 013.03 SPECIAL INSPECTIONS 2026.07.31 2026.07.31

20 ST 237.03 STRUCTURAL PLANS - ESCALATOR & STAIR ADDITION 2026.07.31 2026.07.31

20 ST 327.03 STRUCTURAL SECTIONS - ESCALATOR & STAIR ADDITION 2026.07.31 2026.07.31

20 ST 328.03 STRUCTURAL SECTIONS - ESCALATOR & STAIR ADDITION 2026.07.31 2026.07.31

SECURITY

20 SC 000.03 SECURITY SYMBOLS, NOTES, ABBREVIATIONS 2026.07.31 2026.07.31

20 SC 201G.03 SECURITY PLAN - LEVEL 1 - ESCALATOR AND STAIR ADDITION 2026.07.31 2026.07.31

20 SC 801.03 SECURITY CASS AND VSS SCHEDULE 2026.07.31 2026.07.31

20 SC 901.03 SECURITY DETAILS 2026.07.31 2026.07.31

TELECOM

20 TC 000.03 TELECOM SYMBOLS, NOTES AND ABBREVIATIONS 2026.07.31 2026.07.31

20 TC 202.03 TELECOM PLAN - LEVEL 1 & 2 - SECTOR G & K 2026.07.31 2026.07.31

20 TD 202.03 TELECOM PLAN - LEVEL 1 & 2 - SECTOR G DEMO 2026.07.31 2026.07.31

PLUMBING

00 PL 003.03 PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES 2026.07.31 2026.07.31

20 PL 015.03 SCHEDULES 2026.07.31 2026.07.31

20 PL 200UG.03 PLUMBING PLAN - UNDERGROUND - SECTOR G 2026.07.31 2026.07.31

20 PL 201G.03 PLUMBING PLAN - LEVEL 1 - SECTOR G 2026.07.31 2026.07.31

20 PL 401G.03 SECTIONS 2026.07.31 2026.07.31

FIRE ALARM

20 FA 001.03 SYMBOLS, NOTES AND ABBREVIATIONS 2026.07.31 2026.07.31

20 FA 201G.03 FIRE ALARM PLANS - TRM ESC AND STAIR ADD - LEVEL 1 2026.07.31 2026.07.31

20 FA 202G.03 FIRE ALARM PLANS - TRM ESC AND STAIR ADD - LEVEL 2 2026.07.31 2026.07.31

FIRE PROTECTION

00 FP 003.03 SYMBOLS AND ABBREVIATIONS 2026.07.31 2026.07.31

00 FP 603.03 DETAILS 2026.07.31 2026.07.31

20 FP 201G 1.03 FP PLAN - LEVEL 1 - SECTOR G 2026.07.31 2026.07.31

ARCHITECTURAL

GRAPHICS

20 AG 202G.03 SIGNAGE PLANS - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AG 902G.03 SIGNAGE SCHEDULE - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 AGD 202G.03 SIGNAGE DEMO PLAN - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

GENERAL

00 GN 000.03 COVER SHEET - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

00 GN 001.03 GENERAL NOTES ABBREVIATION - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

00 GN 002.03 COMPOSITE PLAN - LEVEL 1 - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

00 GN 003.03 COMPOSITE PLAN - LEVEL 2 - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

PUBLIC ADDRESS

20 PA 202G.03 PUBLIC ADDRESS PLAN - LVL 2 - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 PA 302G.03 PUBLIC ADDRESS RCP - LVL 2 - TRM ESC AND STAIR ADD 2026.07.31 2026.07.31

20 MD 201G.03 DUCT PLAN - LEVEL 1 - SECTOR G - DEMO 2026.07.31 2027.07.31

20 MD 211G.03 PIPE PLAN - LEVEL 1 - SECTOR G - DEMO - ESC 2026.07.31 2026.07.31

MECHANICAL

20 ME 001.03 LEGENDS, SYMBOLS, AND ABBREVIATIONS 2026.07.31 2027.07.31

1 ISSUE FOR PERMIT 2026.07.31

H I S T O R I C A L

BB TU

TUHT

NA RV RV RV RV RV RV RV

RJ RJ RJ RJ RJ RJ RJ

BB TU

TUHT

NA RV RV RV RV RV RV RV

RJ RJ RJ RJ RJ RJ

BB TU

TUHT

NA RV RV RV RV RV RV RV

RJ RJ RJ RJ RJ RJ RJ

BB TU

TUHT

NA RV RV RV RV RV RV RV

RJ RJ RJ RJ RJ RJ RJ

BB TU

TUHT

NA RV RV RV RV RV RV RV

RJ RJ RJ RJ RJ RJ

W T

M D

C E

ADA GATE

3'-9"

