2-3-DA27005-27308050 Approved Plans.pdf

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Attached to
DFCM Construction - Invitational - CPB/GOED - World Trade Center 3rd Floor GOED Tenant Improvements - 27308050
Solicitation number
DA27005
Issued by
Utah

About this file

This document comprises approved architectural plans and construction drawings for a tenant improvement project on the 3rd Floor of the World Trade Center (WTC) located at 60 E South Temple, Salt Lake City, Utah, prepared by AJC Architects PC for the State of Utah Division of Facilities Construction and Management (DFCM). The project scope includes demolition of existing interior elements, construction of new partition walls, installation of finishes, reconstruction of the suspended ceiling grid, and preparation of the space to receive new systems furniture. The space encompasses approximately 3,154 square feet across the west side of the 3rd floor, consisting of private offices (Room 102: 295 SF), an open office area (Room 103: 2,393 SF), shipping and receiving (Room 104: 201 SF), and a conference/training room (Room 105: 258 SF), with an electrical closet and men's and women's restrooms. The drawings indicate this is a permit set issued July 8, 2026, with code compliance review completed by Thomas Peterson of DFCM on July 15, 2026. The project was reviewed and approved for code compliance against the 2024 International Building Code and related standards.

The construction documents specify typical tenant improvement-level finishes including carpet tile flooring (Interface Style 137880AK00, Charcoal Stitch), navy blue rubber base, and painted drywall surfaces in Sherwin-Williams colors (Alabaster, Repose Grey, Storm Cloud, and Anchors Aweigh). Deferred submittals identified include building fire sprinkler work and building fire alarm system work, which must be submitted within 30 calendar days of permit issuance. The General Contractor is responsible for field verification of all dimensions and conditions, coordination with all subcontractors, provision of temporary construction to maintain building envelope integrity, and compliance with ADA accessibility requirements and all applicable building codes. The construction cost estimate is $150,000.00, with an invitational bid process limited to four pre-selected contractors: Gladwell Construction, Northway Construction, RAD Electric, and Strong Solutions. A mandatory meeting is required for all invited bidders, though the specific date is not specified in these approved plans.

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PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

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WORLD TRADE CENTER -

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60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

PERMIT SET

ajc architectsARCHITECTURAL

WHW ENGINEERINGMECH/PLUMB

LYNK ENGINEERS, INC.ELECTRICAL

703 EAST 1700 SOUTH

SALT LAKE CITY, UT 84105

PHONE: 801.466.8818

EMAIL: HSLABBERT@AJCARCHITECTS.COM

NAME: HEBER SLABBERT

733 W 9000 S

SANDY, UT 84070

PHONE: 801.870.6987

EMAIL: BRADL@WHW-ENGINEERING.COM

NAME: BRAD LASH

324 STATE STREET, SUITE 400

SALT LAKE CITY, UTAH 84111

PHONE: 712-540-0712

EMAIL: MATT.HAVERKAMP@LYNKENGINEERS.COM

NAME: MATT HAVERKAMP

DFCMOWNER

DIVISION OF FACILITIES CONSTRUCTION & MANAGEMENT

DEPARTMENT OF GOVERNMENT OPERATIONS

4315 SOUTH 2700 WEST FLOOR 3

TAYLORSVILLE, UT 84129-2128

PHONE: 385.266.5384

EMAIL: LWALDRON@UTAH.GOV

NAME: LEVI WALDRON

KEY PLAN

LOCATION MAP VICINITY MAP

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/15/2026

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SHEET NUMBER:

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ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

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7/8/2026

PERMIT SET

ajc

K. RIGBY

G001

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

INDEX AND GENERAL

NOTES

GENERAL NOTES:

1 THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS "GENERAL

CONTRACTOR" OR "GC". THE OWNER MAY HEREAFTER BE REFERRED TO AS "OWNER".

2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF THE

LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE GENERAL CONTRACTOR

SHALL UTILIZE THE COMPLETE & ENTIRE CONSTRUCTION DRAWINGS AND WRITTEN

SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDE COMPLETE

CONSTRUCTION OF THIS PROJECT AND IS RESPONSIBLE TO COORDINATE ALL DRAWINGS

AND SPECIFICATIONS WITH ALL SUBCONTRACTORS REGARDLESS OF LOCATION IN

CONTRACT DOCUMENTS. ITEMS LISTED IN DRAWINGS MAY NOT BE INCLUDED IN

SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY NOT BE INCLUDED IN

DRAWINGS.

3 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN

CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF SAME

ARE PART OF THE CONTRACT AS DEFINED BY THE ENTIRE CONSTRUCTION DOCUMENTS

AND SPECIFICATIONS. THE GC SHALL PROVIDE AND INSTALL ALL ACCESSORIES,

COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR SPECIFIED.

4 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS

PRIOR TO BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND

MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GC SHALL

ACCEPT PREMISES AS FOUND. OWNER WILL MAINTAIN THE EXISTING CONDITION OF THE

SITE AND EXISTING STRUCTURES AT THE TIME OF BIDDING.

5 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT

INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY SUCH

DISCREPANCIES DURING BIDDING AND PRIOR TO COMMENCING WORK.

6 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO

DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY

PRIOR TO CONTINUING WITH WORK. CHANGES IN THE WORK TO BE DOCUMENTED IN

WRITING AND APPROVED IN WRITING PRIOR TO BEING STARTED - (IMPLEMENTED)

7 ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD OR FACE OF BLOCK

UNLESS OTHERWISE INDICATED. SEE SECTION ON "DIMENSIONING" THIS SHEET.

8 THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL CONDITIONS REQUIRING

COORDINATION/ CHANGES WITH THE CONTRACT DOCUMENTS. COORDINATION /

APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS. ALL CHANGES TO THE

CONTRACT COST SHALL BE APPROVED THROUGH A CHANGE ORDER.

9 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL

SCALE DRAWINGS.

10 THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE

WITH DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE

ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.

THE ARCHITECT WILL NOT REVIEW SHOP DRAWINGS UNTIL THE GC HAS REVIEWED AND

STAMPED THE SHOP DRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD

VERIFYING ALL DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE ARCHITECT'S

REVIEW OF THE SHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS DESCRIBED IN

THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE BY THE

ARCHITECT. WORK SHALL NOT PROCEED WITHOUT RETURNED REVIEWED SUBMITTALS.

11 FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD

DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

12 FOR GRADING, TRENCHING ETC., CONTACT THE ARCHITECT FOR INSTRUCTIONS PRIOR

TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME

APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS

AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE GENERAL CONTRACTOR

BEFORE CONSTRUCTION.

13 ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES,

ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING

JURISDICTION AT THE PROJECT LOCATION. THE GENERAL CONTRACTOR MUST COMPLY

WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING

AUTHORITIES.

14 ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-2009, AND THE

AMERICANS WITH DISABILITIES ACT (ADA).

15 THE GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING

AUTHORITIES AND UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING

INSPECTION.

16 THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN

WORKING ORDER.

17 A GENERAL BUILDING PERMIT IS REQUIRED. ALL PERMITS OR CONNECTION FEES SHALL

BE SECURED BY THE GENERAL CONTRACTOR AND REIMBURSED THROUGH THE OWNER.

18 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS WHERE

SHOWN ON PLAN.

