3-FAC25022-Art Barn IAImprvmts PLANS.pdf
PDF 13 MB Posted
- Solicitation number
- FAC25022
- Issued by
- Utah
About this file
Art Barn Infrastructure and Accessibility Improvements
This construction document set comprises architectural, mechanical, and electrical plans prepared for Salt Lake City Corporation's Art Barn Infrastructure and Accessibility Improvements project located at 54 Finch Lane, Salt Lake City, Utah 84102. The project scope includes general improvements to the art exhibit gallery space with renovations to the main entry, removal of the existing ADA ramp, relocation of the ADA entrance to the north door, remodeling of a storage closet, installation of new gallery hardwood flooring, painting, new ceiling tile, new exhibit lighting, remodeling of administrative offices, new carpet installation, and modifications to electrical and mechanical systems. The work encompasses demolition of existing interior partition walls, removal of existing wood ramps and stairs, installation of new concrete ramps with ADA-compliant handrails, new door installations, new stair construction, and reconfiguration of HVAC ductwork and grilles. The project is designed by EDA Architects with Sean A. Fyfe, AIA serving as City Architect, and Resolut Group providing mechanical and electrical engineering services. The permit set of drawings was dated September 10, 2026, with final revisions completed as of September 15, 2026.
The contract documents establish comprehensive requirements for all general contractors, subcontractors, and sub-subcontractors, mandating licensure to work in the State of Utah and full compliance with federal, state, and local codes including the International Building Code, International Mechanical Code, and National Electrical Code. All mounting heights for signage, fixtures, cabinetry, handrails, and toilet accessories must meet ADA standards. The contractor is responsible for verifying all existing conditions prior to installation, protecting adjacent surfaces during demolition, coordinating work with all trades including mechanical, electrical, and structural components, and ensuring fire-rated wall and ceiling penetrations are sealed appropriately. Material specifications require copper conductors with THHN/THWN-2 insulation, minimum 3/4-inch conduit size, separate equipment grounding conductors, and proper sealing of all penetrations of fire-rated assemblies. The project requires complete coordination between architectural, mechanical, and electrical systems to avoid conflicts, with the contractor bearing responsibility for final design and layout details not explicitly shown on the diagrammatic drawings.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-FAC25022 Notice to Bidders Art Barn Accessibility.pdf | ||
| 2-FAC25022-Art Barn IAImprvmts PROJECT MANUAL.pdf |
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Text version
VICINITY MAP
SALT LAKE CITY CORPORATION
SITE ORIENTATION MAP
(SEE SHEET INDEX ON G001)
DATESEAN A. FYFE, AIA
CITY ARCHITECT
OWNER
DEPARTMENT OF
ACM DIVISION
CITY ARCHITECT - SEAN A. FYFE, AIA
CITY COUNCIL
DIST. 5
DIST. 7
DIST. 6
DIST. 4
DIST. 3
DIST. 2
DIST. 1
MAYOR
ERIKA CARLSEN
SARAH YOUNG
DAN DUGAN
CHRIS WHARTON
ALEJANDRO PUY
VICTORIA PETRO
ERIN MENDENHALL
CITY OFFICIALS
ARCHITECT
ENGINEERS
DATE DATE DATE DATE DATE DATE DATE
FACILITIES DIVISION DIRECTOR
RILEY BYRD
CONSTRUCTION DOCUMENTS
OLD SALT LAKE CITY MAIN LIBRARYOLD SALT LAKE CITY MAIN LIBRARY
RESOLUT
181 E 5600 S, Ste #200
801.530.3148 www.resolutgroup.com
Salt Lake City, UT 84107
ACM DIVISION
ARCHITECTURE & CONSTRUCTION
MANAGEMENT (ACM) DIVISION
ARCHITECTURE AND CONSTRUCTION
MANAGEMENT DIVISION (ACM)
349 SOUTH 200 EAST, SUITE 100
SALT LAKE CITY, UTAH 84111
OFFICE - 801.535.7116
ACM DIVISION
CITY ARCHITECT - SEAN A. FYFE, AIA
349 SOUTH 200 EAST, SUITE 100
SALT LAKE CITY, UTAH 84111
OFFICE - 801.535.7116
DIRECTOR OF PUBLIC SERVICES - JORGE CHAMORRO
SALT LAKE CITY CORPORATION
NATHAN JOHNSEN
ART BARN INFRASTRUCTURE AND ACCESSIBILITY
IMPROVEMENTS
54 Finch Lane, Salt Lake City, Utah 84102
JOB NO. FAC25002
09.14.26
A R
T B
A R
N
IN
F R
A S
T R
U C
T U
R E
A N
D A
C C
E S
S
IB
IL
IT
Y
IM
P
R O
V E
M E
N T
S
F in ch L an e, S al t L ak e C ity , U ta h
JO
B N
O
F A
C
SALT LAKE CITY ARTS COUNCIL-
FINCH LANE ART GALLERY
SALT LAKE CITY ARTS COUNCIL-
FINCH LANE ART GALLERY
smarjaei 10/5/2026 Review of this material is for assistance in interpreting the design concept. This action does not change the contract requirements.
Total performance, dimension, arrangement accessibility, additional necessary items, etc. are the responsibility of the contractor. Contractor must coordinate the work with all trades, select fabricating methods, and perform the work in a safe and satisfactory manner.
No Exceptions Taken Make Corrections Noted
Reviewed Rejected
DateBy
Revise & Resubmit
ENGINEERS
9 EXCHANGE PLACE, SUITE 1100,
SALT LAKE CITY, UTAH 84111
801-531-7600
WWW.EDAARCH.COM
DEPARTMENT OF PUBLIC SERVICES
CONSTRUCTION PROGRAM / PROJECTS
MANAGER
JENNIFER NAPIER-PEARCE
VISUAL ARTS PROGRAM COORDINATOR EDA ARCHITECTS
TODD OBERNDORFER JAKE HILL
AFF
ACT
ADDL
ADJ
ADMIN
ALT
ALUM
ANOD
APPROX
ARCH
AV
BLW
BD
BO
BLDG
BLT
CAB
CSWK
CIP
CLG
CTR
CL
CIR
CLR
COL
CONC
CMU
CONF
CONSTR
CD
CJ
COORD
CONT
CORR
CNTR
CSK
CUST
DBE
DEG
DEMO
DET
DIAG
DIA
DIM
DIR
DIST
DR
DBL
DWG
DF
EA
E
ELEC
EWC
ELEV
EMER
ENCL
EQ
EQUIP
EST
ETC
EXIST
EXP
EJ
EXT
EIFS
FT
FIN FLR
FEC
FIXT
FD
FURN
GA
GALV
GC
GL
GYP BD
HCP
HNDRL
HDW
HDWD
HDR
HVAC
HT
HM
HB
ABBREVIATIONS
AND
ABOVE FINISH FLOOR
ACOUSTIC CEILING TILE
ADDITIONAL
ADJACENT/ADJUSTABLE
ADMINISTRATION
ALTERNATE
ALUMINUM
ANODIZED
APPROXIMATELY
ARCHITECTURAL
AUDIO/VISUAL
BELOW
BOARD
BOTTOM OF
BUILDING
BUILT
CABINET
CASEWORK
CAST IN PLACE
CEILING
CENTER
CENTER LINE
CIRCLE
CLEAR
COLUMN
CONCRETE
CONCRETE MASONRY UNIT
CONFERENCE
CONSTRUCTION
CONSTRUCTION DOCUMENTS
CONTROL JOINT
COORDINATE
CONTINUE/ CONTINUOUS
CORRIDOR
COUNTER
COUNTERSUNK
CUSTODIAN
DECK BEARING ELEVATION
DEGREE
DEMOLITION/ DEMOLISH
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DIRECTION
DISTANCE
DOOR
DOUBLE
DRAWING
DRINKING FOUNTAIN
EACH
EAST
ELECTRICAL
ELECTRICAL WATER COOLER
ELEVATION
EMERGENCY
ENCLOSURE
EQUAL
EQUIPMENT
ESTIMATE
ET CETERA
EXISTING
EXPANSION
EXPANSION JOINT
EXTERIOR
EXTERIOR INSULATION
& FINISH SYSTEM
FOOT
FINISH FLOOR
FIRE EXTINGUISHER CABINET
FIXTURE
FLOOR DRAIN
FURNITURE/ FURNISHINGS
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS
GYPSUM BOARD
HANDICAP
HANDRAIL
HARDWARE
HARDWOOD
HEADER
HEATING, VENTILATION,
& AIR CONDITIONING
HEIGHT
HOLLOW METAL
HOSE BIBB
ID
INFO
INSUL
INT
JAN
J-BOX
LAM
LAV
MAINT
MFR
MATL
MAX
MECH
MTL
MIN
OC
ORIG
OD
OPP
PT
PBD
PLYWD
PAF
PREF
PRELIM
PREV
PROJ
QTY
R
RLG
RM
RCP
REINF
RFI
RFP
REQ'D
REV
RD
RO
SCHED
SECT
SHT
SIM
SC
SCWD
S
SMFEC
SPEC
SQ
SF
STD
SS
STL
STOR
SD
STRUCT
SUSP CLG
TBD
TMPD
TEMP
THRES
THRU
T&G
TO
TOB
TOC
TOF
TOS
TOW
TS
TYP
UNO
UTIL
VIF
VERT
VEST
VCT
WC
WT
W W/ W/O
WD
INSIDE DIAMETER
INFORMATION
INSULATION
INTERIOR
JANITOR
JUNCTION BOX
LAMINATE
LAVATORY
MAINTENANCE
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
METAL
MINIMUM
ON CENTER
ORIGINAL
OUTSIDE DIAMETER
OPPOSITE
PAINT
PARTICLE BOARD
PLYWOOD
POWDER ACTUATED FASTENER
PREFERENCE
PRELIMINARY
PREVIOUS
PROJECT
QUANTITY
RADIUS
RAILING
ROOM
REFLECTED CEILING PLAN
REINFORCED
REQUEST FOR INFORMATION
REQUEST FOR PROPOSAL
REQUIRED
REVISION
ROOF DRAIN
ROUGH OPENING
SCHEDULE
SECTION
SHEET
SIMILAR
SOLID CORE
SOLID CORE WOOD DOOR
SOUTH
SUFACE MOUNTED FIRE
EXTINGUISHER CABINET
SPECIFICATIONS
SQUARE
SQUARE FEET
STANDARD
STAINLESS STEEL
STEEL
STORAGE
STORM DRAIN
STRUCTURAL
SUSPENDED CEILING
TO BE DETERMINED
TEMPERED
TEMPORARY
THRESHOLD
THROUGH
TONGUE & GROOVE
TOP OF
TOP OF BEAM
TOP OF CONCRETE
TOP OF FLOOR/ FOOTING
TOP OF SLAB
TOP OF WALL
TUBE STEEL
TYPICAL
UNLESS NOTED OTHERWISE
UTILITY
VERIFY IN FIELD
VERTICAL
VESTIBULE
VINYL COMPOSITE TILE
WATER CLOSET
WEIGHT
WEST
WITH
WITHOUT
WOOD
VICINITY MAP
PROJECT NORTH
SYMBOLS
FINISH WOOD
MASONRY WALL
WOOD STUD WALL
METAL STUD WALL
ACOUSTIC TILE
GYPSUM BOARD
CERAMIC TILE & GROUT BED
BRICK/BRICK WALL
WOOD BLOCKING
SEMI-RIGID INSULATION
RIGID INSULATION
BATT INSULATION
WOOD FRAMING
INSULATED GLASS
GLASS
SPRAY FOAM INSULATION
STEEL
CONCRETE
SAND/GROUT FILL
GRAVEL
ASPHALT PAVING
ALUMINUM
EARTH/COMPACTED
ENGINEERED/STRUCTURAL FILL
(AS INDICATED)
ROOM NAME
& NUMBER
GRID
NUMBER DETAIL
FINISH
TYPE
CEILING TYPE
& HEIGHT SIGN TYPE
SPOT ELEV. /
BENCHMARK
GLASS
TYPE
1 AG1 101a
WINDOW
TYPE
A
REVISION
MARK
KEYED NOTE
NEW/DEMOLITION
DOOR
NUMBER
WALL
TYPE
A1
ROOM
NAME
A601
1 DETAIL NUMBER
SHEET ON WHICH
THE DETAIL APPEARS
F1 C1 8'-0" S1
A
B
100'-0"
T.O. SLAB
GL
A401 A201 A301
AA
A310
B
DETAIL NUMBER
SHEET ON WHICH
THE ELEVATION APPEARS
DETAIL NUMBER
SHEET ON WHICH
THE ELEVATION APPEARS
DETAIL NUMBER
SHEET ON WHICH
THE SECTION APPEARS
DETAIL NUMBER
SHEET ON WHICH
THE SECTION APPEARS
INTERION ELEVATION BUILDING ELEVATION BUILDING SECTION WALL SECTION
FINISH LEVEL/
DATUM
EXISTING SPOT
ELEVATION
MATCHLINE &
AREA DESIGNATION
GRID LINE &
NUMBER
PLYWOOD
CONT. WEATHER BARRIER
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS TO ARCHITECT PRIOR TO ANY INSTALLATION AND/OR ASSOCIATED CONSTRUCTION ACTIVITY.