L3 PROVISION2 AIT2E

T E R

E X

E T D

TABLE630 TABLE630

BINS

EMPTY

BINS

EMPTY

A V

TABLE630

X R

A Y a T iX

H E

A N N

B E L T

T U N N E L

B E L T

H S C

BINS

EMPTY

BINS

EMPTY

3'-9"

W T

M D

C E

ADA GATE

3'-9"

L3 PROVISION2 AIT2

E N

T E R

E X

E T D

W T

M D

C E

ADA GATE

3'-9"

L3 PROVISION2 AIT2E

T E R

E X

E T D

3'-9"

E T

W T

M D

C E

ADA GATE

3'-9"

L3 PROVISION2 AIT2E

T E R

E X

E T D

3'-9"

B L S

20-V

20-3

20-U

20-T

20-Q

20-4

20-4 20-6

20-10

20-18

20-18 20-22 20-28 20-32 20-34

20-J

20-13

20-7 20-24 20-2720-2

20-2 20-36

20-S

20-5

20-8

20-12

20-14

20-14 20-3020-25

20-20

20-19

20-31 20-35

20-P

20-N

20-23 20-26 20-29 20-33 20-38

20-H

20-R

20-L

20-W

20-1120-1

20-1 20-37

20-21

20-P.5

20-Q.5

21-53

20-K

20Y-1 20Y-420X-1

20-13.5

20-16

20-16 20-18.5

20-R.3

20-9

20-M

20-9.8 20-14.1 20-17.9

30-Z

20-0.8

20-0.6

ESC AND STAIR ADD

ATU

T S

T C

HCRADES

N E

C I

STEVEN

HANDELMAN

No. 10460714-0301

07.31.26

A B

C D

F G

H J KL

Sheet Number

Original drawing is 48 x 36. Do not scale contents of this drawing.

Sheet Title

Project No:

Drawn by: Reviewed by:

Professional Seals

Sector Key Plan

No. Description Date YYYY.MM.DD

Site Key Plan

In Association with

136 S Main St, Suite 700 Salt Lake City, UT 84104 USA t +1 415 243 0555 https://www.hok.com/studios/salt-lake-city/

26.06005.03

A M

COMPOSITE PLAN -

LEVEL 1 - TRM ESC

AND STAIR ADD

00 GN 002.03

SLC CAPITAL

IMPROVEMENT

PROJECTS

3920 W. TERMINAL DRIVE

SALT LAKE CITY, UTAH 84122

DESIGN AND

CONSTRUCTION

MANAGEMENT

DIVISION

20 - TRM - TERMINAL

TERMINAL

HOK

SCALE: 1" = 20'-0"

CIP - LEVEL 1 - COMPOSITE PLAN - ESCALATOR AND STAIR ADDITION

20 AR 202G.03

L A N E

BELT

TUNNEL

BELT

HSC

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT ETD

ETD BLS

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

R R R R R R

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT ETD 3

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT

ETD

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT ETD

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT ETD

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

WTMDCEIA

A D A

G A T E

P R O V

ENTER

EXIT ETD

A D A

G A T E

WTMDCEIA

P R O V

ENTER

EXITETD

A D A

G A T E

WTMDCEIA

P R O V

ENTER

EXITETD

A D A

G A T E

WTMDCEIA

P R O V

ENTER

EXITETD

A D A

G A T E

WTMDCEIA

P R O V

ENTER

EXITETD

T A B L E

E M P T Y

AVS

T A B L E

E M P T Y

AVS

T A B L E

X-RAY

6040aTiX

HEIMANN

BELT

TUNNEL

BELT

HSC

51.6"

12.4"

S M

S D

E T E

C T

H I- S

C A

C T iX

P C

T A B L E

UPUPUP

DNDNDN

20-1820-14 20-16

20-V

20-3

20-U

20-T

20-Q

20-4 20-6 20-10 20-18

20-J

20-1320-7 20-24 20-2720-2

20-S

20-5 20-8 20-12 20-14 20-2020-19 20-31 20-35

20-P

20-N

20-23 20-26 20-29 20-33 20-38

20-H

20-R

20-L

20-W

B-A

20-1120-1 20-21

20-P.5

20-Q.5

20-K

20Y-1 20Y-420X-1

20-16

20-R.3

20-M

20-12.1

30-Z

20-0.820-0.6

ESC AND STAIR ADD

ATU

T S

T C

HCRADES

N E

C I

STEVEN

HANDELMAN

No. 10460714-0301

07.31.26

A B

C D

F G

H J KL

Sheet Number

Original drawing is 48 x 36. Do not scale contents of this drawing.