19 MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO

THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. SEE

CODE SUMMARY, SHEET G1002.

20 THE GENERAL CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE AND LIABLE

FOR PUBLIC AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED BY THE

CODES, INCLUDING EXTERIOR AND INTERIOR PEDESTRIAN TRAFFIC BARRIERS. ALL

WORK SHALL CONFORM TO THE ORDINANCES AND REGULATIONS OF GOVERNMENTAL

AGENCIES HAVING JURISDICTION AT THE PROJECT.

21 THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES FOR DUST AND

NOISE CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTION WHERE WORK

JOINS EXISTING CONDITIONS.

22 ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A

CLEAN (BROOM) CONDITION DAILY.

23 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE AND

OR CALL BLUE STAKES TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN

OR NOT, AND WHEN IDENTIFIED TO PROTECT THEM FROM DAMAGE. THE GENERAL

CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF IDENTIFIED

UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE

EXECUTION OF THE WORK.

24 APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY

WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE

GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE

SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS, ON THE

PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB

SUPERINTENDENT.

NOTES TO BIDDERS:

SCOPE OF WORK:

DEFERRED SUBMITTALS:

1. BUILDING FIRE SPRINKLER WORK

2. BUILDING FIRE ALARM SYSTEM WORK

GENERAL NOTES:

NEW TENANT IMPROVEMENT WITHIN THE EXISTING WORLD TRADE CENTER TOWER ON THE

3TH FLOOR, WEST SIDE OF THE FLOOR. CONSTRUCTION IS A SET OF PRIVATE OFFICES,

CONFERENCE ROOM, AND OPEN OFFICE AREA OF TYPICAL CONSTRUCTION AND AVERAGE

FINISH LEVELS.

EXISTING SPACE WILL NEED TO BE FIELD VERIFIED, MEASURED, AND MODIFIED TO COMPLETE

PROJECT, INCLUDING PLUMBING AND MECHANICAL PENETRATIONS AND NEW FINISHES ON

EXISTING WALLS. CONTRACTOR IS TO ENSURE ENTIRE SPACE IS OF NEW QUALITY AND FINISH

LEVEL, ALL EXISTING EXPOSED SURFACES TO RECEIVE PAINT OR NEW FINISHES, SEE FINISH

PLANS.

FURNITURE AND MOST APPLIANCES ARE FOR REFERENCE ONLY AND WILL BE OWNER

PROVIDED.

CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING

IN BIDDING THIS PROJECT SHALL BE RESPONSIBLE FOR INFORMATION CONTAINED

IN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS.

25 THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF

WALL MOUNTED SHELVES, CABINETS, HC GRAB BARS AND PARTITION BRACES AND ALL

OTHER ITEMS IDENTIFIED ON THE EQUIPMENT OR ACCESSORY SCHEDULE. BLOCKING

SHALL BE FIRE TREATED WHERE REQUIRED BY THE BUILDING CODE.

26 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING,

INSTALLATION AND HOOK-UP OF ALL OWNER FURNISHED ITEMS UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

27 THE GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS

PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH

COULD DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.

28 PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED.

29 PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES

WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS NOTED OTHERWISE.

30 PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER AND DRYWALL

SURFACES.

31 ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH

APPROPRIATE SEALANT MATERIAL.

32 UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM, TREILLAGE,

RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

33 FOR PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS, PROVIDE APPROVED

ASSEMBLIES WITH SELF CLOSING DEVICES FOR ANY PENETRATIONS IN RATED

CONSTRUCTION.

34 THE GC SHALL VERIFY LOCATIONS OF ALL CEILING& WALL ACCESS PANELS WITH

MECHANICAL, FIRE SPRINKLER AND PLUMBING PLANS. ACCESS PANELS SHALL BE

FURNISHED AND INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR CEILING

ASSEMBLY INTO WHICH THEY ARE TO BE INSTALLED. FINISH AND LOCATION SHALL BE

APPROVED BY THE ARCHITECT.

35 THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITH

EQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT

OPENINGS ON ROOF AND INTERIOR SHAFTS.

DRAWING INDEX:

GENERAL

G000 COVER SHEET

G001 INDEX AND GENERAL NOTES

G002 ABBREVIATIONS, DIMENSIONING LEGEND, SYMBOLS

G005 FIRE & LIFE SAFETY PLAN

G010 ADA REQUIREMENTS

G011 ADA REQUIREMENTS

ARCHITECTURAL

AD001 LEVEL 3 - DEMOLITION FLOOR PLAN

AD002 LEVEL 3 CEILING PLAN DEMO

A101 LEVEL 3 - CONSTRUCTION FLOOR PLAN

A121 LEVEL 3 - FINISH PLAN

A131 LEVEL 3 - CEILING PLAN

A502 DETAILS - ACOUSTICS

A600 DOOR SCHEDULE & LEGEND

A700 SIGN SCHEDULE, TYPES, DETAILS

MECHANICAL

MG001 MECHANICAL LEGEND AND GENERAL NOTES

ME101 LEVEL 3 MECHANICAL FLOOR PLANS

ME501 MECHANICAL DETAILS

ELECTRICAL

EE001 SYMBOLS LEGEND & INDEX

EE002 SPECIFICATIONS

EE003 SPECIFICATIONS

EE004 RISER DIAGRAM

EE100 ELECTRICAL DEMOLITION PLANS

EE101 ELECTRICAL FLOOR & CEILING PLANS

EE600 ELECTRICAL SCHEDULES

EE701 TYPICAL MOUNTING DETAILS

EE702 ELECTRICAL DETAILS

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CL

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

01 WINDOW/CURTAIN WALL DESIGNATION. SEE WINDOW SCHEDULE.

A101

A9

A

A9

A

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AROUND AREA OF

CHANGE

DELTA SYMBOL

& REVISION

NUMBER

? KEYNOTE.

GRID HEAD

n

GLAZING DESIGNATION.

GLAZING MODIFIER

201.1 DOOR DESIGNATION. SEE DOOR SCHEDULE

F1 WALL, FLOOR, CEILING, ROOF TYPE DESIGNATION. SEE APPROPRIATE TYPE

SHEETS.

WALL, FLOOR, BASE, CEILING FINISH TAG. THIS SYMBOL WHEN ATTACHED

TO A WALL SHALL INDICATE THIS FINISH FOR ENTIRE LENGTH OF WALL

FROM ONE INTERSECTION TO THE NEXT AND NOT BE TERMINATED BY

WINDOWS OR DOORS UNO.

