6-Charlie CDs SGPD Campus 20260603.pdf
PDF 4 MB Posted
- Attached to
- RFP - SGPD CAMPUS PROJECT State and local contract opportunity
- Solicitation number
- 26-294
- Issued by
- Washington County, Utah
About this file
This document comprises construction drawings and specifications for the St. George Police Department (SGPD) Campus Project, prepared by FFKR Architects for the City of St. George, Utah. The project involves alterations and improvements to three existing buildings—the Alpha (Police Station), Bravo (City Hall), and Charlie (Central Storage) Buildings—located at 175 North 200 East, St. George, Utah. The Charlie Building portion documented here is a 1,002 square foot storage structure being converted to bicycle storage, classified as occupancy group S-2 (storage) under International Building Code Type IIB construction. The construction documents include comprehensive architectural, mechanical, electrical, and site plans with detailed specifications for interior reconfigurations, mechanical system upgrades, exterior improvements including new fencing and security features, and associated site work. The project requires a 100% performance-labor and materials bond, and the City of St. George reserves the right to reject any or all submissions or waive any formality or technicality in the proposal process.
The construction documents establish detailed requirements for all trades including general construction, demolition, mechanical systems (HVAC service and filter replacement), electrical systems (lighting, power distribution, fire alarm, access control, and data communications), plumbing, and site work. Multiple project team members are identified, including structural engineer BHB Consulting Engineers, mechanical and plumbing engineer RESOLUT Group, electrical engineer Civil Science, landscape architect FFKR Architects, and various project managers. The documents specify compliance with 2021 International Building Code, International Mechanical Code, International Plumbing Code, National Electrical Code 2023, and International Fire Code. General notes throughout the drawings emphasize contractor responsibility for field verification of existing conditions, coordination among all trades, protection of existing materials to remain, proper drainage and grading, erosion control, and adherence to all applicable federal, state, and local codes. No specific contract award date, response deadline, or funding source information is provided in these construction documents.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 8-3- SGPD Campus Project RFP.pdf | ||
| 1-sample - CERTIFICATE OF INSURANCE.pdf | ||
| 7-Bravo CDs SGPD Campus 20260603.pdf | ||
| 9-4- SGPD CAMPUS PROJECT MANUAL.pdf | ||
| 2-GENERAL CONDITIONS rev 09.04.25.pdf | ||
| 10-2- BID TERMS.pdf | ||
| 4-1- INFORMATION FOR PROPOSALS.pdf | ||
| 3-sample - CONSTRUCTION CONTRACT.pdf | ||
| 5-Alpha CDs SGPD Campus 20260603.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DRAWING INDEX
ABBREVIATIONS
VICINITY MAP
G-XX
X-XX
F
X-XX
S
X-XX
E
SCALE:
A1
DETAIL
XXXX
XX
X
XX.XX.X X
ROOM
NAME
SYMBOLS LEGEND
ROOM IDENTIFICATION
NUMBER
DOOR NUMBER
REFERENCE NOTE
WINDOW/STOREFRONT TYPE
PARTITON WALL TYPE
INTERIOR ELEVATION
WALL SECTION
EXTERIOR ELEVATION
DETAIL CALLOUT
REVISION DELTA
ROOM NUMBER
ELEVATION NUMBER
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
BUILDING SECTION
VIEW TITLE
ROOM NAME
A1
A2A4
A3
A400
A1
A300
A1
A310
A1
A310
A1
A310
EQUIPMENT TYPE
SIGNAGE TYPE
FURNITURE TYPE
GLAZING TYPE
1. 01 4339 - MOCK UPS
2. 05 3100 - STEEL DECKING
3. 05 4000 - COLD-FORMED METAL FRAMING
4. 05 5000 - METAL FABRICATIONS
5. 07 7200 - ROOF ACCESSORIES
6. 09 5100 - ACOUSTICAL CEILINGS
7. 21 1000 - WATER-BASED FIRE-
SUPPRESSION SYSTEMS
8. 22 0529 - HANGERS AND SUPPORTS FOR
PLUMBING PIPING EQUIPMENT
9. 22 0548 - VIBRATION AND SEISMIC
CONTROLS FOR PLUMBING PIPING AND
EQUIPMENT VIBRATION
10. 23 0548 - SEISMIC RESTRAINT AND
VIBRATION ISOLATION
11. 23 3113 - METAL DUCT
12. 23 7413 - ROOFTOP AIR CONDITIONERS
13. 23 8216 - SPLIT SYSTEM AIR
CONDITIONERS
14. 26 0548 - ELECTRICAL SEISMIC CONTROL
15. 28 3111 - FIRE ALARM AND DETECTION
SYSTEM
DEFERRED SUBMITTALS
MATERIAL LEGEND
GYPSUM BOARD/SHEATHING
GYPSUM BOARD (SURFACE)
CONCRETE
CONCRETE (SURFACE)
METAL FRAMING
GRAVEL
COMPACTED FILL AND/OR EARTH
CONCRETE MASONRY UNIT (CMU)
BATT INSULATION
RIGID INSULATION
PLYWOOD/SHEATHING
STONE
FINISH WOOD
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
PROJECT ARCHITECT
ABV
ACC
ACT
ADA
ADD
ADJ
ADMIN
AFF
AHJ
AHU
ALT
ALUM
ANSI
ARCH
ASPH
ASTM
AUTO
AVG
B.O.
BLDG
BM
C.I.P.
C.L.