Sheet Title

Project No:

Drawn by: Reviewed by:

Professional Seals

Sector Key Plan

No. Description Date YYYY.MM.DD

Site Key Plan

In Association with

136 S Main St, Suite 700 Salt Lake City, UT 84104 USA t +1 415 243 0555 https://www.hok.com/studios/salt-lake-city/

26.06005.03

A M

COMPOSITE PLAN -

LEVEL 2 - TRM ESC

AND STAIR ADD

00 GN 003.03

SLC CAPITAL

IMPROVEMENT

PROJECTS

3920 W. TERMINAL DRIVE

SALT LAKE CITY, UTAH 84122

DESIGN AND

CONSTRUCTION

MANAGEMENT

DIVISION

20 - TRM - TERMINAL

TERMINAL

HOK

SCALE: 1" = 20'-0"

CIP - LEVEL 2 - COMPOSITE PLAN - ESCALATOR AND STAIR ADDITION

20 AR 202G.03

FRAMING / BUILDING

ELEVATION

S500

PARTIAL PLAN / DETAIL

CALLOUT

DETAIL / SECTION CALLOUT

DETAIL NO

SHEET NO

DETAIL NO

SHEET NO

DETAIL NO

SHEET NO

S500

S300

MATERIALS SHOWN ON PLANS:

CAST IN PLACE CONCRETE,

UON

STRUCTURAL SYMBOLS:

S300

BUILDING SECTION CALLOUT

DETAIL NO

SHEET NO

MATERIALS SHOWN ON DETAILS:

CAST IN PLACE

CONCRETE IN

SECTION

PRECAST CONCRETE, UON

CONCRETE MASONRY UNITS,

UON

WOOD OR METAL STUD

WALLS, UON

EXISTING CONCRETE

IN SECTION

CONCRETE MASONRY

WALL IN SECTION

CONCRETE MASONRY

WALL IN PLAN

STEEL WIDE FLANGE

SECTION

STEEL CHANNEL

SECTION

STEEL HOLLOW

STRUCTURAL SECTION

STEEL PIPE

SECTION

STEEL ANGLE

SECTION

WOOD STUD OR JOIST STUD WALL OR OR

FLOOR FRAMING WITH

PLYWOOD SHEATHING

CONTINUOUS

WOOD MEMBER

STUD WALL OR FLOOR

FRAMING WITH

PLYWOOD SHEATHING

GLUE LAMINATED

BEAM IN SECTION

SAND ROCK SOIL

(+9' - 0 5/8") BOTTOM OF BEAM ELEVATION WITH

RESPECT TO FINISHED FLOOR ELEVATION PER PLAN

BEAM SIZE

INDICATES STEEL JOIST, BEAM OR GIRDER SIZE

STEEL COLUMN

INDICATES HANGER ABOVE

INDICATES HANGER BELOWH

COLUMN BRACE TO SLAB, SEE

HSS COLUMN

(E) EXISTING

(H) HORIZONTAL

(N) NEW

(R) RELOCATED

(V) VERTICAL

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJUSTABLE/ADJACENT

AESS ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL, ARCHITECTURAL

DRAWINGS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWS AMERICAN WELDING SOCIETY