ROOM NAME

ROOM NAME TAG

Ø

CENTER LINE

NUMBER

DEGREE

AND

AT

WORK POINT OR ELEV. BENCH MARK

DIAMETER OR ROUND

NORTH ARROW

DETAIL TAGS

DETAIL NUMBER

PAGE WHERE FOUND

DETAIL CUT LINE

DETAILED AREA

WALL SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

BUILDING SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

DRAWING TITLE

ELEVATION TAGS

PAGE

VIEW

ROOM FINISH TAG

FLOOR FINISH

CORRESPONDING WALL

FINISHES

BASE FINISH

MISCELLANEOUS KEYED NOTE SYMBOLS

ROOM NAME

ROOM NUMBER

ELEVATION DATUM

INDICATES ITEM OR FLOOR

LEVEL BEING REFERENCED

A1 A101

NAME

ELEVATION

AA

A1 A101

A1 A101

A1 A101

1 1/8" = 1'-0", DWG REF: R101

DRAWING NAME

DRAWING REF

METAL

EARTH

CONCRETE

CONCRETE MASONRY

UNIT

FINISHED WOOD

MEMBER

PLYWOOD

BATT INSULATION

GYP. BOARD

CONTINUOUS WOOD

MEMBER

WOOD BLOCKING OR

SHIM

PLASTER OR STUCCO RIGID INSULATION

MINERAL WOOL

INSULATION

GRAVEL

A L L I

D E

A S

D

E S

IG

N

S A

R R

A N

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M E

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A N

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IN

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A

JC

A R

C H

IT

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P C

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A T E

D E

V O

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A

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O R

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SHEET NUMBER:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

AHJ

A u to d e sk

D o cs

/2

-2

D

FC

M

-G O

E D

R e lo ca ti o n

T I/

G O

E D

R e lo ca ti o n

T I.r vt

/9 /2

:5

:4

P M

7/8/2026

PERMIT SET

ajc

K. RIGBY

G002

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

ABBREVIATIONS,

DIMENSIONING

LEGEND, SYMBOLS

SECTION MATERIALS LEGEND

SYMBOLS

ABBREV ABBREVIATION (S)

ABB ABBREVIATION (S)

A.F.F. ABOVE FINISHED FLOOR

AD ACCESS DOOR

ACOUS ACOUSTICAL

A/C AIR CONDITIONING

ALUM ALUMINUM

AB ANCHOR BOLT

APPR APPROVED

AC ASPHALT CONCRETE

BM BEAM

BLK BLOCK

BD BOARD

BOT BOTTOM

B.O. BOTTOM OF

B.O.B. BOTTOM OF BEAM

BLDG BUILDING

CLG CEILING

CH CEILING HEIGHT

CEM CEMENT

C/C CENTER TO CENTER

CER CERAMIC

CLR CLEAR

CLOS CLOSET

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR

CSK COUNTERSINK

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DF DOUGLAS FIR

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV OR EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FRP FIBER REINFORCED PLASTIC

FIN FINISH

FF FINISH FLOOR

FO FINISHED OPENING

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FDN FOUNDATION

FH FULL HEIGHT

FS FULL SIZE

FSD FULL SIZE DETAIL

GALV OR GV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GFRC GLASS FIBER REINFORCED

CONCRETE

GR GRADE

GYP. BD. GYPSUM BOARD

HDWD HARDWOOD

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

ABBREVIATIONS DIMENSIONING LEGEND

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LEV LEVEL

LTWT LIGHT WEIGHT

LTG LIGHTING

MAINT MAINTENANCE

MFG MANUFACTURER

MO MASONRY OPENING

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MB MECHANICAL BOLT

MET METAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION

(N) NEW

NR NON-RATED

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFF OFFICE

OC ON CENTER

OPN'G OPENING

OCC OPERATOR CONTROL CENTER

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OF OVERFLOW

OFI OWNER FURNISH ITEM

OFOI OWNER FURNISHED OWNER

INSTALLED

PR PAIR

PLAS PLASTIC

PL PLATE

PLWD PLYWOOD

PC PORTLAND CEMENT

PREP PREPARATION

PT PRESSURE TREATED

PTDF PRESSURE TREATED DOUGLAS

FIR

PROJ PROJECTION

QT QUARRY TILE

REF FREFERENCE

R OR RAD RADIUS

REDW'D REDWOOD

REFL REFLECTED

RCP REFLECTED CEILING PLAN

REINF REINFORCE

REQ'D REQUIRED

RES RESILIENT

RR RESTROOM(S)

R RISER

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

R.O. ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STG STORAGE

STRUCT STRUCTURAL

SIMUL SUMULATED

SUSP SUSPENDED

SYM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T&G TONGUE & GROOVE

TBC TOP BACK OF CURB

T.O. TOP OF

T.O.C. TOP OF CONCRETE OR CURB

T.O.F TOP OF FOOTING

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TDC TRAFFIC DECK COVERING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VER VERTICAL

WC WATER CLOSET

WL WATER LEVEL

WP WATERPROOFING

W WIDE

W/ WITH

WD WOOD

WP WORKING POINT

WI WROUGHT IRON

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

UP

DNUP

DN

UP

DNUP

DN

UP

DNUP

DN

UP

AERONAERON

AERON

AERON AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON

AERON AERON

AERON

AERON

CM

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

C M

S A

Y L

S A

Y L

S A

Y L

S A

Y L

S A

Y L

SAYL

S A

Y L

S A

Y L

201 SF

SHIPPPING &

RECIEVING

1042,393 SF

OPEN OFFICE

258 SF

CONFERENCE/TRAINING

295 SF

OFFICE

1004.8 Concentrated Business Use Areas

The occupant load factor for concentrated business use shall be applied to telephone call centers, trading floors, electronic data entry and similar business use areas with a higher density of occupants than would normally be expected in a typical business occupancy environment.

Where approved by the building official, the occupant load for concentrated business use areas shall be the actual occupant load, but not less than one occupant per 50 square feet (4.65 m2) of gross occupiable floor space.

MAX TRAVEL DIST = 300'

PROVIDED TRAVEL DISTANCE 139'

MAX TRAVEL DIST = 300'

PROVIDED TRAVEL DISTANCE 107'

Schema 1 Legend

B-CONCENTRATED BUSSINES USE AREA

B-OFFICE

FE

75 FEET

TOTAL TRAVEL = 107'

COMMON PATH = 27'

TOTAL TRAVEL = 77'

COMMON PATH = 18'

SEE SHEET G001 FOR DRAWING INDEX.

SEE SHEET AG000 FOR GENERAL NOTES AND ABBREVIATIONS.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE

BEGINNING WORK, AND SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR

OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

FE

EXIT

180 30

CODE LEGEND

REFERENCES:

· UL FIRE RESISTANCE DIRECTORY; CURRENT EDITION.

· NFPA 101 LIFE SAFETY CODE

· ALL GOVERNING LOCAL AND REGIONAL BUILDING CODES

FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E1966 (UL 2079)

TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO THAT OF THE SURROUNDING

CONSTRUCTION.

UL NOTES

FIRE PROTECTION NOTES

NEW CONSTRUCTION SHALL NOT COMMENCE UNTIL FIRE DEPARTMENT ACCESS ROADS ARE

INSTALLED WITHIN 100 FEET OF ALL EXTERIOR WALLS OF THE FIRST FLOOR AND FIRE

HYDRANTS ARE INSTALLED, AND REQUIRED FIRE FLOW IS PROVIDED. AS REQUIRED IN

INTERNATIONAL FIRE CODE (IFC) SECTION 3312

REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED

DURING CONSTRUCTION AND DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO

THE BUILDING. FIRE PREVENTION BUREAU STAFF SHALL APPROVE REVIEW OF ANY EXITING

ALTERATIONS. AS REQUIRED IN IFC SECTION 3311

AUTOMATIC FIRE SPRINKLER, FIRE SUPPRESSION AND FIRE ALARM SYSTEMS WHEN TAKEN

OUT OF SERVICE ARE REQUIRED TO HAVE THE FIRE PREVENTION BUREAU NOTIFIED. THE

DURATION OF TIME AND THE DATE MUST BE STATED TO INCLUDE THE DATE WHICH THE FIRE

PROTECTION EQUIPMENT WILL BE PLACED IN SERVICE. AS REQUIRED IN IFC CHAPTER 33.