2. CONSTRUCTION DAMAGE TO ANY ADJACENT SURFACES, DUE TO DEMOLITION ACTIVITIES OR NEW CONSTRUCTION, SHALL
BE PATCHED OR REPAIRED TO MATCH ADJACENT SURFACES.
3. ALL GENERAL CONTRACTORS, SUBCONTRACTORS AND SUB-SUBCONTRACTORS SHALL BE LICENSED TO WORK IN THE
STATE OF UTAH.
4. ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITH THE LATEST FEDERAL, STATE, AND LOCAL CODES, LAWS AND ORDINANCES, INCLUDING THEIR MOST RECENT REVISIONS, AMENDMENTS AND INTERPRETATIONS.
5. THE GENERAL CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION, ANY CODE VIOLATIONS OR INCORRECT CONSTRUCTION OR SAFETY PROBLEMS THAT ARE EXISTING CONDITIONS.
6. ALL DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS OR AS CLARIFIED BY THE ARCHITECT. UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE DETERMINED BY SCALING THE DRAWINGS. BRING ANY DIMENSIONAL
DISCREPANCIES TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.
7. ALL MOUNTING HEIGHTS OF SIGNAGE, FIXTURES, CABINETRY, HAND/ GUARDRAILS AND TOILET ACCESSORIES SHALL MEET
ADA STANDARDS.
8. ADJACENT, IN-LINE PARTITIONS OF DIFFERENT TYPES SHALL BE CONSTRUCTED SUCH THAT EXPOSED, FINISHED SURFACES
ARE FLUSH AND CONTINUOUS.
9. FLOOR PLANS INDICATE FLOOR FINISH TRANSITIONS ONLY WHERE TRANSITIONS OCCUR WITHIN ROOMS OR SPACES, UNLESS OTHERWISE NOTED.
10. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED AS PART OF THIS CONTRACT OR BY OTHERS.
11. REFER TO MECHANICAL, ELECTRICAL, AND OTHER CATEGORIES OF DRAWINGS FOR ADDITIONAL NOTES.
12. SEE SYMBOL LEGEND FOR TYPICAL GRAPHIC SYMBOLS.
13. ALL WOOD BLOCKING WITHIN WALLS SHALL BE FIRE-RETARDANT PRESSURE-TREATED LUMBER.
GENERAL NOTES
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
G001
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
NOTES, SHEET
INDEXES,
ABBREVIATIONS &
VICINTY MAP
PROJECT LOCATION
INDEX - ARCHITECTURAL DRAWINGS
SHEET # SHEET NAME
A001 SITE STAGING PLAN
AD101 MAIN FLOOR DEMOLITION PLAN
AD102 MAIN FLOOR REFLECTED CEILING DEMOLITION PLAN
A100 LEVEL 01 FLOOR PLAN
A110 MAIN LEVEL REFLECTED CEILING PLAN
A120 ROOF PLAN
A500 DETAILS
INDEX - ELECTRICAL DRAWINGS
SHEET # SHEET NAME
E001 ELECTRICAL TITLE SHEET
E002 ELECTRICAL SCHEDULES
ED111 MAIN LEVEL - DEMOLITION PLAN
EL111 MAIN LEVEL - LIGHTING PLAN
EP101 BASEMENT POWER FLOOR PLAN
EP111 MAIN LEVEL - POWER FLOOR PLAN
EP600 POWER SCHEDULES
INDEX - GENERAL DRAWINGS
SHEET # SHEET NAME
G000 TITLE SHEET
G001 NOTES, SHEET INDEXES, ABBREVIATIONS & VICINTY MAP
# REVISION DATE
1 PERMIT SET 09.10.2026
INDEX - MECHANICAL DRAWINGS...
SHEET # SHEET NAME
ME001 HVAC TITLE SHEET
MD101 MECHANICAL DEMO PLAN
M101 MECHANICAL PLAN
M501 MECHANICAL DETAILS AND SCHEDULES
W
ALK
4587.89
W
ALK
4587.73
W
ALK
4587.86
W
ALK
4587.97
TBC 4588.22
TBC4588.12
TBC4588.17
TBC4588.11
TBC4588.27
W
ALK
4588.03
D
EC TREE 2417.0W
" DIA
0.00
STEP4591.76
4589.42
4587.58
4586.31
4585.74
4586.46
4585.32
W
ALK
4582.42
W
ALK
4582.41
TBC4583.04
TBC4587.93
W
ALK
4587.41
W
ALK JO
INT
4587.15
TBC4587.56
TBC4587.36
W
ALK
4586.97
W
ALK
4586.79
TBC 4587.23
TBC 4587.03
W
ALK JO
INT
4586.61
W
ALK JO
INT
4586.01
TBC4586.42
TBC4585.64
W
ALK JO
INT
4585.25
W
ALK JO
INT
4584.82
TBC4585.21
TBC4584.45
W
ALK JO
INT
4584.07
W
ALK JO
INT
4583.02
TBC4583.44
4589.90 4588.90
4588.28
4587.95
4586.75
4585.73
4584.11
4583.21
4582.90
4582.47
4581.90
W
ALK JO
INT
4582.03
W
ALK JO
INT
4581.89
4581.97
4583.01
W
ALK JO
INT
4582.03
W
ALK JO
INT
4582.12
W
ALK
4582.21
ENTRY4582.32
ENTRY4582.37
TBC4582.95
W
ALK
4582.32
W
ALK
4582.21
TBC4582.84
TBC4582.77
W
ALK JO
INT
4582.12
W
ALK JO
INT
4582.10
W
ALK JO
INT
4582.02
W
ALK JO
INT
4582.06
W
ALK JO
INT
4583.05
STEP4584.98
STEP 4585.05
W
ALK
4584.47
W
ALK
4583.17
W
ALK
4584.06
D
EC TREE 20" DIA
4585.43
4586.50
4585.49
TBC4584.88
W
ALK
4584.57
TBC4585.33
W
ALK JO
INT
4584.98
W
ALK
4585.26
TBC4585.58
TBC4585.83
W
ALK JO
INT
4585.51
W
ALK JO
INT
4586.02
TBC 4586.35
LIG
HT PO
LE
4585.80
TBC4586.82
TBC4587.00
W
ALK JO
INT
4586.53
W
ALK
4586.65
W
ALK
4586.76
TBC4587.10
TBC4587.20
W
ALK
4586.87
W
ALK
4586.98
TBC4587.33
TBC4587.80
W
ALK
4587.45
TBC4587.52
W
ALK JO
INT
4587.21
TBC4587.94
STEP4587.94
W
ALK
4587.56
W
ALK
4587.56
STEP4587.93
TBC4587.85
TBC4587.94
W
ALK
4587.55
W
ALK
4587.52
STEP4588.07STEP4588.09
W
ALK
4587.52
JO
INT/STO
NE CO
NC
4587.68
JO
INT/STO
NE CO
NC
4587.70
TBC 4588.03
4586.72
4587.26
W
ALK
4587.82
TBC4588.10
TBC4588.21
TBC4588.51
W
ALK
4588.11
JO
INT/STO
NE CO
NC
4587.87
JO
INT/STO
NE CO
NC
4587.83
W
ALK
4588.21
TBC4588.60
STEP4588.80
STEP 4588.85
TBC4588.64
TBC4588.65
W
ALK JO
INT
4588.29
W
ALK JO
INT
4588.19
W
ALK JO
INT
4588.71
W
ALK JO
INT
4588.64
TBC4589.57
W
ALK JO
INT
4589.26
W
ALK JO
INT
4589.13
TBC4589.50
W
ALK
4589.62
TBC4589.94
TBC4590.14
JO
INT/STO
NE CO
NC
4589.87
W
ALK
4589.93
TBC 4590.26
TBC4590.32
W
ALK
4590.02
W
ALK
4590.18
TBC4590.59
TBC4590.24
JO
INT/STO
NE CO
NC
4589.92
W
ALK
4590.02
TBC4590.28
TBC4590.33
JO
INT/STO
NE CO
NC
4590.02
W
ALK
4590.23
TBC4590.55
W
ALK
4590.46
TBC4590.86
TBC4590.99
W
ALK JO
INT
4592.83
W
ALK JO
INT
4590.66
TBC4591.07
W
ALK
4592.82 W
ALK
4592.81
W
ALK
4592.85
TBC4592.94
STEP4591.69
LIG
HT PO
LE
4591.83
W
ALK JO
INT
4581.85
W
ALK
4584.63
TBC 4591.29
W
ALK
4590.97
W
ALK
4590.83
TBC4591.26
TBC4591.37
W
ALK
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W
ALK
4591.10
TBC4591.49
TBC4591.60
W
ALK JO
INT
4591.20
W
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INT
4591.24
TBC4591.56
4590.28
W
ALK
4591.36 JO
INT/STO
NE CO
NC
4591.40
W
ALK
4591.33
TBC4591.80
TBC4591.93
W
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INT
4591.31
W
ALK
4592.25
TBC4592.54
TBC4592.62
TBC4592.95TBC 4593.18
W
ALK
4592.85
TBC 4592.94
TBC 4592.96
TBC4592.80
W
ALK JO
INT
4592.55
TBC4592.57
W
ALK
4592.31
W
ALK
4592.29
TBC4592.56
TBC 4592.61 W
ALK
4592.36
W
ALK JO
INT
4592.32
4592.62
JO
INT/STO
NE CO
NC
4591.48
JO
INT/STO
NE CO
NC
4591.32
TBC4592.01
W
ALK
4591.43
W
ALK JO
INT
4592.65
4593.10
W
ALK JO
INT
4592.76
W
ALK JO
INT
4592.79
TBC4593.29
W
ALK JO
INT
4592.93
W
ALK JO
INT
4593.51
TBC4593.83
W
ALK
4592.75
TBC 4593.16
TBC4593.49
W
ALK
4593.18
W
ALK
4593.53
TBC4593.78
TBC4594.04
W
ALK
4593.83
W
ALK
4593.94
TBC4594.14
TBC4594.35
W
ALK
4594.33
W
ALK
4594.22
TBC4594.30
TBC4594.38
W
ALK
4594.42
W
ALK
4594.43
TBC4594.42
TBC4594.43
TBC4594.42
4593.95
4593.44
TBC4594.50
TBC4594.49
TBC4594.43
W
ALK
4594.42
W
ALK
4594.36
W
ALK
4594.43
W
ALK
4594.44
W
ALK
4594.43
W P1
4594.16
OS
R C
RC3
RC3
J J
J
RC2
RC2
OS OS
O S
F
J
S
S
SOUTH UNIVERSITY STREET
EXISTING ADA PARKING STALL TO
REMAIN, MAINTAIN ACCESS AND
USE DURING CONSTRUCTION.