CHFR
CLG
CLR
CMU
COL
CONC
CONT
CPT
CW
DBE
DEMO
DET
DF
DIA
DIAG
DIM
DMPF
DR
DW
DWG
E
E.O.S.
EA
EL
ELEC
ELEV
ELEVS
ENGR
EQ
EQUIP
EXIST
EXT
F.D.
F.E.
F.E.C.
F.F.
F.O.
FDN
FT
GA
GALV
GB
GC
GEN
GLAZ
GWB
GYP
HCP
HDW
HM
HVAC
IBC
IN
INCL
INSUL
INT
LAV
MAX
MEMB
MFR
MIN
MIRR
MISC
MTL
N
NFPA
N.I.C.
NOM
NTS
O.C.
OPP
PERF
PERP
PL
PLAM
PSF
PSI
PT
PT
PTD
PVC
QTY
RB
RCP
REQ'D
REF
REST
RM
R.O.
S
SCHED
SECT
SHT
SF
SIM
SPEC
SS
SSM
STL
STON
STOR
STRUCT
T.O.
T.O.C.
T.O.M.
T.O.S.
TYP
UNO
UR
VEST
VIF
W
W/
W/O
WD
W/D
ABOVE
ACCESSIBLE
ACOUSTIC CEILING TILE
AMERICANS WITH DISABILITIES ACT
ADDENDUM
ADJUSTABLE
ADMINISTRATION
ABOVE FINISH FLOOR
AUTHORITY HAVING JURISDICTION
AIR HANDLING UNIT
ALTERNATE
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
ARCHITECTURAL
ASPHALT
AMERICAN SOCIETY FOR TESTING MATERIALS
AUTOMATIC
AVERAGE
BOTTOM OF
BUILDING
BEAM
CAST IN PLACE
CENTER LINE
CHAMFER
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
CARPET
CURTAIN WALL
DECK BEARING ELEVATION
DEMOLITION/DEMOLISHED
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DAMPPROOFING
DOOR
DISHWASHER
DRAWING
EAST
EDGE OF SLAB
EACH
ELEVATION
ELECTRICAL
ELEVATOR
ELEVATIONS
ENGINEER
EQUAL
EQUIPMENT
EXISTING
EXTERIOR
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FACE OF
FOUNDATION
FOOT OR FEET
GAUGE
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GENERAL
GLAZING
GYPSUM WALL BOARD
GYPSUM
HANDICAPPED
HARDWARE
HOLLOW METAL
HEATING, VENTILATION, AIR CONDITIONING
INTERNATIONAL BUILDING CODE
INCHES
INCLUDING
INSULATION
INTERIOR
LAVATORY
MAXIMUM
MEMBRANE
MANUFACTURER
MINIMUM
MIRROR
MISCELLANEOUS
METAL
NORTH
NATIONAL FIRE PROTECTION ASSOCIATION
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OPPOSITE
PERFORATED
PERPENDICULAR
PROPERTY LINE
PLASTIC LAMINATE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POST TENSIONED
PRESSURE TREATED
PAINTED
POLYVINYL CHLORIDE
QUANTITY
RUBBER BASE
REFLECTED CEILING PLAN
REQUIRED
REFRIGERATOR
RESTROOM
ROOM
ROUGH OPENING
SOUTH
SCHEDULE
SECTION
SHEET
SQUARE FEET
SIMILAR
SPECIFICATIONS
STAINLESS STEEL
SOLID SURFACE MATERIAL
STEEL
STONE
STORAGE
STRUCTURAL
TOP OF
TOP OF CONCRETE
TOP OF MASONRY
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
URINAL
VESTIBULE
VERIFY IN FIELD
WEST
WITH
WITHOUT
WOOD
WASHER/DRYER
ST. GEORGE POLICE CAMPUS -
CHARLIE
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
/3
/2
:0 :5
P
M
GI000
COVER
SHEET -
CHARLIE
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
CONSTRUCTION DOCUMENTS
JUNE 3, 2026
FFKR Architects
720 S River Rd, Suite D 2100-B
St George, UT 84790 435-673-7362
BHB Consulting Engineers
4617 Pioneer Rd #100
St George, UT 84790 801-355-5656
STRUCTURAL ENGINEER
RESOLUT Group
230 N 1680 E Bldg V
St George, UT 84790 435-674-4800
PLUMBING ENGINEER
RESOLUT Group
230 N 1680 E Bldg V
St George, UT 84790 435-674-4800
MECHANICAL ENGINEER
RESOLUT Group
230 N 1680 E Bldg V
St George, UT 84790 435-674-4800
ELECTRICAL ENGINEER
Civil Science
1453 S Dixie Dr #150
St George, UT 84770 435-986-0100
CIVIL ENGINEER
FFKR Architects
730 Pacific Ave
Salt Lake City, UT 84104 801-521-6186
LANDSCAPE ARCHITECT
PROJECT TEAM
SG POLICE
CHARLIE BUILDING
N
E
E 200 N
S K Y
LIN
E D
R
Steve Beesley sbeesley@ffkr.com
Andrew Van Hook andrew.vanhook@bhbengineers.com
Brandon Birkes bbirkes@resolutgroup.com
Paul Farnsworth pfarnsworth@resolutgroup.com