ALL DEFERRED (IBC 107.3.4.1) SUBMITTAL ITEM(S) NEED TO BE SUBMITTED WITHIN A TIMELY

MANNER (30 CALENDAR DAYS OF THE ORIGINAL BUILDING PERMIT ISSUANCE DATE). THE

FINAL INSPECTION APPROVAL (IBC 110.3.10) CANNOT BE ISSUED AND NO BUILDING OR

STRUCTURE CAN BE USED OR OCCUPIED (IBC 111.1) UNTIL ALL THE DEFERRED SUBMITTED

ITEMS ARE APPROVED BY THE BUILDING OFFICIAL.

FLOOR CARPET SHALL BE TESTED IN ACCORDANCE TO NATIONAL FIRE PROTECTION

ASSOCIATION STANDARD 253 AND BE A CLASS I (0.45 WATTS/CM2) IN CORRIDORS, EXIT

ENCLOSURES, EXIT PASSAGEWAYS AND CLASS II (0.22 WATTS/CM2) IN ALL ROOMS AND

AREAS.

ACOUSTICAL CEILING PANELS SHALL BE LISTED AND TESTED AMERICAN SOCIETY OF TESTING

MATERIALS (ASTM) E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450.

IF THE CEILING TILE IS A COMPONENT PART OF A PLENUM SYSTEM THEN IT SHALL BE LISTED

AND TESTED AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E 84 AND HAVE A FLAME

SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50.

FIRE ALARM SYSTEM SHALL BE INSTALLED WHEN THERE ARE EXTINGUISHING SYSTEMS IN

THE BUILDING FOR OCCUPANT NOTIFICATION. FIRE ALARM SYSTEM HORN AND STROBE SHALL

BE INSTALLED UNLESS WITHIN THE AREA APPLIANCES ARE INSTALLED AND THE AREA HAS THE

REQUIRED DB RATING AS PRESCRIBED IN INTERNATIONAL FIRE CODE 907.5.2.1.1 & VISIBLE

REQUIREMENTS IN SECTION 907.5.2.3

1 HOUR RATED FIRE ASSEMBLY

EXIT TRAVEL DISTANCE

FIRE EXTINGUISHER

DOOR EXIT CAPACITY / REQUIRED EXIT CAPACITY

A L L I

D E

A S

D

E S

IG

N

S A

R R

A N

G E

M E

N T S

A N

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I N

D

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A T E

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D B

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D R

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IN

G

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P R

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A

JC

A R

C H

IT

E

C T S

P C

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A T E

D E

V O

L V

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A

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-1

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S E

Q

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L A

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SHEET NUMBER:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

AHJ

A u to d e sk

D o cs

/2

-2

D

FC

M

-G O

E D

R e lo ca ti o n

T I/

G O

E D

R e lo ca ti o n

T I.r vt

/9 /2

:5

:5

P M

7/8/2026

PERMIT SET

ajc

K. RIGBY

G005

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

FIRE & LIFE SAFETY

PLAN

0'

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

8'4' 24'16' n1/8" = 1'-0" ,A2

FIRE & LIFE SAFETY PLAN

GENERAL NOTES

OCCUPANCY SCHEDULE

Occupancy Number Name Area Occupancy Load Factor Occupants

Not Placed

B-OFFICE

B-OFFICE 101 OFFICE Not Placed

150 SF

0 SF 0

LEVEL 3

106 EL. CLOSET 7 SF

7 SF 0

B-CONCENTRATED BUSSINES USE AREA

B-CONCENTRA

TED BUSSINES

USE AREA

103 OPEN OFFICE 2,393

SF

50 SF 48

2,393

SF

B-OFFICE

B-OFFICE 102 OFFICE 295 SF 150 SF 2

B-OFFICE 104 SHIPPPING & RECIEVING 201 SF 150 SF 2

B-OFFICE 105 CONFERENCE/TRAINING 258 SF 150 SF 2

755 SF 6

3,154

SF

North: ______ South: ______ East: ______ West: ______

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

d) Unlimited Area Building: Yes ________ No ________ Code Section: ________

3) Three Story: Aa (3) ________

2) Two Story: Aa (2) ________

1) One Story: ________

c) Total Allowable Area for:

1_< Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a) Aa = At + + lf = 100 - 0.25

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts through

- ADA Guidelines and specific reference to the Internation Bulding Code Accessibility

Chapters, the more restrictive requirement shall govern.

2) Additional Code Information Shall be provided at the discretion of the Building Offical for

Complex Buildings, includiong, but no limited to:

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means of Egress Analysis.

e) Fire Assembly Locator Sheet.

f) Exterior and Interior Accessibility Route.

g) Fire Stopping, including Tested Design Number.

FOOTNOTES:

d) Drinking Fountains: ______ Service Sinks: ______

c) Bath Tubs or Showers: ______

b) Lavatories - Required (m) ______ (f) ______ Provided ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ________ Exit Width Provided: ________

Element Assembly

ListingHours

Smoke Partitions

Fire Partitions

Exterior Bearing Walls

Interior Bearing Walls

Exterior Non-Bearing Walls

Structural Frame

Partitions - Permanent

Floors - Ceiling Floors

Roofs - Ceiling Roofs

Ext Doors and Windows

Shaft Enclosures

Fire Walls

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

L. Design Occupant Load: ________

K. Fire Resistance Rating Requirements for Building Elements (hours).

J: Area Modifications:

____________________________________________I: Tabular Area: ______________________________________________

H: Actual Area per Floor (square feet): ____________________

G: Number of Stories: ______ Building Height: ______

Required: ______ Provided: ______ Type of Sprinkler System: __________

F: Sprinklers:

E. Mixed Occupancies: ______ Non Seperated Uses: ______

D. Fire Resistance Rating Requirements for the Exterior Walls based on the fire seperation distance (in hours):

C. Type of Construction (circle one):

Change in Use: Yes _____ No _____ Mixed Occupancy: Yes _____ No _____

ADA Accessibility

Guidelines

Uniform Code for

Building Conservation

National Electrical Code

International Energy

Conservation Code

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

CODE ANALYSIS SUMMARY

At lf

At ls

P F

W

Fire Barriers

Element Assembly

ListingHours

B xx

NO

N/A N/A N/A N/A

N/A N/A

Y Y NFPA 13

N/A N/A

3,154 - TI SPACE ONLY

UL

3 EXISTING

3 EXISTING

0 N/A

N/A N/A

2 EXISTING

1.5 EXISTING

2 EXISTING

N/A

N/A

N/A

2 2

X 3

EXISTING FACILITIES TO REMAIN WITH NO CHANGE

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

5'-0" MIN

'-8

M

IN

'-6

M

IN

CLCL

-9

-4

1'-6"

3'-0" MIN

CL

DISPENSER

LOCATION

3'-6" MIN

990-1040

39"-41"

