2-3-DA27005-27308050 Approved Plans.pdf
PDF 13 MB Posted
- 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
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
G000
2026-24
60 E SOUTH TEMPLE
SALT LAKE CITY, UT 84150
WORLD TRADE CENTER -
GOED TI
COVER SHEET
WORLD TRADE CENTER - GOED TI
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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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
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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
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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
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-1
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S E
Q
A N
D O
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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
: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
D P
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P R
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A
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C H
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C T S
P C
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A
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F I .C
.2
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-1
E T
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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
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
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C T S
P C
A N
D W
E R
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R E
A T E
D E
V O
L V
E D
A
N D
D E
V E
L O
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D F
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U S
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N A
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C O
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-1
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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
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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
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
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18" MIN
CENTERED ON
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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
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R e lo ca ti o n
T I.r vt
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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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.2
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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
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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