PARKING
TENNIS COURT
ADA ENTRANCE.
ART BARN
EXISTING EXTERIOR RAMP TO
REMAIN.
SCOPE OF WORK
AREA - CUT
EXISTING RAILING,
GRIND CONCRETE.
SCOPE OF WORK AREA -
EXTERIOR WALK.
CONTRACTOR PARKING
MATERIAL STAGING
REFUGE CONTAINER.
NOT IN THE SCOPE
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
A001
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
SITE STAGING PLAN
1/16" = 1'-0"
SITE STAGING PLAN
PROJECT NORTH
# REVISION DATE
1 PERMIT SET 09.10.2026
UP
GENERAL DEMOLITION NOTES
1. FIELD-VERIFY ALL EXISTING CONDITIONS.
2. PROTECT ADJACENT SURFACES & MATERIALS TO REMAIN DURING DEMOLITION. REPAIR/REPLACE
ALL DAMAGED SURFACES/MATERIALS AS REQUIRED TO MATCH EXISTING.
3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF DEMOLITION
WORK.
4. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED, UNLESS NOTED OTHERWISE.
5. PROTECT ALL EXISTING CONSTRUCTION, FINISHES, STRUCTURE, EQUIPMENT, AND BUILDING
SYSTEMS TO REMAIN.
6. REMOVE EXISTING DOORS, FRAMES, HARDWARE, PARTITIONS, FLOOR FINISHES, BASE, CEILING
FINISHES, AND RELATED ITEMS AS REQUIRED FOR NEW WORK.
7. PATCH, REPAIR, AND PREPARE ALL EXISTING WALL, FLOOR, AND CEILING SURFACES AFFECTED BY
DEMOLITION TO RECEIVE NEW FINISHES.
8. COORDINATE DEMOLITION WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL,
ELECTRICAL, AND PLUMBING DRAWINGS.
9. DO NOT REMOVE STRUCTURAL OR LOAD-BEARING ELEMENTS UNLESS SPECIFICALLY NOTED AND
APPROVED BY STRUCTURAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN SAFE EGRESS AND PROVIDE TEMPORARY PROTECTION, DUST
CONTROL, AND BARRIERS DURING DEMOLITION.
11. REMOVE AND DISPOSE OF DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL CODES AND
REGULATIONS.
12. EXISTING DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE. VERIFY IN FIELD PRIOR TO
CONSTRUCTION.
DEMOLITION PLAN LEGEND
EXISTING ELEMENT TO REMAIN
EXISTING ELEMENT TO BE DEMOLISHED
AREA NOT IN SCOPE
EXISTING WOOD FLOOR TO BE REMOVED
EXISTING CARPET FLOOR TO BE REMOVED
OFFICE
CONFERENCE ROOM
D1D3
D9
D2
D5D5
D5
D6
D6
D7
D8
D10 D10
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11
D11 D11
D11
D11
D11
D11D11
D11
D11
D9
D9
OFFICE
OFFICE
PRINT ROOM
RECEPTION
ART GALLERY
ART GALLERY
ENTRANCE
D12
D9
D9
D13
D14 D14D14
D14
D5
D15
GRIND CURB FLUSH WITH
CONCRETE SLAB
REMOVE THREE POST, CUT TOP RAIL
BACK TO FOURTH POST, GRIND SMOOTH
D16
D17
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
AD101
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MAIN FLOOR
DEMOLITION PLAN
KEYED NOTES
D1 REMOVE EXISTING WOOD FLOOR FINISH AND BASE AS REQUIRED FOR NEW WORK.
D2 REMOVE EXISTING CARPET, AND RELATED FLOOR FINISHES THROUGHOUT AREA OF WORK.
D3 DEMOLISH EXISTING INTERIOR PARTITION WALL BETWEEN CONFERENCE ROOM AND DIRECTOR’S OFFICE TO
CREATE ONE COMBINED SPACE.
D5 REMOVE EXISTING WOOD RAMP, STEEL RAILING, WOOD BASE, CURBING, AND ASSOCIATED INTERIOR
ELEMENTS AS REQUIRED.
D6 REMOVE EXISTING STAIR AS REQUIRED FOR NEW STAIR LAYOUT. PROTECT EXISTING STRUCTURE TO REMAIN.
D7 REMOVE EXISTING SLIDING VINYL-FRAMED GLASS DOOR, FRAME, TRACK, AND ASSOCIATED HARDWARE.
D8 MODIFY EXISTING SUPPLY AIR DUCT AT MAIN ENTRANCE AS REQUIRED FOR NEW STAIR LAYOUT.
COORDINATE WITH MECHANICAL.
D9 DEMOLISH EXISTING INTERIOR PARTITION WALL AS INDICATED.
D10 REMOVE EXISTING TRANSITION STRIPS AS INDICATED.
D11 REMOVE EXISTING WOOD BASE AS INDICATED.
D12 MOVE FIRE ALARM DEVICE AND DEMO J-BOX.
D13 REMOVE EXISTING FLOOR SHEATHING AT CLOSET, PROVIDE CLEATS AS NECESSARY TO SUPPORT NEW
FLOOR MATERIAL.
D14 REMOVE THREE POSTS STARTING AT THE SOUTH END OF RAILING, REMOVE HANDRAIL PORTION BACK TO
FOURTH POST FROM SOUTH END, GRIND SMOOTH. GRIND CONCRETE CURB FLUSH WITH CONCRETE SLAB.
D15 DEMO OPENING TO ACOMODATE 3'-0" X 6'-8" HOLLOW CORE WOOD DOOR WITH JAMB WOOD PAINTED AND
TRIM TO WOOD PAINTED.
D16 DEMO CARPET.
D17 DEMOLISH EXISTING DOOR HEADER, PREPARE FOR NEW HEADER.
1/4" = 1'-0"
MAIN LEVEL DEMOLITION FLOOR PLAN
PROJECT NORTH
J J J
A
B
2 C
D
E
F G
H
J
A
B
2 C
D
E
F G
H
J
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
AD102
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MAIN FLOOR
REFLECTED CEILING
DEMOLITION PLAN
1/4" = 1'-0"
LEVEL 1 RCP DEMOLITION PLAN
# REVISION DATE
1 PERMIT SET 09.10.2026
DEMOLISH DIRECT APPLIED
ACOUSTICAL CEILING TILES AT
OFFICE, MEETING ROOM AND
BOTH GALLERY SPACES
MODIFY HVAC DEVICES AND
DUCTWORK PER MECHANICAL
DRAWINGS
F
1. FIELD-VERIFY ALL EXISTING CONDITIONS.
2. REFER TO SHEET G001 FOR GENERAL NOTES.
3. REFER TO SHEET G002 FOR RATED WALL LOCATIONS.
4. SEALANT IS REQUIRED AROUND ALL FRAMES,
OPENINGS, EXPANSION & CONTROL JOINTS, AND
BETWEEN DISSIMILAR MATERIALS, INDICATED OR
OTHERWISE. USE SEALANTS AS SCHEDULED, OR AS
RECOMMENDED BY MANUFACTURER FOR
CONDITIONS. CONSULT ARCHITECT WHERE MORE
THAN ONE PRODUCT MAY BE SUITABLE, AND FOR
COLOR SELECTION.
FLOOR PLAN LEGEND
GENERAL FLOOR PLAN NOTES
WOOD STUD WALL
2X4 WOOD STUDS,
3" SOUND BATT INSULATION,
5/8" TYPE X GYPSUM BOARD BOTH SIDES,
PAINTED.