1'-0" MAX

DISPENSER

LOCATION

-4

-9

'-6

-1

WATER CLOSET

FRONT VIEW

WATER CLOSET

SIDE VIEW

-4

-6

36" MIN

1'-6"CL

'-1

/2

M

IN

DISPENSER

LOCATION

CHILDRENS WATER

CLOSET FRONT VIEW

/2 M

IN

-4

-6

'-6

-8

DISPENSER

LOCATION1065

3'-6" MIN

1'-0" MAX

990-1040

39"-41"

CHILDRENS WATER

CLOSET SIDE VIEW

ACCESSIBLE TOILET COMPARTMENT CLEARANCES AND MOUNTING

HEIGHTS

3'-0"

'-0

M

IN

'-6

M

IN

AMBULATORY ACCESSIBLE

TOILET COMPARTMENT

CL

405-455

16"-18"

(A)

ACCESSIBLE

WATER CLOSET

460-485 17"-19"

(B)

AMBULATORY

ACCESSIBLE

WATER CLOSET

0'-6" MIN

PARTITION

'-9 M

IN

0'-6" MIN

PARTITION

'-0 M

IN

(A)

ELEVATION

ADULT

(B)

ELEVATION

CHILDREN

0'-6" MIN

'-6 M

IN

(C)

PLAN

WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE

WATER CLOSET

CENTERLINE

TOILET SEAT HEIGHT

GRAB BAR HEIGHT

DISPENSER HEIGHT

12 INCHES (305

MM)

11 TO 12 INCHES

(280 - 305 MM)

18 - 20 INCHES

(455-510 MM)

14 INCHES (355

MM)

12-15 INCHES

(305-380 MM)

12-15 INCHES

(305-380 MM)

20-25 INCHES

(510-635 MM)

14-17 INCHES

(355-430 MM)

15-18 INCHES

(380-455 MM)

15-17 INCHES

(380-430 MM)

25-27 INCHES

(635-685 MM)

17-19 INCHES

(430-485 MM)

AGES 3 & 4 AGES 5 THRU 8 AGES 9 THRU 12

5'-0" MIN.

3'-0" MIN.

1'-6"

'-0

M

A X

'-8

M

IN

CL

TOILET

PAPER

DISPENSER

'-4

M

A X

2'-8" MIN.

0'-4" MAX.

ALTERNATE DOOR

LOCATION

WHEEL CHAIR ACCESSIBLE TOILET

STALL PLAN VIEW

SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

(A)

ADULT WALL HUNG WATER

CLOSET

(B)

ADULT FLOOR MOUNTED

WATER CLOSET AND

CHILDREN'S WATER CLOSET

MIN.

2'-0"

MIN.

1'-0"

MIN.

2'-0"

MIN.

1'-0"

TOILET

FLUSHE

R

24" MIN.

'-1

/2

3'-6" MAX.

2'-0" MIN.

3'-6" MAX.

'-1

/2

'-8

60" MIN

60" MIN

'-1

'-9

M

IN

.2 '-3

M

IN

'-5

M

IN

" M A X

TO REFLECTIVE

SURFACE

MIRROR

" M A X

TOE

CLEARANCE

0'-8" MIN.

0'-6" MAX

FIXTURE DEPTH

1'-5" MIN.

LAVATORY SIDE VIEW DASHED LINE INDICATED

DIMENSIONAL CLEARANCE OF UNDER FIXTURE

ENCLOSURE, IF REQUIRED.

CL

'-6

M

IN

1'-5" MIN.

TO

W

A

LL

'-3

M

IN

19" MAX

4'-0" MIN.

CL

CLEAR

FLOOR

SPACE

LAVATORY PLAN VIEW

" M A X

TO

O

P E R

A B

LE

P

A R

TS

" M A X

DIAPER

CHANGING

STATION

CONTROLS & OPERATING MECHANISMS

FORWARD REACH

" M A X

IF

I N

S T A

L L E

D

W /O

C A

B

IN

E T

O R

S

IN

K

B E

L O

W

" M A X

IF

I N

S T A

L L E

D

W

C A

B

IN

E T

O R

S

IN

K

B E

L O

W

*PROVIDE PIPE

INSULATION AT ALL

EXPOSED PIPES.

MIRROR

TOE

CLEARANCE

0'-8" MIN.

0'-6" MAX

FIXTURE DEPTH

1'-5" MIN.

CHILDRENS LAVATORY SIDE VIEW DASHED LINE

INDICATED DIMENSIONAL CLEARANCE OF UNDER

FIXTURE ENCLOSURE, IF REQUIRED.

'-6

M

IN

0'-5" MAX

1'-3" MIN.

PLAN VIEW

0'-8" MIN. 0'-6" MAX 1

'-1

M

IN

. 2

'-7 M

IN

TO

S

P O

U T

- 4

17"-19"

NON ADA ELEVATION HEIGHTS

EQUIPMENT PERMITTED

IN SHADED AREA

0'-8" MIN. 0'-6" MAX 0

'-9

M

IN

. 2

'-3 M

IN

TO

S

P O

U T

'-0

M

A X

17"-19"

ADA ELEVATION HEIGHTS

EQUIPMENT PERMITTED

IN SHADED AREA

DRINKING FOUNTAIN CLEARANCES

0'-8" MIN.

0'-6" MAX 0

'-9 M

IN

. 2 '-0

M

IN

TO

S

P O

U T

'-6

M

A X

17"-19"

EQUIPMENT

PERMITTED IN SHADED

AREA

CHILDRENS ELEVATION HEIGHTS

17"-19"

FOR SINGLE

32" CLEAR

M

IN

M

IN

24" MAX

18" MIN.

5" MAX

RECESSED FOUNTAINS

1. RECESSED FOUNTAINS:

WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE DRINKING

FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE FOUNTAIN IS PERMITTED.

A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND

SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS AND

COORDINATING WITH THE ARCHITECT.

2. PROJECTED FOUNTAINS:

WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE

PROVIDED BY EITHER OF THE FOLLOWING MEANS:

A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF

CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT

FINISHED FLOOR MATERIAL, SO THAT IT CAN BE SENSED BY A CANE, WITH THE TEXTURE

EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING

FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR INSTALL

WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO B. PROJECT OUT FROM THE MAIN

WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" OF THE PATH OF

TRAVEL FLOOR FINISH. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS.

NOTE:

ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY. A SECOND

DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT SUITABLE TO PERSONS WITH

LIMITED PHYSICAL BENDING ABILITY, ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING

MINIMUM CLEARANCES NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING

COLOR TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR

LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE

ADJACENT FLOOR SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL

REQUIREMENTS.

" M A X

5" M

IN.

DRINKING FOUNTAIN CLEARANCES

48" MIN.

(A) (B)

48" MIN.

60" MIN.

(C)

DOORS IN SERIES

'-0

M

IN

18" MIN.

(A)

PULL SIDE

(B)

PUSH SIDE

'-8

'-0

M

IN

12" MIN.

'-8

'-0

M

IN

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

MANEUVERING CLEARANCES

'-6

M

IN

'-0

M

IN

'-6

M

IN

1'-10" MIN. 1

'-6

M

IN

2'-0" MIN.

(A)

SIDE APPROACH

(B)

FRONT APPROACH

(C)

POCKET APPROACH

(D)

STOP OR LATCH APPROACH

32" MIN.

2'-8" MIN.

2'-8" MIN.

'-0

M

IN

'-8

M

IN

2'-0" MAX

4'-0" MIN.