Ian Madison imadison@resolutgroup.com
Brandee Walker bwalker@civilscience.com
Matt Payne mpayne@ffkr.com
GENERAL INFORMATION
GI000 COVER SHEET - CHARLIE
GI100 CODE ANALYSIS - CHARLIE
SITE & LANDSCAPE
AS101 ARCH. SITE PLAN
ARCHITECTURAL
AD103 STORAGE SHED DEMO PLAN
AE103 STORAGE BUILDING FLOOR PLAN
AE603 DOOR TYPES & SCHEDULE
MECHANICAL
M001 HVAC TITLE SHEET
MD101 MECHANICAL DEMO PLAN
M101 MECHANICAL PLAN
M500 MECHANICAL DETAILS
M600 MECHANICAL SCHEDULES
ELECTRICAL
E001 ELECTRICAL SYMBOLS AND NOTES
E002 ELECTRICAL SCHEDULES
ED101 ELECTRICAL DEMOLITION PLAN
E101 MAIN LEVEL ELECTRICAL PLAN
E501 ELECTRICAL DIAGRAMS
E601 ELECTRICAL SCHEDULES
STORAGE
896 SF/500 = 2 OCC
TRAVEL DISTANCE
MAXIMUM = 100'
PROVIDED = 35'
INTERNATIONAL BUILDING CODE (IBC) 2021
INTERNATIONAL MECHANICAL CODE (IMC) 2021
INTERNATIONAL PLUMBING CODE (IPC) 2021
NATIONAL ELECTRICAL CODE (NEC) 2023
INTERNATIONAL FIRE CODE (IFC) 2021
INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2021
INTERNATIONAL EXISTING BUILDING CODE (IBC) 2021
ANSI ICC A117.1 2009
ALL APPLICABLE STATE AMENDMENTS
AHJ CITY OF ST. GEORGE
PARCEL ID SG-1612
ZONING TYPE C-4
CURRENT USE STORAGE
PROPOSED USE BIKE STORAGE (CHARLIE BUILDING)
MAIN OCCUPANCY S-2
ACCESSORY OCCUPANCY AREAS NONE
CONSTRUCTION TYPE IIB
NUMBER OF STORIES 1 STORY
FIRE SPRINKLERS NONE
SETBACKS
FRONT 10'
REAR 28'-4"
SIDE 28'-4" WEST, 22'-4" EAST
IBC 506
TABLE 506.2 TABULAR ALLOWABLE AREA:
TYPE IIB / S-2 26,000 SQFT
506.2.4 - MIXED-OCCUPANCY, MULTISTORY BUILDINGS
Aa=[At + (NS x If)] Aa = 26000 + (26000 x .75) Aa = 45,500 SQFT
PROJECT INFORMATION
2 BUILDING REGULATIONS
4 ALLOWABLE BUILDING AREAS
BUILDING CODE
IBC TABLE 601, 705.5 AND SECTIONS 713, 1018 AND 1023
AT TYPE IIB
ASSEMBLY TYPE RATING
PRIMARY STRUCTURAL FRAME 0-HOUR TABLE 601
STRUCTURAL MEMBERS 0-HOUR
BEARING WALLS EXTERIOR 0-HOUR TABLE 601
BEARING WALLS INTERIOR 0-HOUR TABLE 601
NON-BEARING EXTERIOR WALLS - PROPERTY LINE 0-HOUR TABLE 705.5
NON-BEARING EXTERIOR WALLS - INTERIOR 0-HOUR TABLE 602
NON-BEARING INTERIOR WALLS 0-HOUR TABLE 602
CORRIDORS 0-HOUR TABLE 1020.1
FLOOR CONSTRUCTION 0-HOUR TABLE 601
ROOF CONSTRUCTION 0-HOUR TABLE 601
STAIR/ELEVATOR SHAFT ENCLOSURES 1-HOUR SECTION 713.4
5 FIRE RESISTANCE RATING
705.11 - PARAPETS
NORTH NOT REQUIRED PER 705.11, EXCEPTION 5.1
EAST NOT REQUIRED PER 705.11, EXCEPTION 5.1
SOUTH NOT REQUIRED PER 705.11, EXCEPTION 5.1
WEST NOT REQUIRED PER 705.11, EXCEPTION 5.1
8 EXTERIOR WALL RATINGS & OPENINGS
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
9 EXIT REQUIREMENTS
AUTOMATIC FIRE SPRINKLER SYSTEM NONE
FIRE ALARM SYSTEM NOT REQUIRED IN ACCORDANCE WITH SECTION 907.2.2 (B)
6 FIRE PROTECTION SYSTEMS
7 BUILDING OCCUPANCY
AREA (SF)
OCCUPANT
COUNT
OCCUPANCY GROUP FACTOR
1,002 SFTOTALS
TOTAL BUILDING OCCUPANCY 2.004 or 3 OCC.
IBC 504
CONSTRUCTION TYPE: IIB
ALLOWED BUILDING HEIGHT PER TABLE 504.3 55'-0"
NUMBER OF STORIES 1
ALLOWED NUMBER OF STORIES PER TABLE 504.4 3
LOCAL ZONING C-4
ALLOWABLE HEIGHT 50'-0"
ACTUAL BUILDING HEIGHT 14'-0"
3 NUMBER OF STORIES
FUNCTION OF SPACE OCCUPANT LOAD FACTOR
STORAGE S-2 500 GROSS
SECTION 1005 - MEANS OF EGRESS SIZING
1005.2 MINIMUM WIDTH BASED ON COMPONENT.
THE MINIMUM WIDTH, IN INCHES (MM), OF ANY MEANS OF EGRESS COMPONENTS SHALL NOT BE
LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, ELSEWHERE IN THIS CODE.