EXISTING WALL TO REMAIN
ART GALLERY
P1
F2
B2
ROOM NAME
ROOM NUMBER
WALL FINISH
FLOOR FINISH
WALL BASE
1' -7
A500
A50011
A500
OFFICE
P1
F1
B1
OFFICE
P1
F1
B1
OFFICE
P1
F1
B1
PHONE ROOM
P1
F1
B1
HALLWAY
P1
F1
B1
RECEPTION
P1
F1
B1
ART GALLERY
P1
F2
B2
ART GALLERY
P1
F2
B2
5.8%
1.7%
WIRELESS DOOR OPERATOR
ON 48" HIGH STAINLESS
STEEL PEDESTAL
NEW HANDRAILS, BOTH SIDES OF NEW RAMP.
REFER TO RAILING ELEVATION
NEW 4" CONCRETE RAMP, OVER 4" COMPACTED FREE DRAINING
GRANULAR MATERIAL OVER COMPACTED SUB-BASE.
PROVIDE 2% MAXIMUM CROSS SLOPE ON RAMP.
NEW DOOR AND FRAME IN
EXISTING WALL
NEW WOOD FLOORING AND NEW
THRESHOLD AT EXTERIOR DOOR
6'-0"
125 124
+/- 9'-8"
A500
NEW WOOD FLOOR, MATCH EXISTING
S1
S2
12"X18" ADA SIGN
6"X9"
ADA SIGN
6"X9" ADA SIGN
EXISTING DOOR
TO REMAIN
NEW WOOD BENCH
RUBBER TRANSITION
STRIP, CARPET TO WOOD
FLOOR, FIELD VERIFY
CONDITION BEFORE
ORDERING.
A500
S3
5'-0"
PROVIDE KEY SWITCH TO
DISABLE DOOR OPENER
NEW FLOOR
GRILLE
NEW FLOOR
GRILLE
RESTROOM
NOT IN
SCOPE
KITCHEN
NOT IN
SCOPE
STORAGE
NOT IN
SCOPE
DOWN
ENTRANCE
ENTRANCE
NEW CONCRETE LANDING
2% MAX SLOPE
EXISTING CONCRETE WALK TO REMAIN
EXISTING CONCRETE
WALK TO REMAIN
EXISTING
ACCESSIBLE
PARKING STALL
PROVIDE NEW FULL
HEIGHT STUD WALL, ALIGN
WITH EXISTING WALL.
A500
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
A100
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
LEVEL 01 FLOOR
PLAN
PROJECT NORTH
FINISH SCHEDULE
RM # ROOM NAME FLOOR BASE
WALLS
CEILING COMMENTSNORTH SOUTH EAST WEST
122 OFFICE F1 B1 P1 P1 P1 P1 C3
123 OFFICE F1 B1 P1 P1 P1 P1 C3
124 OFFICE F1 B1 P1 P1 P1 P1 C4
125 PHONE ROOM F1 B1 P1 P1 P1 P1 C3
126 HALLWAY F1 B1 P1 P1 P1 P1 C3
127 RECEPTION F1 B1 P1 P1 P1 P1 C3
129 ART GALLERY F2 B2 P1 P1 P1 P1 C1
130 ART GALLERY F2 B2 P1 P1 P1 P1 C1,C4
FINISH LEGEND
MARK MATERIAL MANUFACTURER MODEL
PATTERN/N
UMBER COLOR FINISH SIZE COMMENTS
FLOOR
F1 CARPET TILE
F2 HARD WOOD FLOORING NATURAL STAINED 2.5" PROFILE WOOD FLOOR, WHITE OAK, PLAIN/ FLAT SLICE, 2.5" WIDE
PLANK, FINISH TO MATCH EXISTING
BASE
B1 RUBBER WALL BASE 4" COVED
B2 WOOD WALL BASE PAINT PAINT GRADE, PROFILE TO MATCH EXISTING
PAINT
P1 PAINT WHITE
P2 PAINT BLACK BLACK, CEILINGS IN GALLERY SPACES, DIRECT APPLIED
ACOUSTIC TILES, PAINTED BLACK
CEILING
C1 EXISTING ACOUSTIC CEILING TILE BLACK PRE FINISHED OR
PAINTED
24" x 24" DIRECT APPLIED (GLUED)
C2 EXISTING GYP. BOARD PAINTED
C3 EXISTING ACOUSTIC CEILING TILE P1 PAINTED
C4 NEW ACOUSTIC CEILING PANEL
SYSTEM
WHITE 24" x 24"
MISCELLANEOUS
PL1 PLASTIC LAMINATE FRONT ENTRY CASEWORK
WV1 WOOD VENEER FRONT ENTRY CASEWORK
1/4" = 1'-0"
MAIN LEVEL PLAN
DOOR SCHEDULE
ROOM
NO. ROOM NAME WIDTH HEIGHT T
H
IC
K
N E
S
S DOOR FRAME
COMMENTSTYPE MATERIAL FINISH MATERIAL FINISH
124 OFFICE 124 3' - 0" 6' - 8" 1 3/4" D1 WOOD PAINTED WOOD PAINTED EXISTING DOOR
125 PHONE ROOM 125 3' - 0" 6' - 8" 1 3/4" D1 WOOD PAINTED WOOD PAINTED NEW DOOR. DEATAIL 10/A500
127 RECEPTION 127 3' - 0" 6' - 8" 1 3/4" D1 WOOD PAINTED WOOD PAINTED EXISTING DOOR
129 ART GALLERY 129 3' - 0" 6' - 8" 1 3/4" D1 METAL PAINTED WOOD PAINTED NEW DOOR. DOOR OPENER, EXIT DEVICE, KEY SWITCH. DETAIL 9/A500
C3 8' - 8"
C3 10' - 0"
C2 9' - 3"
C4 9' - 0"
MODIFY DUCTWORK AND AIR
DEVICES TO ACCOMMODATE
NEW FULL HEIGHT WALL
EXISTING TO REMAIN
EXISTING TO REMAIN
NEW SUSPENDED ACOUSTIC
CEILING PANEL SYSTEM
9'-0"
C1 9' - 0"
C1 9' - 0"
COORDINATE MECHANICAL
DUCT WITH ELECTRICAL
(LIGHT)
GENERAL CEILING NOTES
1. REFER TO MECHANICAL & ELECTRICAL DRAWINGS
FOR ACTUAL FIXTURE/DEVICE INFORMATION. SHOWN
HERE FOR SPECIFIC DIMENSIONS AND GENERAL
LAYOUT COORDINATION.
2. COORDINATE THE LAYOUT OF CEILING SUSPENSION
TO ACHIEVE THE LOCATIONS OF ALL ITEMS TO BE
INSTALLED IN THE CEILING.
3. LAY-IN GRID CEILINGS ARE SHOWN FOR INTENT. LAY
OUT ACOUSTICAL TILES SYMETRICALLY WITHIN
INDIVIDUAL SPACES.
4. FIRE SPRINKLER SYSTEM SHALL BE FULLY
COORDINATED WITH ALL TRADES PRIOR TO
INSTALLATION TO ENSURE ALL SYSTEM ARE
INSTALLED AS TIGHT TO THE STRUCTURE ABOVE AS
POSSIBLE. HEADS SHALL BE INSTALLED
SYMETRICALLY WITHIN INDIVIDUAL SPACES.
5. LOCATE SMOKE ALARMS, SPRINKLER HEADS, AND
ALL OTHER CEILING-MOUNTED DEVICES AT THE
CENTER OF CEILING TILES / CLOUDS.
6. ALL OPEN-TO-STRUCTURE CEILINGS SHALL BE
PAINTED, INCLUDING ALL EXPOSED DUCTWORK,
PIPING, CONDUIT, ETC.
7. ALL SUSPENDED ITEMS SHALL BE SEISMICALLY
BRACED, AS REQUIRED BY CODE.
CEILING LEGEND
C1, EXISTING ACOUSTIC
CEILING TILE
C3, EXISTING ACOUSTIC
CEILING TILE
C2, EXISTING GYP. BOARD
C4, NEW ACOUSTIC CEILING
PANEL SYSTEM
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
A110
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MAIN LEVEL
REFLECTED CEILING
PLAN
1/4" = 1'-0"
MAIN LEVEL REFLECTED CEILING PLAN
PROJECT NORTH
PATCH 3. PROVIDE FLASHING AT THE
NEW DUCT WORK PENETRATION. REFER
TO MECHANICAL.
EXISTING SINGLE PLY
MEMBRANE ROOF
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
A120
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
ROOF PLAN
# REVISION DATE
1 PERMIT SET 09.10.2026
1/4" = 1'-0"
ROOF PLAN
BEBE
A500 2
ALL HANDRAILS TO BE 1 1/4" I.D. STEEL PIPE WELD AND GRIND
SMOOTHLY JOINTS. PROVIDE END SUPPORTS, BRACKETS, POST
ANCHORAGE SOCKET ESCUTCHEON PLATES. MOUNTING HT.
SHALL BE 34" @ NOSING. PAINT ALL MEMEBERS.
18" HEIGHT BENCH, STRATA 5 FT. BACKLESS
BENCH, WWW.COUNTRYCASUALTEAK.COM OR
EQUAL., FIELD FINISH.
A500
1'-5"
NEW FLOOR GRILLE
NEW FLOOR
GRILLE
PROVIDE WOOD LEDGERS
AND NEW SUBFLOOR
WHERE FAILING AT CLOSET
EXTEND NEW RAILING
TO EXISTING WALL
CARPET TO REMAIN ON
STAIRS GOING UP
NEW HARDWOOD FLOORING
AT ENTRY AND STAIRS
NEW FULL HEIGHT 2x4 WOOD
STUD WALL WITH GYPSUM
BOARD, PAINTED ON ENTRY SIDE
NEW BUILT-IN CABINET
FLOOR FRAMING AT EXISTING ENTRY
AREA TO REMAIN COORDINATE WITH
DEMO OF EXISTING INTERIOR STAIRS
BUILD NEW STAIRS AND LANDING
1'-2 1/2" 1'-7"
5'-0"
5'-11"
1' -1
1"
A500
EXISTING GLAZING TO REMAIN
NEW DOOR
WOOD BASE, PAINTED
PLASTIC LAMINATE DOOR &
DRAWER FRONT, (PL1) SELF
EDGE (TYP)
COUNTERTOP; PLASTIC
LAMINATE (PL2), WITH
VINYL EDGE BANDING
3"
WHITE MELAMINE INTERIOR FINISH
DOUG MOCKETT 4" TAB PULL
CORK BOARD, FROM
COUNTERTOP TO CEILING
BLOCKING AS
REQUIRED, TYP.