2'-0" MAX

'-8

M

IN

'-0

M

IN

(E)

HINGED DOOR

(F)

SLIDING DOOR

(G)

FOLDING DOOR

(H)

CLEAR WIDTH OF AN ACCESSIBLE

ROUTE

MANEUVERING CLEARANCES AT SLIDING, FOLDING DOORS,

DOORWAYS AND CLEAR WIDTH AT DOORWAYS

'-6

M

IN

1'-0" MIN.*

1'-10" MIN.

*IF BOTH CLOSER AND LATCH ARE

PROVIDED.

**48" MIN. (1220) IF BOTH CLOSER AND

LATCH PROVIDED.

(A)

HINGE APPROACH, PUSH

SIDE

(B)

LATCH APPROACH,

PULL SIDE

(C)

LATCH APPROACH, PUSH

SIDE

(E)

HINGE APPROACH,

PULL SIDE

(D)

HINGE APPROACH,

PULL SIDE

*48" MIN. (1220) IF CLOSER IS

PROVIDED

*54" MIN. (1370) IF CLOSER

IS PROVIDED

'-0

M

IN

2'-0" MIN.

2'-0" MIN. 1

'-6

M

IN

3'-0" MIN. 1

'-0

M

IN

3'-6" MIN.

'-6

M

IN

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

(F)

FRONT APPROACH,

PULL SIDE

(G)

FRONT APPROACH,

PUSH SIDE

(H)

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

M

IN

12 MIN

M

IN

M

IN

18 MIN

13 1/2" MIN

'-5 M

A X

(A)

WALL HUNG TYPE

13 1/2" MIN

'-5 M

A X

(B)

STALL TYPE

URINAL FRONT

VIEW

HEIGHT AND DEPTH OF URINALS

'-6

M

IN

4'-0" MIN.

CLEAR

FLOOR

SPACE

URINAL

PLAN VIEW

'-3 M

IN

'-0

M

A X

UNOBSTRUCTED REACH

(A)

FORWARD REACH

(B)

SIDE REACH

0'-10" MAX

'-3 M

IN

'-0

M

A X

20" MAX

'-0

M

A X

'-8

M

A X

510-635

20"-25" MAX

(A)

FORWARD REACH

(B)

FORWARD REACH

'-1

M

A X

0'-10" MAX

'-0

M

A X

255-610

>10"-24" MAX

(C)

SIDE REACH

(D)

SIDE REACH

TOE & KNEE CLEARANCE

OBSTRUCTED HIGH REACH

0'-8" MIN.

M

IN

0'-11" MIN. 635

25" MAX

'-6

M

IN

(A)

ELEVATION

(B)

PLAN

'-8

0'-4" MAX

LIMITS OF PROTRUDING OBJECTS

CHILDRENS REACH RANGES

FORWARD OR

SIDE REACH

AGES 3 & 4 AGES 5 - 8 AGES 9 - 12

HIGH (MAXIMUM)

LOW (MINIMUM)

36" (915MM)

20" (510MM)

40" (1015MM)

18" (455MM)

44" (1120MM)

16" (405MM)

" M A X

5'-0" MIN.

'-0

M

IN

1'-0" MIN. 915

3'-0" MIN.

1'-0" MIN.

'-0

M

IN

'-0

M

IN

A R

M

A R

M

BASE

T -S

H A

P E

D T

U R

N

IN

G S

P A

C E

5'-0" MIN.

MANEUVERING CLEARANCE IN AN

ALCOVE, PARALLEL APPROACH

CLEAR FLOOR OR GROUND SPACE

'-6

M

IN

4'-0" MIN.

'-0

M

IN

3'-6" MIN.

3'-6" MIN.

<48"

(A)

180 DEGREE TURN

'-0

M

IN

3'-0" MIN.

3'-0" MIN.

<48

(B)

180 DEGREE TURN

(EXCEPTION)

C L E

A R

W

ID

T H

A T T

U R

N

" M A X

VERTICAL CLEARANCE

30" MIN

M

IN

48" MIN

M

IN

36" MIN

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD (A) PARALLEL

MANEUVERING CLEARANCE IN

AN ALCOVE,

FORWARD APPROACH

A L L I

D E

A S

D

E S

IG

N

S A

R R

A N

G E

M E

N T S

A N

D P

L A

N S

I N

D

IC

A T E

D O

R R

E P

R E

S E

N T E

D B

Y T

H

IS

D R

A W

IN

G

A R

E O

W N

E D

B Y

A N

D T

H E

P R

O P

E R

T Y

O F

A

JC

A R

C H

IT

E

C T S

P C

A N

D W

E R

E C

R E

A T E

D E

V O

L V

E D

A

N D

D E

V E

L O

P E

D F

O R

U S

E O

N A

N D

I N

C O

N N

E C

T

IO

N W

IT

H

T H

E S

P E

C

IF

IE

D

P R

O

JE

C T

N O

N E

O F

T H

E I D

E A

S

D E

S

IG

N S

A

R R

A N

G E

M E

N T S

O R

P L A

N S

S H

A L L B

E U

S E

D B

Y O

R D

IS

C

L O

S E

D T

O A

N Y

P E

R S

O N

F

IR

M

O

R C

O R

P O

R A

T

IO

N F

O R

A N

Y P

U R

P O

S E

W H

A T S

O E

V E

R W

IT

H

O U

T W

R

IT

T E

N C

O N

S E

N T O

F A

JC

A

R C

H

IT

E C

T S

P C

W

R

IT

T E

N D

IM

E

N S

IO

N

S O

N T

H E

S E

D R

A W

IN

G

S S

H A

V E

P R

E C

E D

E N

C E

O V

E R

S C

A L E

D

IM

E N

S

IO

N S

C

O N

T R

A C

T O

R S

S H

A L L V

E R

IF

Y

A N

D B

E R

E S

P O

N S

IB

L E

F O

R A

L L D

IM

E

N S

IO

N

S A

N D

C O

N D

IT

IO

N S

O N

T H

E J

O B

A N

D T

H

IS

O F

F

IC

E M

U S

T B

E N

O T

IF

IE

D

O F

A N

Y V

A R

IA

T

IO

N F

R O

M T

H E

D

IM

E N

S

IO

N S

A N

D C

O N

D

IT

IO

N

S S

H O

W N

B Y

T H

E

A W

IN

G

S W

A R

N

IN

G R

E P

R O

D U

C T

IO

N H

E R

E O

F I S

A C

R

IM

IN

A

L O

F F

E N

S E

U N

D E

R

U

.S .C

S

E C

U

N A

U T H

O R

IZ

E

D D

IS

C

L O

S U

R E

M A

Y C

O N

S T

IT

U T E

T R

A D

E S

E C

R E

T M

IS

A

P P

R O

P R

IA

T

IO

N I N

V

IO

L A

T

IO

N O

F I .C

.2

-2 -3

-1

E T

S E

Q

A N

D O

T H

E R

L A

W S

SHEET NUMBER:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

AHJ

A u to d e sk

D o cs

/2

-2

D

FC

M

-G O

E D

R e lo ca ti o n

T I/

G O

E D

R e lo ca ti o n

T I.r vt

/9 /2

:5

:5

P M

7/8/2026

PERMIT SET

ajc

K. RIGBY

G010

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

ADA REQUIREMENTS

1/4" = 1'-0" ,A4

TOILET CLEARANCE REQUIREMENTS §604.2

1/4" = 1'-0" ,A1

LAVATORY ACCESSORY CLEARANCES

1/4" = 1'-0" ,A5

WATER COOLER REQUIREMENTS §602

GENERAL NOTES:

• REFER TO DOOR HARDWARE SPECIFICATIONS FOR DOOR HARDWARE ADA REQUIREMENTS

AND STANDARDS.

• REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES ADA MOUNTING HEIGHT

REQUIREMENTS.

• REFER TO SITE PLAN FOR ACCESSIBLE ROUTE REQUIREMENTS AND DETAIL REFERENCES.

(NOT APPLICABLE TO ALL PROJECTS.)

• UNLESS NOTED AS "MIN." OR "MAX" DIMENSIONS SHOWN ARE ABSOLUTE. DIMENSIONS

SHOWN HERE SHALL GOVERN THE INSTALLATION OF ALL ACCESSIBLE FIXTURES AND

ACCESSORIES, UNLESS MORE SPECIFIC DIMENSIONS ARE SHOWN ELSEWHERE IN THE

CONTRACT DOCUMENTS THAT ARE WITHIN THE PERMISSIBLE LIMITS SHOWN HERE.

• MOUNTING HEIGHTS OF RESTROOM FIXTURES AND ACCESSORIES. PROVIDE BACKING AT ALL

WALL MOUNTED FIXTURES AND EQUIPMENT.

1/4" = 1'-0" ,B1

DOOR AND DOORWAY CLEARANCE REQUIREMENTS §404

1/4" = 1'-0" , DWG REF: G0122

REACH REQUIREMENTS §306-308

1/4" = 1'-0" ,3

CLEAR FLOOR SPACE & HEIGHT REQUIREMENTS §305

1/4" = 1'-0" ,1

URINAL CLEARANCE REQUIREMENTS

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

INTERNATIONAL TDD

SYMBOL

INTERNATIONAL SYMBOL FOR ACCESS

FOR HEARING IMPAIRED

PROPORTIONS

1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE

SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC.

1117B.5.6.1)

2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC.

1117B5.6.2)

3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE

EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE

BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. (SEC.

1117B.5.6.3)

4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF

BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND

1:10. (SEC. 1117B.5.3)

5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER

LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT

BACKGROUND. (SEC. 1117B.5.5)

6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING

DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED

USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS

SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION

1121B, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". (SEC. 1117B.5.4)

7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE

SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL

BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL

BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC. 1117B.5.2)

LETTERS AND NUMBERS:

SIGN LOCATIONS:

1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH

DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE

ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL

SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN

WAYS. (SEC. 1117B.5.7 & 1127B.3)

2. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED

LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN

CONFORMANCE WITH SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ON THE WALL

ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE

ON THE LATCH SIDE, INCLUDING AT LEAF DOORS, SIGNS SHALL BE PLACE ON THE

NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE

60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING

LOCATION SHALL BE DETERMINED SO THAT THE PERSON MAY APPROACH WITHIN 3"

OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING

WITHIN THE SWING OF A DOOR. (SEC. 1117B.5.9)

3. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE

REQUIRED.

4. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC

USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING

DIRECTORY.

1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.

2. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL

STANDARD # 595A.

3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS

AND COLORS MAY BE APPROVED.

INTERNATIONAL SYMBOL OF

ACCESSIBILITY:

1. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH

CELL.

2. 0.2 INCH SPACE BETWEEN CELLS.

3. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.

4. SEE 4/T-4 FOR MORE INFO.

BRAILLE:

VOLUME

CONTROL

M

IN

18" MIN

CENTERED ON

TACTILE CHARACTERS

M

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MEN

NOT IN PICTOGRAM

FIELD

AREA OF

REFUGE

/8

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/8

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AREA OF

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" M A X

DOOR SIGNAGE

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SHEET NUMBER:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

AHJ

A u to d e sk

D o cs

/2

-2

D

FC

M

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R e lo ca ti o n

T I/

G O

E D

R e lo ca ti o n

T I.r vt

/9 /2

:5

:5

P M

7/8/2026

PERMIT SET

ajc

K. RIGBY

G011

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

ADA REQUIREMENTS

1 1/2" = 1'-0" ,B3

SIGNS - PICTOGRAMS

GENERAL NOTES:

• REFER TO DOOR HARDWARE SPECIFICATIONS FOR DOOR HARDWARE ADA REQUIREMENTS

AND STANDARDS.

• REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES ADA MOUNTING HEIGHT

REQUIREMENTS.

• REFER TO SITE PLAN FOR ACCESSIBLE ROUTE REQUIREMENTS AND DETAIL REFERENCES.

(NOT APPLICABLE TO ALL PROJECTS.)

• UNLESS NOTED AS "MIN." OR "MAX" DIMENSIONS SHOWN ARE ABSOLUTE. DIMENSIONS

SHOWN HERE SHALL GOVERN THE INSTALLATION OF ALL ACCESSIBLE FIXTURES AND

ACCESSORIES, UNLESS MORE SPECIFIC DIMENSIONS ARE SHOWN ELSEWHERE IN THE

CONTRACT DOCUMENTS THAT ARE WITHIN THE PERMISSIBLE LIMITS SHOWN HERE.

• MOUNTING HEIGHTS OF RESTROOM FIXTURES AND ACCESSORIES. PROVIDE BACKING AT ALL

WALL MOUNTED FIXTURES AND EQUIPMENT.

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

UP

SEE SHEET G001 FOR DRAWING INDEX.

SEE SHEET AG000 FOR GENERAL NOTES AND ABBREVIATIONS.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE

BEGINNING WORK, AND SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR

OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

F

G

E

D

I

C

B

A

1 2 3 4 5

CAPITOL REEF

CONFERENCE ROOM

MEN'S RESTROOM

WOMEN'S RESTROOM

FRONT DESK

'-0

'-0

'-1

'-1

'-0

'-6

'-6

'-0

3'-9 3/4"

02020201

33'-8" 4'-6" 39'-10" 4'-6"

2'-7 7/8"

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-1

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Q

A N

D O

T H

E R

L A

W S

SHEET NUMBER:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

PROJECT#:

PROJECT DESCRIPTION

SHEET NAME:

REVISIONS

ARCHITECT / CONSULTANT

703 east 1700 south salt lake city, ut 84105 ajcarchitects.com

AHJ

A u to d e sk

D o cs

/2

-2

D

FC

M

-G O

E D

R e lo ca ti o n

T I/

G O

E D

R e lo ca ti o n

T I.r vt

/9 /2

:5

:5

P M

7/8/2026

PERMIT SET

ajc

K. RIGBY

AD001

2026-24

60 E SOUTH TEMPLE

SALT LAKE CITY, UT 84150

WORLD TRADE CENTER -

GOED TI

LEVEL 3 - DEMOLITION

FLOOR PLAN

THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT

REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS

WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF

INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH

CONSTRUCTION.