B BOTTOM

B/ BOTTOM OF

B/D BOTTOM OF DECK

B/F BOTTOM OF FOOTING

B/FND BOTTOM OF FOUNDATION

B/S BOTTOM OF STEEL

BAL BALANCE

BC BOTTOM CHORD

BD BOARD

BF BRACED FRAME

bf BEAM FLANGE WIDTH

BLDG BUILDING

BLK BLOCK

BLW BELOW

BM BEAM

BOT BOTTOM

BP BASE PLATE

BRBF BUCKLING RESTRAINED BRACED FRAME

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BT BOLT

BTWN BETWEEN

BW BOTH WAYS

C CHANNEL, COMPRESSION

C/C CENTER TO CENTER

CANT CANTILEVER

CAT CATEGORY

CEM CEMENT

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT, CONTRACTION JOINT,

CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTR CENTER

CTSK COUNTER SUNK

CWA CONFIRM WITH ARCHITECT

CWT COUNTER WEIGHT

D DEEP, DEPTH

db DIAMETER OF BOLT/BAR

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DBS DOWEL BAR SPLICER

DCW DEMAND CRITICAL WELD

DEG DEGREE

DEMO DEMOLITION

DEP DEPRESS, DEPRESSION

DES DOUBLE ENDED SPLICER

DET DETAIL

DHB DOWEL HOOKED SPLICER

DHS DOWEL HEADED SPLICER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DK DECK

DL DEAD LOAD

DN DOWN

DP DRILLED PIER

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EB EXPANSION BOLT

ED EPOXY (OR ADHESIVE) DOWEL

EE EACH END

EF EACH FACE

EFP EQUIVALENT FLUID PRESSURE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EOS EDGE OF SLAB

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ESCAL ESCALATOR

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATE

FC FACE

FD FLOOR DRAIN

FF FAR FACE

FFEL FINISH FLOOR ELEVATION

FGL FINISH GRADE LEVEL

FH FLAT HEAD

FIN FINISH

FL FLOOR

FLG FLANGE

FND FOUNDATION

FO, F/ FACE OF

FP FIRE PROTECTION

FPG FIREPROOFING

FR FRAME

FRMG FRAMING

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE

FT FEET, FOOT

FTG FOOTING

G GROUND

GA GAUGE / GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACT(OR)

GFRC GLASS FIBER REINFORCED CONCRETE

GR GRADE

GRD GROUND

GRT GROUT

H HIGH, HEIGHT

HC HOLLOW CORE

HD HEADED

HDB HEADED DEFORMED BAR

HDG HOT-DIP GALVANIZED

HEF HORIZONTAL EACH FACE

HK HOOK

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH, INCHES

INCL INCLUDED / INCLUDING

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

JST JOIST

JT JOINT

K KIP (1000 LB)