1'-6"
CEILING
DRAWERS
LEVEL 01
100' - 0"
1/4" THICK, TRIM-LESS AND SEAMLESS
FORBO LINOLEUM/ CORK BULLETIN
BOARD OR EQUAL. MIN CLASS B FINISH
RATING PER ASTM E 84. INSTALL ABOVE
COUNTER TO CEILING. ADHERE TO WALL
PER MANUFACTURER'S WRITTEN
INSTRUCTIONS. COLOR TO BE SELECTED
FROM MANUFACTURER'S STANDARD
COLORS.
LOCKING PLASTIC LAMINATE CUBBY
FOR MAIL SLOT, FIELD COORDINATE
SIZE
NEW CASEWORK, BASE CABINET AND
COUNTERTOP WITH (8) DRAWERS
FLOOR LEVEL AT ENTRY
LEVEL 01
100' - 0"
12" MINFIELD VERIFY12" MIN
NEW HANDRAILS, BOTH SIDES OF NEW RAMP.
36" HIGH 1 1/4" STANDARD STEEL PIPE
HANDRAIL WITH BOTTOM RAIL SPACED ABOVE
THE RAMP SURFACE THAT PREVENTS THE
PASSAGE OF A 4-INCH SPHERE .
GALVANIZED AND PAINTED
PROVIDE HANDRAIL EXTENSIONS
ANCHOR SLEEVES INTO NEW WALK SURFACE
THICKEN CONCRETE TO PROVIDE COVERAGE
PROVIDE SURFACE MOUNTED BASE PLATE WHERE
POSTS ANCHOR TO EXISTING CONCRETE
EXISTING WINDOW
0.63" PREFINISHED ALUMINUM
BRAKE METAL, FULL HEIGHT,
BOTH SIDES, FIELD VERIFY AND
INSTALL TO ACCOMMODATE
WINDOW HEAD
NEW FULL HEIGHT STUD WALL,
FIELD VERIFY AND INSTALL TO
ACCOMMODATE WINDOW
HEAD
NEW CARPET TILES
EXISTING CARPET ON STAIR
RISER, TO REMAIN
CUT CARPET AT TOP NOSING
WHERE NEW CARPET TILE IS
SCHEDULED
ROPPE #207 VINYL STAIR NOSING
ACCESSIBLE
ENTRANCE
6"
ACCESSIBLE
ENTRANCE
1'-0"
1' -6
M A
X
1/
NEW CARPET TILE
HARD WOOD
TRANSITION STRIP
NEW HARD WOOD FLOOR
ACCESSIBLE
ENTRANCE
6"
3 1/2"
/2
(4) 1/2" DIA X 3" LAG BOLTS.
1 1/4" STANDARD PIPE POSTS &
RAILING WELD TO PLATE W/ 1/4"
FILLET WELD.
3/8" THICK BASE PLATE
GRIND ALL EDGES SMOOTH,
PAINT.
PAINT ALL
COMPONENTS
WOOD DOOR CASING
AND TRIM, PROFILE TO
MATCH EXISTING,
PAINTED
PROVIDE NEW 2X6
HEADER OVER DOOR
INSULATED METAL DOOR
DRIP
1X4 CEDAR. PAINT TO MATCH EXISTING.
PREFINISHED METAL DRIP FLASHING.
NEW SHEATHING.
WOOD SHINGLES. REPLACE, AS
REQUIRED, PROFILE AND PAINT TO
MATCH EXISTING.
NEW HEADERS. (3) 2x8 MINIMUM.
PATCH GYPSUM BOARD AS
REQUIRED TO INSTALL NEW DOOR
AND HEADER.
NEW PAINTED WOOD TRIM AND
CASING, PROFILE TO MATCH
EXISTING.
11" E Q
M A
X
E Q
3/4" NEW HARDWOOD
FLOORING STEPS.
MATCH EXISTING
HEIGHT.
PLASTIC LAMINATE
RISERS ON MDF
3/4" PLYWOOD
SUB-FLOOR
NEW HARDWOOD FLOORING ON
STAIR TREADS AND FLOOR
AREAS
11"
11"
A500
A500
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
AP
JH
PROJECT NUMBER
P M
A500
DD MONTH YYYY
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
DETAILS
PROJECT NORTH
1/2" = 1'-0"
MAIN LEVEL PLAN
1/2" = 1'-0"
PHONE ROOM DOOR ELEVATION
3/4" = 1'-0"
ENTRANCE CABINET SECTION
1/2" = 1'-0"
ENTRANCE CABINET ELEVATION
1/2" = 1'-0"
RAMP HANDRAIL ELEVATION
1 1/2" = 1'-0"
WALL TO WINDOW CONECTION
6" = 1'-0"
STAIR NOSING DETAIL
6" = 1'-0" S1
ACCESSIBLE ENTRANCE
3" = 1'-0" S2
ACCESSIBLE GUIDE GUIDE
6" = 1'-0"
FLOOR TRANSITION DETAIL
6" = 1'-0" S3
ENTRANCE ACCESSIBLE GUIDE
6" = 1'-0"
STAIR POST BASE PLATE DETAIL
3" = 1'-0"
PHONE ROOM HEAD (JAM-SIMILAR) DETAIL
3" = 1'-0"
HEAD-JAMB SIMILAR
1 1/2" = 1'-0"
ENTRANCE STAIR DETAILS
# REVISION DATE
1 PERMIT SET 09.10.2026
PROVIDE PREMANUFACTURED ALUMINUM SIGNS
MOUNT TO BUILDING WHERE SHOWN ON DRAWINGS.
B
M
D
S
S
M
S
S
M
CO2
CO2
H2
HZG
NO2
O2
SYMBOL DESCRIPTION
MECHANICAL PIPING SYMBOLS LEGEND
CHWR
CHWS
GCHWR
GCHWS
CD
CWR
CWS
GHWR
GHWS
GWR
GWS
HWR
HWS
NER
NES
G
LP
RFL
RFG
RFD
LPS
LPCR
PC
HPS
HPCR
CHILLED WATER RETURN
CHILLED-WATER SUPPLY
GLYCOL INDIRECT COOLING RETURN
GLYCOL INDIRECT COOLING SUPPLY
CONDENSATE DRAIN
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
GLYCOL HEATING WATER RETURN
GLYCOL HEATING WATER SUPPLY
GROUND LOOP WATER RETURN
GROUND LOOP WATER SUPPLY
HOT WATER RETURN
HOT WATER SUPPLY
NET ENERGY LOOP RETURN
NET ENERGY LOOP SUPPLY
NATURAL GAS
LIQUID PROPANE
REFRIGERANT LIQUID
REFRIGERANT GAS
REFRIGERANT DISCHARGE
LOW PRESSURE STEAM
CONDENSATE RETURN
(LOW PRESSURE)
PUMPED CONDENSATE
HIGH PRESSURE STEAM
CONDENSATE RETURN
(HIGH PRESSURE)
PIPE RISE / PIPE DROP
BRANCH CONNECTION BELOW / TOP
PIPE TEE / PIPE 90° ELBOW
PIPE FLOW ARROW INDICATES
DIRECTION OF FLOW
PIPE CAP
SQUARE CEILING DIFFUSER / RECT.
DUCT CONNECTION.
14"Ø/24x24
500RG-2
PLR
14"Ø/24x24
RG-2
12"x12"/24x24
100EG-1
ROUND CEILING DIFFUSER
8"Ø/2s/4'-0"L
LD-100 200
PLENUM RETURN
SIDEWALL SUPPLY GRILLE
LINEAR SLOT DIFFUSER
PLENUM RETURN
CEILING RETURN
CEILING RETURN WITH SOUND BOOT
CEILING EXHAUST
RECT. DUCT CONNECTION.
RTU-X
PLR
22"x22"/24x24
RG-15
VAV BOX
VAV-X
ROOFTOP UNIT
INLINE PUMP
HWP-X
INLINE FAN
OR
EF-XX
WEF-X
CEILING EXHAUST FAN
4 WAY BLOW
PATTERN
3 WAY BLOW
PATTERN
2 WAY BLOW
PATTERN
1 WAY BLOW
PATTERN
10"x10"/24x24
250CD-2
10"Ø/24x24
250CD-2
SQUARE CEILING DIFFUSER / ROUND.
DUCT CONNECTION.
DUCTED RETURN SHOWS CFM
6"Ø/24x24
100EG-1
CEILING EXHAUST
ROUND DUCT CONNECTION.