1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD.
THE REQUIRED CAPACITY, IN INCHES (MM), OF THE MEANS OF EGRESS FOR ANY ROOM, AREA, SPACE OR STORY SHALL NOT BE LESS THAN THAT DETERMINED IN ACCORDANCE WITH SECTIONS
1005.3.1 AND 1005.3.2.
1005.3.1 STAIRWAYS.
THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY
MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF EGRESS
CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN
ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORYCONSIDERED INDIVIDUALLY SHALL BE
USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS SERVING THAT STORY.
1005.3.2 OTHER EGRESS COMPONENTS.
THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL
BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A
MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT.
SECTION 1006 - NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
OCCUPANCY - S: WITHOUT SPRINKLER SYSTEM, OL ≤ 30 = 100 FEET
OCCUPANCY - S; MAXIMUM OCCUPANT LOAD - 29
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
OCCUPANCY WITHOUT SPRINKLER SYSTEM (FEET)
2.004
S-2 500 GROSS 1002 SF 2.004
S-2 300'-0"
LEVEL 1 - ALLOWABLE AREA
*AREAS INCLUDE UNOCCUPIED SPACES, CIRCULATION & EXTERIOR OVERHANGS
MIXED-OCCUPANCY, MULTISTORY BUILDING
FOR THIS 1-STORY BUILDING, THE VALUE OF THE MIXED-AREA RATIO FOR EACH FLOOR DOES
NOT EXCEED 1 AND THE TOTAL VALUE FOR ALL FLOORS IN THE BUILDING DO NOT EXCEED 3.
THEREFORE, THE BUILDING IS WITHIN THE ALLOWABLE AREA. OK < 3
TOTAL BUILDING AREA: 1,002 SF
OCCUPANCY
ALLOWABLE AREA
ACTUAL AREA
RATIO
2 SUM
104,000 -
1,002 1,002
0.010 0.010
TOTALSUM 0.010*
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
/3
/2
:0 :5
P
M
GI100
CODE
ANALYSIS -
CHARLIE
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
B
R A
V O
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
SCALE: 1/4" = 1'-0"
A3
BICYCLE STORAGE
NEW CONSTRUCTION ADDITION BUILDING
FOOTPRINT
EXISTING BUILDING FOOTPRINT TO BE
REMODELED
EXISTING SITE CONCRETE (CURB,
GUTTER, SIDEWALK) TO REMAIN
NEW SITE CONCRETE (CURB, GUTTER, OR
SIDEWALK)
EXISTING ASPHALT TO REMAIN
ASPHALT, COORDINATE WITH CIVIL
DRAWINGS
LANDSCAPING TO REMAIN
LANDSCAPING AS SCHEDULED,
COORDINATE WITH LANDSCAPING
DRAWINGS
SITE LEGEND
EXISTING
POLICE
STATION
ALPHA
BUILDING
EXISTING
CITY HALL
BRAVO
BUILDING
EXISTING
CENTRAL STORAGE -
CHARLIE BUILDING
EXISTING EMERGENCY
GENERATOR AREA
N E
W
S A
LL
Y
P O
R T
200 NORTH
E
A S
T
AS401
A1
AS405
A1
6'-0"
7'-0"
7'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
15'-0"
09.91B 09.91D
AS401
A3
32.39
32.31D
32.31A
32.31A
32.31G
32.31B
32.90
32.16E
32.31A
32.31A
32.31A
09.91D
09.91C
32.12
32.16F
03.30D
32.16A
32.16D
09.91C
32.90
32.31A
32.31A
32.90
32.16E
AS402
A1
AS403
A1
AS404
A1
09.91C
32.12
32.16A
09.91D
.9
1A
AS404
C1
32.16J 10.14
RETAINING WALL; RE: CIVIL.
32.12 32.16D
32.12
32.16D
32.16C
32.16E
420'-6 3/4"
09.91D
9'-0" 9'-0" 10'-3"
10'-6"
9'-0"
11'-4 1/2"
8'-1 1/2"
6"
19'- 0 7
/8"
32.31H
32.31H32.31H
32.31H
32.31H32.31H
32.31J 32.31C
G04
G05
G06
G01
G10
G04
G
G07
G08
G09
G11
20' 20'
32.31D
32.31J
AS402
C1
AS402
C2
02.151C
G01
32.91
PARKING COUNT
CITY BUILDING SF: 33,386
(1 STALL REQ. PER 250 SF)
REQUIRED STALLS: 134
PROVIDED STALLS: 94
POLICE STATION SF: 18,246
(1 STALL REQ. PER 250 SF)
REQUIRED STALLS: 73
PROVIDED STALLS: 80
CENTRAL STORAGE SF: 1,040
(1 STALL REQ. PER 250 SF)
REQUIRED STALLS: 5
PROVIDED STALLS: 5
TOTAL REQUIRED STALLS: 212
TOTAL PROVIDED STALLS: 179
DUE TO THE NATURE OF THE POLICE STATION
BEING IN OPERATION 24/7/365, NOT ALL STAFF
WILL BE ON SITE SIMULTANEOUSLY, RESULTING
IN A LOWER, SHIFT-RELATED PARKING COUNT.