KG KILOGRAM

KN KILONEWTON

KO KNOCKOUT

KPA KILOPASCAL

KSI KIPS PER SQUARE INCH

L ANGLE, LONG, LITER

LB POUND

LCS LAP COMPRESSION SPLICE

Ld TENSION DEVELOPMENT LENGTH

Ldc COMPRESSION DEVELOPMENT LENGTH

LDG LANDING

LE LEFT END

LF LINEAR FOOT

LFRS LATERAL FORCE RESISTING SYSTEM

LL DOUBLE ANGLE, LIVE LOAD

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LN LINE

LONGT LONGITUDINAL

LPT LOW POINT

LTL LINTEL

LTS LAP TENSION SPLICE

LW LONG WAY

LWC LIGHT WEIGHT CONCRETE

M METER

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MOMENT CONNECTION

MDO MEDIUM DENSITY OVERLAY PLYWOOD

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MET METAL

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MK MARK

MLS MASONRY LAP SPLICE

MM MILLIMETER

MO MASONRY OPENING

MPA MEGAPASCAL

MTL METAL

N NEWTON, NORTH

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OA OVERALL

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER / DIMENSION

OF OUTSIDE FACE

OH OVER HEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

OUTS OUTSIDE

OVHD OVERHEAD

OWJ OPEN WEB JOIST

PAF POWER ACTUATED FASTENER

PAV PAVING

PBD PARTICLE BOARD

PC PIER / PILE CAP; PRECAST CONCRETE

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PJF PREMOLDED JOINT FILLER

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PVT PAVEMENT

QTY QUANTITY

R RADIUS

RAD RADIAN

RD ROOF DRAIN

RE REFERENCE TO, RIGHT END

REC RECESSED

RECOM RECOMMENDED

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCED, REINFORCEMENT

REL RELOCATE

REM REMOVABLE

REQ REQUIRE, REQUIRED

REV REVISION, REVISED

RM ROOM

RO REFERENCE ONLY, ROUGH OPNG

RTD RATED

RTG RATING

S SOUTH

SC SLIP CRITICAL

SCHED SCHEDULE

SD STEEL DECK

SDC SEISMIC DESIGN CATEGORY

SDI STEEL DECK INSTITUTE

SDL SUPERIMPOSED DEAD LOAD

SECT SECTION

SER STRUCTURAL ENGINEER OF RECORD

SF SQUARE FOOT/FEET

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SIM SIMILAR

SJ SAWCUT JOINT

SJI STEEL JOIST INSTITUTE

SL SLAB

SM SQUARE METER

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SPA SPACE, SPACES, SPACING

SPEC SPECIFICATION

SQ SQUARE

SSE STRUCTURAL SLAB ELEVATION

SST STAINLESS STEEL

STA STATION

STAG STAGGER / STAGGERED

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STLJST STEEL JOIST

STRG STRINGER

STRUC STRUCTURE, STRUCTURAL

SUBCAT SUBCATEGORY

SUPP SUPPORT

SUSP SUSPENDED

SW SHEAR WALL, SHORT WAY

SYMM SYMMETRICAL

SYS SYSTEM

T TENSION, TOP

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

T/C TOP OF CONCRETE

T/D TOP OF DECK

T/F TOP OF FOOTING

T/J TOP OF JOIST

T/L TOP OF LEDGE

T/P TOP OF PILASTER

T/PC TOP OF PIER / PILE CAP

T/S TOP OF STEEL

T/SL TOP OF SLAB

T/W TOP OF WALL

TB TIE BEAM

TC TOP CHORD

TEMP TEMPERATURE

tf BEAM FLANGE THICKNESS

TGB TOGGLE BOLT

THK THICKNESS

THRD THREAD(ED)

THRU THROUGH

TOT TOTAL

TRACT TRACTION

TRANS TRANSVERSE

TRD TREAD

tw BEAM WEB THICKNESS

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNIF UNIFORM

UON UNLESS OTHERWISE NOTED

V SHEAR

VB VERTICAL BRACE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VR VAPOR RETARDER

W WIDE, WIDTH, WIDE FLANGE, WEST

W/ WITH

W/C WATER CEMENT RATIO

W/O WITHOUT

WD WOOD

WDS WOOD SCREW

WF WIDE FLANGE

WP WORK POINT

WS WATERSTOP

WT WEIGHT, STRUCTURAL TEE CUT FROM WIDE

FLANGE

WWR WELDED WIRE REINFORCEMENT

XPS EXTRUDED POLYSTYRENE

STRUCTURAL ABBREVIATIONS

SALT LAKE CITY AIRPORT CAPITAL IMPROVEMENT

PROJECTS - BSO WEST

SALT LAKE CITY INTERNATIONAL AIRPORT SECOND FLOOR - TERMINAL UNIT #1

SALT LAKE CITY, UTAH 84114

SYMBOLS AND DRAWING ANNOTATIONS

UCRST

TS ATE O

F R P O

AUT

RTU A

N E R E

I G

CLAIRE S.

MOORE

No. 8988191-2203

07.31.26

A B

C D

F G

H J KL

Sheet Number

Original drawing is 48 x 36. Do not scale contents of this drawing.

Sheet Title

Project No:

Drawn by: Reviewed by:

Professional Seals

Sector Key Plan

No. Description Date YYYY.MM.DD

Site Key Plan

In Association with

136 S Main St, Suite 700 Salt Lake City, UT 84104 USA t +1 415 243 0555 https://www.hok.com/studios/salt-lake-city/

26.06005.03

-0

-3

ABBREVIATIONS &

SYMBOLS

20 ST 001.03

SLC CAPITAL

IMPROVEMENT

PROJECTS

3920 W. TERMINAL DRIVE

SALT LAKE CITY, UTAH 84122

DESIGN AND

CONSTRUCTION

MANAGEMENT

DIVISION

20 - TRM - TERMINAL

TERMINAL

HOK

1. AS USED IN THESE GENERAL NOTES:

"DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON. “SER” IS DEFINED AS THE STRUCTURAL ENGINEER OF

RECORD FOR THE STRUCTURE IN ITS FINAL CONDITION.

“MEP” INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION.

“CONTRACTOR” IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR.

“STRUCTURE IN ITS FINAL CONDITION” MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING NON-COMPLIANCE ISSUES.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, AND MEP

CONTRACT DOCUMENTS, AS WELL AS ALL OTHER APPLICABLE TRADES.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE

REACHES ITS FINAL CONDITION.

4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR’S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN CALIFORNIA TO

DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS.

5. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S OWN EXPENSE AT NO EXPENSE TO THE OWNER OR ARCHITECT.

6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS…

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File details come from the government source that posted it. Updated Aug 4, 2026.