16"x16"/16x16
SWS-1 500
AIRFLOW
NECK SIZE/ SLOT(S)/ ACTIVE LENGTH
6"Ø/24
100CD-9
SYMBOL DESCRIPTION
CONSTRUCTION DOCUMENT SYMBOLS LEGEND
AIR TERMINALS & CALLOUTS
EQUIPMENT & CALLOUTS
16"x16"/16x16
SWR-1 500
SIDEWALL RETURN GRILLE
ARROW INDICATES
DIRECTION OF AIRFLOW
ARROW INDICATES
DIRECTION OF AIRFLOW
SYMBOL DESCRIPTION
HVAC DAMPER SYMBOLS LEGEND
MANUAL DAMPER
MOTORIZED (ATC) DAMPER
BACKDRAFT DAMPER
SMOKE DAMPER
FIRE DAMPER
COMB. FIRE/ SMOKE DAMPER
TAG
MD
ATC
BD
SD
FD
FSD
24"x12"
24"/12" FO
18"Ø
FLUE
C/A
SA
SA
VA
OA
TA
RA
RLA
EA
GEA
LH
(E)
SC
DE
HVAC DUCT SYMBOLS LEGEND
SYMBOL DESCRIPTION
EXISTING DUCT TO REMAIN
OVAL DUCT SIZE (WIDTH / HEIGHT)
(CLEAR INSIDE DIMENSION) WIDTH
INDICATES PLAN SIZE
SQ. DUCT SIZE (WIDTH X HEIGHT)
(CLEAR INSIDE DIMENSION) WIDTH
INDICATES PLAN SIZE
RECT. SUPPLY DUCT RISE / DROP
ROUND DUCT SIZE (DIAMETER)
(CLEAR INSIDE DIMENSION)
DUCT TO BE DEMOLISHED
ROUND SUPPLY DUCT RISE / DROP
RECT. RETURN DUCT RISE / DROP
ROUND RETURN DUCT RISE / DROP
RECT. EXHAUST DUCT RISE / DROP
ROUND EXHAUST DUCT RISE / DROP
SUPPLY AIR - LOW PRESSURE
SUPPLY AIR - MEDIUM PRESSURE
VENTILATION AIR
OUTDOOR AIR
RETURN AIR
TRANSFER AIR
RELIEF AIR
GENERAL EXHAUST AIR
GREASE EXHAUST DUCT
LABORATORY HOOD
FLUE GAS VENT
COMBUSTION AIR
UNDER FLOOR DUCT
SAWDUST COLLECTION
DRYER EXHAUST
AIRFLOW
CATALOG THROW PERFORMANCE
NECK SIZE / MODULE SIZE
EQUIPMENT BY OTHERS
(REFER TO OTHER DISCIPLINES)
EXISTING TO REMAIN
EQUIPMENT
TYPE (SEE SCHEDULE)
MAX NC RATING
DESIGN AIRFLOW RATE
DESIGN WATER FLOW
OPERATING WEIGHT
HEATING CAPACITY
NOMINAL COOLING CAPACITY
EXISTING RELOCATED
EQUIPMENT
BOTTOM OF EQUIPMENT HEIGHT
NECK SIZE
AIRFLOW
AIRFLOW
MOUNTING ELEVATION (CENTERLINE)
NOMINAL DUCT SIZE
TYPE COUNT FOR SPACE
UNIT IDENTITY
GAS SUPPLY INPUT RATE
THROW PATTERN
(E)AHU-2
RTU-1
10.0 ton
RTU-1
180000 Btu/h
180 CFH
3.7 GPM
VAV-1-2
(R)AHU-3
EF-1
500 CFM
AC-1
7'-0" AFF:
10"Ø/24x24
H6/9/1729
CD-11 500
ET-1
379 lb
10"Ø/24x24
CD-11 500
TYP. X 4
10"Ø/24x24
CD-11 500
AFF:8'-0"
SYMBOL DESCRIPTION
ENGINERING SYMBOLS LEGEND
EQUIPMENT & CALLOUTS
AIR TERMINALS & CALLOUTS
RW
20"x12" 14"Ø
20"x20" 14"x14"
45° 45°
SYMBOL DESCRIPTION
HVAC FITTING SYMBOLS LEGEND
ROUND DUCT ELBOW R/W = 1.5
RECTANGULAR DUCT
RADIUS ELBOW
RECTANGULAR DUCT MITERED
ELBOW WITH TURNING VANES
HARD DUCT DIFFUSER CONNECTION
FLEX DUCT DIFFUSER CONNECTION
HIGH EFFECIENCY TAKE-OFF
WITH DAMPER / WITHOUT DAMPER
FLEXIBLE DUCT CONNECTION
RECT. TO ROUND DUCT TRANSITION
RECT. TO RECT. DUCT TRANSITION
SHUTOFF
BAL
BFV
CHECK
CHECK
CIRC
GATE
GLOBE
LOCK
PRV
QUICK
STRAIN
M-CNTRL
3-WAY CNTRL
GAS-CNTRL
PLUG
GAS COCK
REG
BALL VALVE
BALANCING VALVE
BUTTERFLY VALVE
CHECK VALVE
ALTERNATE CHECK VALVE
CIRCUIT SETTER
GATE VALVE
GLOBE VALVE
LOCKED SHIELD VALVE
PRESSURE REDUCING VALVE
QUICK OPENING VALVE
FLUID STRAINER
ELEC. CONTROL VALVE
3-WAY ELEC. VALVE
EMERGENCY GAS SHUTOFF
PLUG VALVE
GAS SHUTOFF COCK
GAS REGULATOR
FLUID CONTROL SYMBOLS LEGEND
SYMBOL DESCRIPTION
CONTINUATION SYMBOL
POINT WHERE NEW CONNECTS TO EXISTING
AREA BEING DEMOLISHED
AREA NOT IN CONTRACT
POINT WHERE EXISTING IS TO BE DEMOLISHED
GENERAL LEGEND
SYMBOL DESCRIPTION
KEYNOTE
ROOM NAME & NUMBER
DIAGRAM TAG
MATCH LINE TAG
ROOM
SECTION TAG. HATCHED AREA INDICATES VIEW DIRECTION.
REVISION CLOUD DELTA. SHOWN WITH CLOUD
AND INDICATES A CHANGE PER THE TITLE BLOCK.
SHEET NUMBER WHERE DIAGRAM IS PLACED
DIAGRAM NUMBER ON SHEET
SECTION
TOP = DIAGRAM NUMBER
BOTTOM = SHEET NUMBER
* NOTE *
ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN
THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE
USED IN THIS SET OF DRAWINGS.
QUANTITIES SHOWN ON SCHEDULES ARE PROVIDED FOR REFERENCE ONLY AND SHALL NOT
BE RELIED UPON FOR BIDDING OR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL
REQUIRED QUANTITIES FROM THE CONTRACT DRAWINGS AND FIELD CONDITIONS.
ABBREV. DESCRIPTION
Ø ROUND
ABV ABOVE
AC AIR CONDITIONING
AD AREA DRAIN
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZATION EFF.
ALT ALTERNATE
AP ACCESS PANEL
ARCH ARCHITECT/ARCHITECTURAL
BFF BELOW FINISHED FLOOR
BLW BELOW
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
CAP CAPACITY
CB CATCH BASIN
CFM CUBIC FEET PER MINUTE
CLG CEILING
CO CLEAN OUT
CW COLD WATER
D DEGREE
DB DRY BULB
DIA DIAMETER
DN DOWN
DW DISTILLED WATER
EA EACH
EAT ENTERING AIR TEMPERATURE
ELEC ELECTRICAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
E/A EXHAUST AIR
EXIST EXISTING
F DEGREES FAHRENHEIT
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FL FLOOR
FO FUEL OIL
FOV FUEL OIL VENT
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FPM FEET PER MINUTE
FS FLOOR SINK
FT FOOT/FEET
FTR FIN TUBE RADIATION
GAL GALLON
GF GAS-FIRED
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
GW GREASE WASTE
HB HOSE BIB
HP HORSE POWER
HTG HEATING
HTR HEATER
HW HOT WATER
HYD HYDRANT
ID INDIRECT
IN INCH
INV INVERT
LB POUND
LB/HR POUNDS PER HOUR
LAT LEAVING AIR TEMPERATURE
LP LOW PRESSURE
LPG LIQUEFIED PETROLEUM GAS
ABBREV. DESCRIPTION
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
M/A MIXED AIR
MAX MAXIMUM
MBH ONE THOUSAND BTU PER HOUR
MCF ONE THOUSAND CUBIC FEET
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTR MOTOR
MU/A MAKE-UP/AIR
NC NOISE CRITERIA
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NUMBER
NO NORMALLY OPEN
NTS NOT TO SCALE
O OXYGEN
O/A OUTSIDE AIR
ORD OVERFLOW ROOF DRAIN
PD PRESSURE DROP
PIV POST INDICATOR VALVE
PLBG PLUMBING
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PWR POWER
R DUCT RISER
R/A RETURN AIR
RCP RADIANT CEILING PANEL
RD ROOF DRAIN
REC RECESSED
RED REDUCER
RH RELATIVE HUMIDITY
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RW RAIN WATER
SF SQUARE FOOT
S/A SUPPLY AIR
SAN SANITARY
SF SQUARE FOOT
SD SMOKE DAMPER
SM SURFACE MOUNT
SP STANDPIPE
SP STATIC PRESSURE
STM STEAM
T THERMOSTAT
TD TEMPERATURE DROP
TDR TRENCH DRAIN
TEMP TEMPERATURE
TYP TYPICAL
UG UNDERGROUND
VAC VACUUM
V VENT
VAV VARIABLE AIR VOLUME
VENT VENTILATION
VTR VENT THROUGH ROOF
W WASTE
WB WET BULB
WCO WALL CLEAN OUT
WH WALL HYDRANT
ABBREV. DESCRIPTION
AC AIR CONDITIONING UNIT
ACCU AIR COOLING CONDENSING UNIT
AHU AIR HANDLING UNIT
AS AIR SEPARATOR
B BOILER
CH CHILLER
CT COOLING TOWER
CUH CABINET UNIT HEATER
CHWP CHILLED WATER PUMP
DBP DOMESTIC WATER BOOSTER PUMP
DC DUCT MOUNTED COIL
DCP DOM. WATER CIRCULATING PUMP
EF EXHAUST FAN
EDC ELECTRIC DUCT COIL
ABBREV. DESCRIPTION
ET EXPANSION TANK
EWH ELECTRIC WATER HEATER
FCU FAN COIL UNIT
FP FIRE PUMP
GI GREASE INTERCEPTOR
GRV GRAVITY ROOF VENTILATOR
HWP HEATING WATER PUMP
HRU HEAT RECOVERY UNIT
PRV POWER ROOF VENTILATOR
RE RETURN/EXHAUST FAN
RTU ROOFTOP UNIT
SP SUMP PUMP
UH UNIT HEATER
WH WATER HEATER
MECHANCIAL EQUIPMENT ABBREVIATIONS INDEX
MECHANICAL ABBREVIATION INDEX
AHU-1
MECHANCIAL SENSING DEVICE SYMBOLS LEGEND
SYMBOL DESCRIPTION
UNIT IDENTITY
TEMPERATURE SENSOR
TEMP/ HUMIDITY SENSOR
TEMP/ CO2 SENSOR
THERMOSTAT
HUMIDISTAT
HUMIDITY SENSOR
CARBON DIOXIDE DETECTOR
CARBON MONOXIDE DETECTOR
HYDROGEN GAS DETECTOR
HAZARDOUS GAS DETECTOR
NITROGEN DIOXIDE DETECTOR
OXYGEN GAS DETECTOR
TS
TH
TC
T
H
HS
P PRESSURE SENSOR
HVAC GENERAL NOTES
1 COORDINATE EXACT PLACEMENT OF DIFFUSERS, GRILLES, AND REGISTERS WITH ARCHITECTURAL
REFLECTED CEILING PLAN, TYPICAL.
2 SEE DETAIL FOR DIFFUSER CONNECTIONS TO DUCTWORK, TYPICAL.
3 BRANCH DUCTWORK SHALL BE SIZED TO MATCH THE NECK INLET SIZE OF THE DIFFUSERS,
REGISTER OR GRILLE IT SERVES UNLESS NOTED OTHERWISE, TYPICAL.
4 COORDINATE EXACT MOUNTING LOCATION OF ALL THERMOSTATS WITH LATEST REVISION OF
ARCHITECTURAL ELEVATION AND FURNISHINGS PLANS, TYPICAL.