EXISTING
DEMOLITION
NEW BUILD
GRAPHIC LEGEND
GENERAL NOTES - SITE
1. CONTRACTOR SHALL TAKE WHATEVER
PROCEDURES ARE NECESSARY TO
PREVENT EROSION DAMAGE ON OR OFF
THE SITE AND SHALL REPAIR ANY DAMAGE
RESULTING FROM THIS WORK AT NO
COST TO THE OWNER.
2. CONTRACTOR SHALL REVIEW ALL
EXPANSION JOINT LOCATIONS WITH
ARCHITECT PRIOR TO INSTALLATION.
INSTALL EXPANSION JOINTS AT 30’-0”
MAXIMUM THROUGHOUT.
3. CONTRACTOR SHALL BE RESPONSIBLE
FOR DAMAGE TO ANY EXISTING TO
REMAIN ITEMS OR UTILITIES NOTED OR
NOT NOTED TO BE REMOVED AND SHALL
BEAR THE COST OF REPAIR TO ORIGINAL
CONDITION.
4. CONTRACTOR SHALL BE RESPONSIBLE TO
PROTECT ALL EXISTING PLANT MATERIAL
AND LANDSCAPING NOT SHOWN TO BE
REMOVED. INSTALL A TEMPORARY FENCE
AROUND DRIP LINE OF TREES WHEN
REQUIRED.
5. CONTRACTOR IS RESPONSIBLE TO
PROVIDE TEMPORARY CONSTRUCTION
FENCING AROUND THE PROJECT AREA.
6. ROUGH GRADING AT THE BUILDING SHALL
HAVE A 5% MINIMUM SLOPE AWAY FROM
THE BUILDING FOR A MINIMUM OF 10’-0”
U.N.O. CONCRETE SHALL BE SLOPED 2%
AWAY FROM BUILDING.
7. FINISH GRADE SHALL SLOPE AWAY FROM
THE BUILDING AT ¼” PER FOOT FOR A
MINIMUM DISTANCE OF 3’-0”.
8. ALL EXTERIOR SIDEWALKS AND LANDINGS
SHALL HAVE POSITIVE DRAINAGE, BUT
NOT MORE THAN ¼” PER FOOT SLOPE.
9. COORDINATE ALL SITE LIGHTING FIXTURE
LOCATIONS WITH THE SITE ELECTRICAL
DRAWINGS. ALL SUCH LIGHTING SHALL BE
STAKED FOR APPROVAL BY THE
ARCHITECT PRIOR TO CONSTRUCTION.
10. IRRIGATION SPRINKLER HEADS SHALL BE
LOCATED AND DIRECTED TO KEEP WATER
FROM WETTING THE BUILDING.
11. SLOPE CONCRETE AWAY FROM WALLS.
DO NOT LEAVE STANDING WATER IN
CORNERS.
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
REFERENCE NOTES
/3
/2
:0 :0
P
M
AS101
ARCH.
SITE PLAN
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
B
R A
V O
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
60'30'0"SCALE: 1" = 30'-0"
A1
ARCHITECTURAL SITE PLAN
02.151C DEMOLISH PORTION OF LANDSCAPE. PREPARE
DEMOLISHED AREA FOR NEW CONCRETE
03.30D CONCRETE SLAB ON GRADE
09.91A EXTERIOR PAINT FOR STANDARD 9' X 18' PARKING
SPACE.
09.91B EXTERIOR PAINT FOR ADA PARKING ACCESS AISLE.
09.91C EXTERIOR PAINT DIRECTIONAL ARROW.
09.91D EXTERIOR PAINT FOR PEDESTRIAN WALK AREA.
10.14 ACCESSIBLE PARKING SIGNAGE; RE: C1/AS501.
32.12 NEW ASPHALT PAVING.
32.16A NEW CONCRETE CURB AND GUTTER.
32.16C NEW CONCRETE CURB RAMP.
32.16D NEW CONCRETE SIDEWALK.
32.16E NEW CONCRETE MOW STRIP.
32.16F NEW CONCRETE PARKING ISLAND.
32.16J NEW SITE CONCRETE.
32.31A NEW 6' - 8" TALL FENCE. SEE DETAIL AS501/B5
32.31B NEW 8' - 0" TALL FENCE.
32.31C NEW HIGH SPEED VEHICLE GATE OPERATOR.
32.31D NEW SECURITY MAN GATE.
32.31G NEW FENCE. REFER TO EAST POLICE STATION
ELEVATION FOR LOCATION WHERE FENCE SHIFTS
FROM 6'-8" TO 8'-0" TALL.
32.31H SENSOR LOOP FOR OUTGOING TRAFFIC ONLY
32.31J NEW VEHICLE GATE OPERATOR.
32.39 NEW SITE SECURITY BOLLARD; RE: C3/AS501.
32.90 NEW LANDSCAPING; RE: LANDSCAPE PLANS.
32.91 DUMPSTER ENCLOSURE. SEE CIVIL PLANS.
Door Schedule
DOOR SIZE PANEL
HRDWRE
SET CommentsWIDTH HEIGHT
FRAME
MATERIAL
DOOR
MATERIAL FINISH
G01 4'-0" 6'-4" STEEL STEEL POWDER COATED 20 MAN GATE
G03 3'-0" 6'-4" STEEL STEEL POWDER COATED 20 MAN GATE
G04 4'-0" 6'-4" STEEL STEEL POWDER COATED 20 MAN GATE
G04 3'-0" 6'-4" STEEL STEEL POWDER COATED 20 MAN GATE
G05 25'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. VEHICLE GATE MOTOR
G06 25'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. HIGH SPEED VEHICLE GATE MOTOR
G07 25'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. HIGH SPEED VEHICLE GATE MOTOR
G08 25'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. VEHICLE GATE MOTOR
G09 17'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. HIGH SPEED VEHICLE GATE MOTOR
G10 17'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. VEHICLE GATE MOTOR
G11 25'-0" 6'-4" STEEL STEEL POWDER COATED BY MANUF. VEHICLE GATE MOTOR
02.51A
02.58C
02.0802.08
TYP.