ALL ITEMS SHOWN THIS PAGE ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE

GRAPHICALLY OR BY KEYED NOTE. EXTENTS OF THIS SELECTIVE DEMOLITION PACKAGE ARE THE

BUILDING'S ENVELOPE AND ANY SMALL PENETRATIONS TO BE SEALED TO MAINTAIN AN

AIRTIGHT ENVELOPE. CONTRACTOR TO PROVIDE ANY TEMPORARY CONSTRUCTION TO MAINTAIN

ENVELOPE INTEGRITY.

STANDARD GRAPHIC REPRESENTATIONS OF WALLS, DOORS, PLUMBING FIXTURES & TOILET

ACCESSORIES INDEPENDENTLY REFERENCE DEMO OR EXISTING TO REMAIN CONDITIONS WITH

OR WITHOUT AN ATTACHED KEYED NOTE. PROVIDE DEMO OF ALL ITEMS SHOWN DASHED. (SEE

PRECEDING NOTE).

DISPOSE OF ALL MATERIALS MARKED AS "REMOVE" OR "DEMO" RECYCLE REMOVED MATERIALS

WHENEVER PRACTICAL.” CONDITIONS MARKED "SALVAGED" ARE REUSED DURING NEW

CONSTRUCTION AND SHOULD BE PROTECT UNTIL REINSTALLATION. COORDINATE WITH

ARCHITECT ANY DISCREPENCIES.

REMOVE ALL INTERIOR DOOR/WINDOW FRAME AND GLAZING WHERE SHOWN.

EXISTING ROOF DRAIN LINE DROPS TO REMAIN U.N.O. PROTECT. SEE PLUMBING.

REMOVE EXISTING ELECTRICAL AND LIGHTING WHERE SHOWN. SEAL PENETRATIONS THROUGH

BUILDING ENVELOPE WHERE OCCURS.

REMOVE EXISTING CARPET AND BASE WHERE SHOWN. RECYCLE TO EXTENT POSSIBLE.

REMOVE EXISTING TILE, BASE AND SETTING BEDS, WHERE SHOWN. RECYCLE TO EXTENT

POSSIBLE.

REFLECTED CEILING PLANS ARE NOT INTENDED TO BE A LIGHTING DEMOLITION PLAN. NO WALL

MOUNTED LIGHTING FIXTURES OR OTHER WALL MOUNTED APPURTENANCES ARE SHOWN.

MAINTAIN EXISTING FLOOR/CEILING/ROOF/CEILING AND SHAFT FIRE RATINGS AND

ASSEMBLIES. REPAIR AND SEAL ALL PUNCTURES AND GAPS.

EXISTING METAL STUD & GYP BOARD WALL SHOWN DASHED TO BE REMOVED/RECYCLED IN ITS

ENTIRETY.

EXISTING DOOR & FRAME SHOWN DASHED TO BE REMOVED/RECYCLED IN ITS ENTIRETY.

REMOVE AND RECYCLE/SALVAGE ALL EXISTING FURNITURE, FIXTURES, AND EQUIPMENT,

SHOWN DASHED.

REMOVE: UNLESS ITEMS ARE OTHERWISE INDICATED TO BE REINSTALLED OR SLAVAGED,

REMOVE AND DISPOSE BY RECYCLING TO GREATEST EXTENT POSSIBLE OR IS PRACTICAL

REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE ND OTHERWISE

PERPARE FOR SERVICE; REINSTALL IN THE SAME LOCATION (OR IN THE LOCATION

INDICATED).

REMOVE AND INSTALL NEW: REMOVE AND DISPOSE OF ITEMS INDCATED AND INSTALL

NEW ITEMS IN THE SAME LOCATION (OR IN THE LOCATION INDICATED).

REMOVE AND SALVAGE: ITEMS INDICATED TO BE SALVAGED WILL REMAIN THE OWNER'S

PROPERTY. CAREFULLY REMOVE AND CLEAN ITEMS INDICATED TO BE SALVAGED; PACK

OR CRATE TO PROTECT AGAINST DAMAGE; IDENTIFY CONTENTS OF CONTAINERS; DELIVER

TO THE LOCATION INDICATED.

REMOVE AND RECYCLE: REMOVE AND RECYCLE TO THE GRATEST EXTENT PRACTICAL OF

ITEMS INDICATED. ALL DEMOLISHED OR REMOVED ITEMS AND MATERIALS SHALL BE

CONSIDERED SCRAP, EXCEPT FOR THOSE INDICATED TO REMAIN, THOSE INDICATED TO BE

REINSTALLED, AND THOSE INDICATED TO BE SALVAGED.

EXISTING TO REMAIN: CONSTRUCTION OR ITEMS INDICATED TO REMAIN SHALL BE

PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. WHERE PRACTICABLE,

AND WITH THE ARCHITECT'S PERMISSION, THE CONTRACTOR MAY ELECT TO REMOVE

ITEMS TO A SUITABLE STORAGE LOCATION DURING DEMOLITION AND THEN PROPERLY

CLEAN AND REINSTALL THE ITEMS.

KEYED NOTES:

0201 REMOVE ALL EXISTING WALLS/MILLWORK/PARTITION ETC. AS INDICATED ON DEMO

PLAN. REMOVE ALL CIRCUITS, DEVICES, THERMOSTATS, SWITCHES ON DEMOLITION

WALL AS REQUIRED.

0202 REMOVE ALL EXISTING CARPET TILES AND STORE TILES THAT ARE IN GOOD

CONDITION FOR FUTURE RE-USE. GC TO VERIFY CONDITION OF FLOOR SLAB AND

LEVEL PER NEW FINISH PLAN RECOMMENDATIONS. DEMO IF REQUIRED AND

PREPARE THE FLOOR SLAB TO RECIEVE NEW FINISHES.

0203 STRUCTURAL MEMBERS/COLUMNS ENCLOSURES TO REMAIN. PREP COLUMNS

ENCLOSURES TO RECIEVE NEW FINISH.

0204 REMOVE DOORS, FRAMES AND HARDWARE.

0205 EXISTING WATER FOUNTAIN TO REMAIN. PROTECT DURING ALL PHASES OF

CONSTRUCTION.

0209 REMOVE DOORS, HM FRAMES AND HARDWARE. SALVAGE TWO FRAMES FOR NEW

CONSTRUCTIOIN RE-USE (SEE NEW CONSTRUCTION FLOOR PLAN FOR LOCATION AND

SIZE). RECYCLE THE REST.

0210 REMOVE EXISTING DOORS, FRAMES, AND HARDWARE. PREPARE OPENINGS TO

RECEIVE INFILL WITH MATCHING WALL ASSEMBLY.

DEMOLITION DEFINITIONS

DEMOLITION NOTES

GENERAL NOTES:

1/8" = 1'-0" ,1

LEVEL 3 - DEMOLITION PLAN

ELECTRICAL PANEL

NTS2

HM FRAME-DOUBLE SIDELIGHT

NTS3

HM FRAME-SINGLE SIDELIGHT

GENERAL CONTRACTOR TO SALVAGE (1) OF THESE HM GLAZING

SYSTEMS FOR NEW OFFICES

FO

R R

E

FE

R E N C E O

N

LY

P R E V

IO

U S L Y I S S U E D

B

ID

C O N S T R U C T E D

MARK DATE DESCRIPTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

SEE SHEET G001 FOR DRAWING INDEX.

SEE SHEET AG000 FOR GENERAL NOTES AND ABBREVIATIONS.

DO NOT…

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