5 THE MECHANICAL CONTRACTOR SHALL PROVIDE FIRE, SMOKE OR COMBINATION FIRE/SMOKE
DAMPERS AT ALL LOCATIONS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED TO
MEET THE INTEGRITY OF ALL SMOKE AND FIRE PARTITIONS. THE CONTRACTOR SHALL REFER TO
THE LATEST ARCHITECTURAL LIFE SAFETY PLANS FOR ALL FIRE AND SMOKE PARTITION
LOCATIONS. DAMPERS ARE TO BE PROVIDED WITH SHUTOFF/TEST SWITCH AT EACH LOCATION.
6 PROVIDE AND INSTALL TURNING VANES IN ALL SQUARE LOW PRESSURE DUCTWORK AT ELBOWS
OR TEES, TYPICAL.
7 INSTALL ALL TERMINAL BOXES IN EASILY ACCESSIBLE AND SERVICEABLE LOCATIONS, MEETING
ALL MANUFACTURERS REQUIRED CLEARANCES ON EACH SIDE, SEE DETAILS, TYPICAL.
8 DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. REFER TO MECHANICAL
SPECIFICATIONS FOR EXTENT OF DUCT INSULATION AND LINER AND ADJUST SHEET METAL
DIMENSION.
9 PROVIDE AND INSTALL REMOTE DAMPER OPERATORS FOR ALL DAMPERS INSTALLED ABOVE
INACCESSIBLE CEILING, SEE MECHANICAL SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS,
TYPICAL.
10 PROVIDE AND INSTALL HIGH EFFICIENCY TAKE-OFF FITTINGS AND BALANCING DAMPER AT ALL
BRANCH CONNECTIONS TO LOW PRESSURE DUCTWORK. PROVIDE BALANCING DAMPERS AT EACH
BRANCH TAKE OFF TO SERVE DIFFUSER OR GRILLE AS WELL AS WHERE INDICATED.
11 PROVIDE AND INSTALL HIGH EFFICIENCY OR CONICAL TAKE-OFFS AT ALL BRANCH CONNECTIONS
TO MEDIUM PRESSURE DUCTWORK.
12 WHERE DUCTWORK CROSSES, SUPPLY DUCTWORK IS USUALLY BELOW RETURN AND EXHAUST
DUCT. RETURN DUCTWORK IS USUALLY BELOW EXHAUST DUCTS.
13 AT LOCATIONS WHERE DIFFUSERS OR GRILLES ARE UNDER DUCTWORK, CONTRACTOR TO
FABRICATE TRANSITION BOOT FROM FLEX CONNECTION TO DIFFUSER OR GRILLE WITH BALANCING
DAMPER, TYPICAL.
14 THE MECHANICAL CONTRACTOR SHALL PROVIDE CEILING MOUNTED ACCESS DOORS FOR ALL
FIRE, SMOKE AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED ABOVE INACCESSIBLE CEILING.
FIELD VERIFY EXACT INSTALLATION LOCATIONS PRIOR TO COMMENCING WORK AND COORDINATE
INSTALLATIONS WITH LATEST ARCHITECTURAL REFLECTED CEILING PLANS.
15 ALL VAV BOXES TO HAVE REHEAT COILS, EXCEPT AS NOTED. PROVIDE EQUIPMENT TAG TO MATCH SCHEDULE. PROVIDE A MINIMUM OF TWO DUCT DIAMETERS OF STRAIGHT ROUND DUCT TO INLET OF VAV BOX. BOX SHALL BE HARD CONNECTED (CONICAL) TO MEDIUM PRESSURE DUCT, TYPICAL.
16 PROVIDE ACCESS DOORS TO ACCESS VAV BOX CONTROLS ABOVE HARD CEILINGS. PROVIDE
MINIMUM 24" X 24".
17 FLEX DUCT IS REQUIRED FOR ALL DIFFUSERS AND GRILLES INSTALLED IN LAY-IN CEILINGS. FOR DIFFUSERS AND GRILLES IN HARD LID CEILINGS, THE DUCTWORK SHALL BE EXTENDED ALL THE
WAY TO THE DIFFUSER AND SHALL BE CONNECTED WITH A HARD CONNECTION OR A FLEX DUCT
CONNECTION WITH A MUD RING AND LAY-IN DIFFUSER AS SHOWN ON PLANS.
18 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE
CONTRACT DOCUMENTS.
19 PROVIDE ACCESS TO ALL TEMPERATURE CONTROLS ABOVE CEILING. LOCATE IN ACCESSIBLE
LOCATION. WHERE THERE ARE HARD CEILINGS, THE CONTRACTOR SHALL PROVIDE 24" X 24"
ACCESS DOOR.
20 SUPPLY AND RETURN PIPING TO COILS ARE THE SAME SIZE.
21 CONTRACTOR SHALL LOCATE AND TEMPERATURE SENSORS AT 4'-0" AFF, A MINIMUM OF 8" FROM
LIGHT SWITCH, UNLESS OTHERWISE NOTED ON THE ARCHITECT'S ELEVATIONS. COORDINATE
EXACT LOCATIONS WITH ARCHITECT.
22 REFER TO MECHANICAL PIPING OR ZONING DRAWINGS FOR THERMOSTAT AND TEMPERATURE
SENSOR LOCATIONS.
23 CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT. CONTRACTOR SHALL
ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FEDERAL, STATE, AND LOCAL
CODES. CONDENSATE PIPING SHALL BE TYPE "L" COPPER UNLESS OTHERWISE NOTED IN THE
SPECIFICATIONS.
24 PROVIDE A 6" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT THAT IS FLOOR
MOUNTED. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED.
25 ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2"
W.G. UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS.
26 THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL
DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH.
PROJECT REQUIREMENTS
1 THE PROJECT GENERAL NOTES APPLY TO ALL DISCIPLINES.
2 REMOVE ALL UNUSED PIPING, DUCTWORK, EQUIPMENT, AND ACCESSORIES.
3 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN THE SCOPE OF WORK SPACE AND WITHIN CLOSE PROXIMITY TO THE SCOPE OF WORK SPACE. THE CONTRACTOR WILL FIELD VERIFY AS MUCH AS IS REASONABLE BEFORE THE FINAL BID. AFTER THE FINAL BID THE CONTRACTOR WILL NOTIFY THE OWNER, ARCHITECT, AND MECHANICAL DESIGN ENGINEER IMMEDIATELY UPON
DISCOVERY OF EXISTING CONDITIONS THAT MAY AFFECT THE DESIGN.
4 THE MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR ON THE EXISTING
EQUIPMENT AND ITS ACCESSORIES AS FOLLOWS: CLEAN ALL COILS, REPLACE THE FILTERS AND
BELTS, INSPECT, REPAIR, OR REPLACE THE ECONOMIZERS, DRIVERS AND FAN BEARINGS,
MOTORS, CONTROL COMPONENTS, VALVES, AND ANY OTHER ITEM NECESSARY FOR A COMPLETE
AND PROPER OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE, PRIOR TO
FINAL BIDDING, AND VERIFY ALL EXISTING SITE CONDITIONS. PROVIDE ALL MATERIAL AND
COMPONENTS AS NEEDED TO BRING THE UNITS TO FULL COMPLIANCE OF THE OWNER’S CRITERIA
AND LOCAL AUTHORITY HAVING JURISDICTION.
5 WHERE FLOOR DRAINS OCCUR WITH THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION
DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK.
UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION.
6 COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, EQUIPMENT, CEILINGS, ARCHITECTURAL COMPONENTS, AND ANYTHING ELSE PERTAINING TO THE
PROJECT TO PREVENT CONFLICTS.
7 THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AND THOSE OF OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS
INVOLVED ON THIS PROJECT.
8 FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL
REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT
LIMITED TO THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, AND
INTERNATIONAL PLUMBING CODE.
9 LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING.
10 ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF.
11 COORDINATE INSTALLATION OF DUCTWORK, PIPING AND MECHANICAL EQUIPMENT WITH NEC
CLEARANCES INCLUDING THE SPACE ABOVE ELECTRICAL PANELS, TRANSFORMERS AND OTHER
ELECTRICAL EQUIPMENT. NO PIPING OR DUCTWORK TO RUN OVER ELECTRICAL PANELS, VFD'S OR MCC'S. PROTECT EQUIPMENT WITH A 42" DEEP ZONE IN FRONT OF PANELS, VFD'S AND MCC'S.
PROVIDE PANS IF REQUIRED UNDER PIPING.
12 FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CAULKING AND SEALING ALL PENETRATIONS IN FIRE
AND SMOKE RATED PARTITIONS TO MAINTAIN RATINGS. REFER TO SPECIFICATION.
13 PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS,
FLOORS, WALLS, AND ROOF.
14 TRANSITION PIPING AND DUCTWORK SIZES TO MATCH THE SIZE OF EQUIPMENT CONNECTION.
15 REFER TO PLUMBING SERIES DRAWINGS FOR GAS PIPING.
16 ALL PIPE AND DUCT SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL
ANOTHER SIZE IS SHOWN.
17 FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER
TO DETAILS, SCHEDULES, AND SPECIFICATIONS.
18 INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN
INSTALLATION INSTRUCTIONS, AT A LEVEL OF WORKMANSHIP CONSISTENT WITH THE
SPECIFICATIONS.
19 MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS PROVIDED AND INSTALLED
WITH CLEARANCES PER MANUFACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL
MAINTAIN PROPER SERVICE SPACE FOR COIL PULLS, BAS DEVICES, MAINTENANCE ACCESS, ETC.
20 INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS.
21 LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT, AS INDICATED ON THE DRAWING, ARE
APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD, INCLUDING, BUT NOT LIMITED
TO, OFFSETS AND TRANSITIONS. NEW DUCTWORK, PIPING AND EQUIPMENT SHALL BE
COORDINATED WITH STRUCTURE, LIGHTS, REFLECTED CEILING PLANS, CABLE TRAY, ELECTRICAL CONDUIT, PLUMBING, MECHANICAL AND FIRE PROTECTION PIPING, MEDICAL GASES, ALL OTHER
TRADES AND ALL OTHER EXISTING CONDITIONS TO AVOID INTERFERENCE IN THE FIELD..
22 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE
CONTRACT DOCUMENTS.
23 IF CONTRACTOR ENCOUNTERS MATERIAL WHICH MAY CONTAIN ASBESTOS, IMMEDIATELY STOP
WORK IN THIS AREA AND NOTIFY THE OWNER.
24 DETAILS REFERENCE ALL SHEETS.
25 INSTALL ALL PIPING AND DUCTWORK WITHOUT FORCING OR SPRINGING.
26 ROUTE DOMESTIC WATER, FIRE PROTECTION, SANITARY WASTE, ROOF DRAIN, CAMPUS CHILLED OR HOT WATER, AND ANY OTHER UTILITY SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING
UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS.