TYP.
02.01
02.01
02.57
02.53A
02.51A
02.01
TYP.
TYP.
TYP.
02.111
EXISTING
DEMOLITION
NEW BUILD
GRAPHIC LEGENDPARTITION DEMO LEGEND
DEMOLISH WALL FINISH AND WALL FRAMING.
REMOVE DRY WALL FINISH MATERIAL ON
ONE SIDE OF WALL INDICATED ON PLAN FOR
ADDITION OF INSULATION. STUD FRAMING TO
REMAIN.
GENERAL NOTES - DEMOLITION
1. ALL COSTS FOR DEMOLITION SHALL BE
INCLUDED IN THE CONTRACTOR’S BID.
2. PRIOR TO STARTING ANY DEMOLITION
WORK, REVIEW ENTIRE SET OF DRAWINGS
PERTAINING TO THIS SCOPE OF WORK TO
UNDERSTAND ENTIRE SCOPE OF
DEMOLITION WORK AND ELEMENTS THAT
ARE TO REMAIN IN THE COMPLETED
PROJECT.
3. WHERE WALL DEMOLITION INTERRUPTS
POWER/DATA CONDUIT TO REMAIN,
REROUTE CONDUIT AND CONDUCTORS AS
NECESSARY.
4. ADDITIONAL DEMOLITION REQUIRED TO
COMPLETE WORK MAY BE SHOWN ON
DRAWINGS OTHER THAN THE DEMOLITION
PLANS. MISCELLANEOUS CUTTING,
PATCHING, ETC. REQUIRED FOR THE NEW
OR REMODEL WORK SHALL BE
PERFORMED EVEN THOUGH NOT CALLED
OUT OR DETAILED ON DEMOLITION PLANS.
5. WHERE MECHANICAL, ELECTRICAL, AND
PLUMBING WORK REQUIRES CEILING
DEMOLITION, GC TO REPLACE CEILING
GRIDS, TILES, AND LIGHTING FIXTURES. RE:
MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS. COORDINATE WITH THE
ARCHITECTURAL REFLECTED CEILING
PLAN.
6. THE CONTRACTOR IS RESPONSIBLE FOR
THE DEMOLITION AND REMOVAL OF ALL
WALLS, EQUIPMENT, WIRING, DUCTWORK,
PIPING, AND OTHER EXISTING CONDITIONS
THAT ARE NOT INCLUDED IN THE FINAL
PROJECT. THIS INCLUDES, BUT IS NOT
LIMITED TO, EXISTING CONDITIONS THAT
HAVE NOT BEEN INDICATED ON THE
DRAWINGS IN ALL TRADES OF THE
PROJECT.
7. CONTRACTORS SHALL INCLUDE IN THEIR
BID THE AMOUNT FOR COSTS ASSOCIATED
WITH DEMOLITION, CORE DRILLING,
REMOVAL AND REPLACEMENT OF EXISTING
CEILINGS, WALLS, AND FINISHES REQUIRED
FOR THE INSTALLATION OF MECHANICAL
AND ELECTRICAL ITEMS IN THE EXISTING
BUILDING. SEE STRUCTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS
FOR AREAS WHERE NEW WORK IS
REQUIRED IN THE EXISTING BUILDING.
8. GC IS RESPONSIBLE TO REPAIR / REPLACE
ANY DAMAGE TO SPRAY APPLIED FIRE-
PROOFING MATERIAL.
9. ALL ITEMS TO BE SALVAGED, TO BE
REUSED, OR DELIVERED TO THE OWNER,
ARE TO BE PROTECTED AND REMOVED
AND OR RE-INSTALLED WITHOUT DAMAGE.
10. DO NOT REMOVE ANY SECTIONS OF
EXISTING CABLE TRAY ABOVE CEILING.
COORDINATE WITH ELECTRICAL AND
ARCHITECTURAL DRAWINGS FOR REUSE
AND COORDINATE WITH NEW WORK.
11. UNLESS NOTED OTHERWISE, REMOVE ALL
FLOORING AND BASE IN AREAS OF
DEMOLITION. SEE CEILING PLAN FOR
EXISTING CEILING ELEMENTS TO REMAIN.
12. IF DAMAGE OCCURS OUTSIDE OF
PRESCRIBED DEMOLITION SCOPE, NOTIFY
ARCHITECT IMMEDIATELY.
13. ANY EXISTING FINISHES THAT ARE
DAMAGED AS A RESULT OF
CONSTRUCTION SHALL BE REPAIRED TO
PROVIDE A NEW FINISH APPEARANCE.
14. IN EXISTING WALLS THAT ARE INDICATED
TO REMAIN, ANY NAILS, SCREWS, OR
OPENINGS THAT REMAIN SHALL BE
PATCHED WITH SMOOTH, EVEN, INVISIBLE
TRANSITION.