27 LOCATE VALVING, ACCESSORIES, AND EQUIPMENT IN ACCESSIBLE LOCATIONS. WHERE LOCATED ABOVE HARD CEILING PROVIDE AN ACCESS DOOR IN CEILING. MINIMUM ACCESS DOOR SIZE OF 24"
X 24". COORDINATE EXACT LOCATION AND STYLE WITH ARCHITECT. EQUIPMENT SHALL BE
LOCATED IN THE CEILING CAVITY SO IT CAN BE SAFELY SERVICED FROM SOMEONE STANDING ON
A LADDER PLACED BELOW THE CEILING ACCESS.
28 WHERE VALVING, ACCESSORIES, OR EQUIPMENT IS LOCATED IN A WALL, PROVIDE AN
APPROPRIATELY SIZED ACCESS DOOR. COORDINATE ACCESS DOOR SIZE, LOCATION, AND STYLE
WITH ARCHITECT.
29 CONTRACTOR TO PROVIDE VALVE IDENTIFICATION AND LOCATION ON ALL CEILING TILES WHERE
VALVES ARE LOCATED.
30 CONTRACTOR TO PROVIDE DELEGATED DESIGN OF SEISMIC BRACING AS A DEFERRED SUBMITTAL.
SEE SPECIFICATION 23 0548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC.
31 CONTRACTOR TO PROVIDE BIM COORDINATION AND VIRTUAL DESIGN AND CONSTRUCTION
SERVICES TO A XXX LEVEL OF DETAIL. SEE SPECIFICATION 23 0099-BIM COORDINATION.
HVAC SHEET INDEX
ME001 HVAC TITLE SHEET
MD101 MECHANICAL DEMO PLAN
M101 MECHANICAL PLAN
M501 MECHANICAL DETAILS AND SCHEDULES
181 E 5600 S, Ste #200 Murray, UT 84107
(801) 530-3148 | www.resolutgroup.com Resolut Project #: 260666
L I C
E N
S E
D
P R
OFESS I ONA
L
E N
G I N
E E
R
No. 190991
S
T A
T E O F U T
A H
BENJAMIN L.
DAVIS
07/01/2026
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
PA
PM
PROJECT NUMBER
P M
ME001
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
HVAC TITLE SHEET
260666
# DESCRIPTION DATE
2 C
D
E
F G
H
J
7 1/2"x11"
(E)SG 0
7 1/2"x23"/---
(E)RG 0
10"x10"/24x24
250(E)CD-2
10"x10"/24x24
250(E)RG-2
10"Ø/24x24
250(E)CD-
N5
N5
N7
N7
N8
N10
N10
N9 N9
N12
A
B
2 C
D
E
F G
H
J
N3
N3
N6
N6
(E)12"x8" SA
12"x8" RA
181 E 5600 S, Ste #200 Murray, UT 84107
(801) 530-3148 | www.resolutgroup.com Resolut Project #: 260666
L I C
E N
S E
D
P R
OFESS I ONA
L
E N
G I N
E E
R
No. 190991
S
T A
T E O F U T
A H
BENJAMIN L.
DAVIS
07/01/2026
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
PA
PM
PROJECT NUMBER
P M
MD101
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MECHANICAL DEMO
PLAN
260666
KEYNOTES
N3 EXISTING DUCT CONTINUES TO FURNACE IN MECHANICAL ROOM. NO
CHANGES ARE TO BE MADE BEYOND THIS POINT.
N5 DEMOLISH EXISTING SUPPLY AND RETURN GRILLES AND
ASSOCIATED DUCTWORK IN COUNTER BEING DEMOLISHED. SEE
VIEW 2 ON THIS SHEET FOR EXTENT OF DUCTWORK TO BE REMOVED
IN BASEMENT.
N6 DEMOLISH DUCTWORK TO THIS POINT. SEE M101 FOR NEW
DUCTWORK.
N7 EXISTING GRILLES IN OFFICE ARE TO REMAIN.
N8 EXISTING GRILLE IN OPEN OFFICE IS TO BE REMOVED. DUCTWORK IS
TO REMAIN.
N9 EXISTING DUCTWORK CONNECTS TO ROOF TOP UNIT. NO WORK IS
BEING DONE TO ROOFTOP UNIT.
N10 DUCTWORK IS ROUTED ON ROOF WITH ROOF PENETRATIONS TO
EACH GRILLE.
N12 ELBOW TO EXISTING GRILLE TO BE DEMOLISHED. ROOF
PENETRATION TO REMAIN FOR NEW CONNECTION AND DUCT
EXTENDED TO NEW RETURN GRILLE. SEE M101 FOR NEW DUCTS.
3/16" = 1'-0"
BASEMENT MECHANICAL DEMO PLAN
3/16" = 1'-0"
LEVEL 01 MECHANICAL DEMO PLAN
2 C
D
E
F G
H
J
PRINT ROOM
OFFICE/ CONFERENCE ROOM
Space
Space
Space
OFFICE
OFFICE
HALLWAY
RECEPTION
ART GALLERY
ART GALLERY
N4
10"x10"/24x24
250(E)CD-2
10"x10"/24x24
250RG-2
10"x10"/24x24
250(E)RG-2
10"x10"/24x24
250CD-2
N9 N9
8"x24"/---
RG-1 200
N10
N10 (E)10"x10" SA
10"x10" RA
N11
10"x10" SA
7 1/2"x11"
SG-1 200N4
A
B
2 C
D
E
F G
H
J
N1
N2
N3
N3
(E)12"x8" SA
8"x24" RA
12"x8" SA
181 E 5600 S, Ste #200 Murray, UT 84107
(801) 530-3148 | www.resolutgroup.com Resolut Project #: 260666
L I C
E N
S E
D
P R
OFESS I ONA
L
E N
G I N
E E
R
No. 190991
S
T A
T E O F U T
A H
BENJAMIN L.
DAVIS
07/01/2026
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
PA
PM
PROJECT NUMBER
P M
M101
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MECHANICAL PLAN
260666
KEYNOTES
N1 EXISTING DUCT TO CONNECT TO NEW PLENUM FROM NEW FLOOR
RETURN GRILLE ABOVE.
N2 EXISTING SUPPLY DUCT TO CONNECT TO NEW SUPPLY DUCT.
N3 EXISTING DUCT CONTINUES TO FURNACE IN MECHANICAL ROOM. NO
CHANGES ARE TO BE MADE BEYOND THIS POINT.
N4 NEW GRILLES TO BE PLACED IN FLOOR. COORDINATE LOCATION
WITH ARCHITECTURE AND EXISTING STRUCTURE. STRUCTURE
SHALL NOT BE ALTERED TO INSTALL NEW DUCTWORK AND GRILLES.
N9 EXISTING DUCTWORK CONNECTS TO ROOF TOP UNIT. NO WORK IS
BEING DONE TO ROOFTOP UNIT.
N10 DUCTWORK IS ROUTED ON ROOF WITH ROOF PENETRATIONS TO
EACH GRILLE.
N11 LOCATION FOR NEW GRILLE TO BE COORDINATED WITH ROOF
STRUCTURE. EXISTING DUCT THAT TURNS DOWN TO EXISTING
GRILLE IS TO BE TURNED AND ROUTED TO NEW LOCATION.
3/16" = 1'-0"
BASEMENT MECHANICAL PLAN
3/16" = 1'-0"
LEVEL 01 MECHANICAL PLAN
INSULATION
METAL DECK
PROVIDE PITCH WITH
INSULATION MATERIAL
FOR DRAINAGE
STRUCTURAL SHAPE
AS PER SMACNA
(ANGLE IRON OR PIPE)
SUPPORT LEGS
WELD TO ANGLE (TYPICAL)
ANGLE IRON FASTENED
TO EQUIPMENT SUPPORT
COUNTER FLASHING
HOOD
MEMBRANE ROOF
PREFABRICATED
EQUIPMENT
SUPPORT
INVERTED ANGLE IRON
ANCHOR EQUIPMENT SUPPORT
TO METAL DECK
DUCTWORK SUPPORTED
AS PER SMACNA
SEAL ALL ANGLES
WEATHER TIGHT
INSULATED SUPPLY OR
RETURN DUCTWORK
ANGLE IRON WELD TO PIPE
OR ANGLE IRON (TYPICAL)
AT ROOF DUCT SUPPORT-INSULATE
OVER ANGLE IRON SUPPORTS AND
SEAL ALL CORNERS OF ANGLES IN A
WEATHER TIGHT MANNER
M
IN
IM
U
M
2' -0
DUCT SUPPORT
INSULATION
WHERE REQUIRED
RECTANGULAR OR
ROUND DUCTWORK
CAULK ALL AROUND
COUNTER FLASHING
SHEETMETAL
SAFING TIGHT
TO DUCT
WOOD
NAILER
BUILT UP
ROOF
BASE FLASHING
WOOD NAILER
INSULATION
WOOD JOISTS
PREFABRICATED, INSULATED
CURB, MOUNT AND SECURE
ON WOOD NAILER. (BASE)
12"
MIN.
181 E 5600 S, Ste #200 Murray, UT 84107
(801) 530-3148 | www.resolutgroup.com Resolut Project #: 260666
L I C
E N
S E
D
P R
OFESS I ONA
L
E N
G I N
E E
R
No. 190991
S
T A
T E O F U T
A H
BENJAMIN L.
DAVIS
07/01/2026
PROJECT ARCHITECT
PROJECT MANAGER
C EDA
[A] The Boston Building
9 Exchange Place, Suite 1100
Salt Lake City, Utah 84111
[O] 801 531 7600
[E] info@edaarch.com
[W] www.edaarch.com
PA
PM
PROJECT NUMBER
P M
M501
ART BARN
INFRASTRUCTURE AND
ACCESSIBILITY
IMPROVEMENTS
54 FINCH LANE, SALT LAKE
CITY, UT 84102
MECHANICAL DETAILS
AND SCHEDULES
260666
GRILLE, REGISTER, AND DIFFUSER SCHEDULE
ID TYPE MANUFACTURER MODEL COUNT DESCRIPTION
RG-1 KEES FHD0 1
SG-1 KEES FHD0 1
CD-2 PRICE SPD 1 STYLE: SQUARE PLAQUE FACE CEILING DIFFUSER
CONSTRUCTION: STEEL
FINISH: POWDER COAT WITH COLOR SELECTED BY…
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