15. AT LOCATIONS WHERE THE EXISTING WALL
IS MODIFIED FOR REMOVAL OR
INSTALLATION OF POWER OUTLETS,
SWITCHES, THERMOSTAT, ETC. PATCH
OPENING IN WALL WITH GYPSUM BOARD.
PROVIDE SMOOTH, EVEN, INVISIBLE
TRANSITION BETWEEN NEW AND EXISTING
GYPSUM BOARD.
16. NO UTILITY LINES ARE TO BE ABANDONED
IN PLACE. REMOVE ALL UNUSED CONDUIT,
WIRING, PIPING, ETC. TO THE POINT OF
CONNECT AT THE PANEL OR MAIN LINE
WHEN THEIR USE IS NO LONGER
REQUIRED.
17. REMOVE ALL EXISTING EXTERIOR AND
INTERIOR SIGNAGE ON WALLS AND DOORS.
REMOVE ALL ADHESIVE OR REPAIR AREAS
AFTER REMOVAL.
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
REFERENCE NOTES
/3
/2
:0 :0
P
M
AD103
STORAGE
SHED
DEMO
PLAN
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
B
R A
V O
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
SCALE: 1/4" = 1'-0"
A1
STORAGE SHED PLAN EXISTING - PROGRAM DEMO
SCALE: 1/4" = 1'-0"
C1
STORAGE SHED DEMO RCP
02.01 EXISTING WALL AND ASSOCIATED FINISHES TO REMAIN.
02.08 EXISTING DOOR TO REMAIN.
02.51A DEMOLISH WALL AND ASSOCIATED FINISHES.
02.53A DEMOLISH CEILING.
02.57 DEMOLISH FLOOR FINISH MATERIAL. PREPARE FLOOR TO
RECEIVE NEW FLOORING.
02.58C DEMOLISH DOOR PANEL AND FRAME.
02.111 EXISTING SITE LIGHT POLE TO REMAIN.
F
CR
301A 301B
08.01
04.01
26.52 08.10A
28.15B
04.01
GENERAL NOTES - FLOOR PLAN
1. CONTRACTOR IS TO LIMIT WORK TO AREAS
INDICATED WITHIN THE CONTRACT LIMIT
LINE, UNLESS SPECIFICALLY NOTED
OTHERWISE.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS PRIOR TO COMMENCING
WORK. NOTIFY ARCHITECT IF THERE ARE
ANY DISCREPANCIES BETWEEN THE
EXISTING CONDITIONS, DIMENSIONS, OR
OTHER WORK SHOWN IN THE CONTRACT
DOCUMENTS.
3. CONTRACTOR TO COORDINATE ALL
EQUIPMENT WITH OWNER. EQUIPMENT TO
MEET ALL MANUFACTURERS WRITTEN
INSTRUCTIONS.
4. AFTER DEMOLITION HAS BEEN COMPLETED
AND PRIOR TO ALL CONSTRUCTION
ACTIVITIES, THE CONTRACTOR IS TO
LAYOUT ALL INTERIOR WALLS USING CHALK
OR OTHER NON-PERMANENT MARKING
DEVICE. LAYOUT IS TO BE VERIFIED BY
ARCHITECT.
5. PATCH, REPAIR, PREP, AND PAINT ALL
EXISTING GYPSUM BOARD WALLS INSIDE
THE CONTRACT AREA THAT ARE TO REMAIN.
WALLS TO APPEAR AS LIKE NEW CONDITION.
THIS INCLUDES HOLES FROM SCREW, NAILS,
AND OTHER OBVIOUSLY DAMAGED
SECTIONS OF WALL.
6. PATCH / REPAIR ALL FLOORS, WALLS,
CEILINGS, AND OTHER CASEWORK
DISTURBED BY INSTALLATION OF PLUMBING,
MECHANICAL, ELECTRICAL, OR OTHER
WORK.
7. ALL MASONRY DIMENSIONS ARE NOMINAL.
ACTUAL DIMENSIONS SHOWN AT WALL
OPENINGS ARE AS SHOWN PLUS 3/8”.
DIMENSIONS AT WALL SEGMENTS ARE AS
SHOWN MINUS 3/8”.
8. PROVIDE BACKING / BLOCKING IN WALLS
FOR ALL WALL MOUNTED ITEMS. RE:
INTERIOR ELEVATIONS. SEE DETAIL 01/AE501
FOR TYPICAL WALL BACKING PLATE DETAIL.
9. REFER TO SHEET AE610 FOR PARTITION
TYPES.
10. REFER TO SHEET AE602 FOR DOOR
SCHEDULE, FRAME TYPES, DOOR TYPES,
AND DOOR DETAILS.
11. FURNITURE PROVIDED BY OWNER IS
SHOWN DASHED FOR INFORMATION
PURPOSES ONLY.
12. REFER TO G SHEET SERIES FOR ALL
TYPICAL MOUNTING HEIGHT AND ADA
DETAILS.
EXISTING
DEMOLITION
NEW BUILD
GRAPHIC LEGEND
23.31
26.51A 26.51A
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
REFERENCE NOTES
/3
/2
:0 :0
P
M
AE103
STORAGE
BUILDING
FLOOR
PLAN
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
B
R A
V O
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
SCALE: 1/4" = 1'-0"
A1
STORAGE BUILDING FLOOR PLAN
04.01 EXISTING MASONRY WALL TO REMAIN. PATCH AND
REPAIR. PREP FOR NEW PAINTED FINISH.
08.01 OVERHEAD ROLLING DOOR
08.10A DOOR
23.31 AIR DUCT
26.51A NEW LED LIGHT, TYPICAL. REFER TO SHEET EL122
26.52 EXISTING ELEC. PANEL TO REMAIN. REFER TO SHEET
EP104.
28.15B NEW CARD READER; RE: ELECTRICAL DRAWINGS AND
SPECIFICATIONS.
SCALE: 1/4" = 1'-0"
B1
BICYCLE STORAGE
DOOR HARDWARE FUNCTIONS
ANSI
Bath/Bedroom Privacy Lock (BBPL) Push-button locking, Can be opened from outside with small screwdriver.
Turning inside lever of closing door releases button.
F76
Classroom Lock (CL) Outside lever locked and unlocked by key. Inside lever always unlocked.
F84
Exit Lock (EL) Blank plate outside. Inside lever always unlocked.
Entrance/Office Lock (EOL) Push-button locking. Push-button locks outside lever until unlocked with key or by turning inside lever.
F82
Pull Handles (PH) Dummy trim controlled via timer.
Passage Latch (PL) Both levers always unlocked.
F75
Push Plate/Pull Handle (PPPH) Dummy trim for one side of door.
Used for door pull or as matching inactive trim.
Security/Card Reader (SCR)
Storeroom Lock (SL) Outside lever fixed. Entrance by key only. Inside lever always unlocked.
F86
Institutional Lock (IL) Entrance/exit by key only.
F87
GLAZING LEGEND
GL1
GL2
GL3
GL4
INSULATED GLASS
BULLET RESISTANT GLASS
TEMPERED GLASS
INSULATED, TEMPERED GLASS
BICYCLE
STORAGE
DOOR HARDWARE FUNCTIONS
ANSI
Bath/Bedroom Privacy Lock (BBPL) Push-button locking, Can be opened from outside with small screwdriver.
Turning inside lever of closing door releases button.
F76
Classroom Lock (CL) Outside lever locked and unlocked by key. Inside lever always unlocked.
F84
Exit Lock (EL) Blank plate outside. Inside lever always unlocked.
Entrance/Office Lock (EOL) Push-button locking. Push-button locks outside lever until unlocked with key or by turning inside lever.
F82
Pull Handles (PH) Dummy trim controlled via timer.
Passage Latch (PL) Both levers always unlocked.
F75
Push Plate/Pull Handle (PPPH) Dummy trim for one side of door.
Used for door pull or as matching inactive trim.
Security/Card Reader (SCR)
Storeroom Lock (SL) Outside lever fixed. Entrance by key only. Inside lever always unlocked.
F86
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
/3
/2
:0 :0
P
M
AE603
DOOR
TYPES &
SCHEDULE
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
B
R A
V O
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
SCALE: 1/8" = 1'-0"
A1
BICYCLE STORAGE BUILDING QA - DOOR HARDWARE FXN
DOOR AND FRAME SCHEDULE
DOOR SIZE PANEL FRAME
JAMB DETAIL FIRE RATING
DOOR
STC
RATING
HARDWARE
FUNCTION COMMENTS REVISION
DESCRIPTIO
NWIDTH HEIGHT THICKNESS TYPE
TYPE (2ND
LEAF) MATERIAL FINISH TYPE MATERIAL FINISH
BICYCLE STORAGE
301A 3'-0" 7'-0" 1 3/4" P01 EXIST EXIST F01 EXIST EXIST SCR BICYCLE STORAGE BUILDING
301B 7'-8" 8'-0" 1 3/4" P60 EXIST EXIST F61 EXIST EXIST BICYCLE STORAGE BUILDING
M
S
S
M
CO2
CO
H2
HZG
NO2
O2
HS
H
T
TC
TH
TS
KEYNOTE SYMBOL
CONTINUATION SYMBOL
SHEET NUMBER WHERE DETAIL IS PLACED
DETAIL NUMBER ON SHEET
PLAN REVISION NUMBER
GENERAL PLAN SYMBOLS
ROOM NAME / NUMBER
POINT WHERE NEW CONNECTS TO EXISTING
AREA BEING DEMOLISHED
AREA NOT IN CONTRACT
* 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.
GRILLE, REGISTER, DIFFUSERS
AIRFLOW
CATALOG THROW PERFORMANCE
NECK SIZE / MODULE SIZE
EXISTING DUCT TO REMAIN
OVAL DUCT SIZE (WIDTH / HEIGHT)
SQ. DUCT SIZE (WIDTH X HEIGHT)
HVAC SYMBOLS
RECT. SUPPLY DUCT RISE / DROP
MECHANICAL EQUIPMENT
ROUND DUCT SIZE (DIAMETER)
DUCT TO BE DEMOLISHED
EQUIPMENT BY OTHERS
(REFER TO OTHER DISCIPLINES)
EXISTING TO REMAIN
EQUIPMENT
Ø ROUND
ABV ABOVE
AC AIR CONDITIONING
AD AREA DRAIN
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY
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
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
ABBREVIATIONS
TYPE (SEE SCHEDULE)
MAX NC RATING
DESIGN AIRFLOW RATE
DESIGN WATER FLOW
OPERATING WEIGHT
HEATING CAPACITY
NOMINAL COOLING CAPACITY
EXISTING RELOCATED
EQUIPMENT
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 DOMESTIC WATER CIRCULATING PUMP
EF EXHAUST FAN
EDC ELECTRIC DUCT COIL
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
EQUIPMENT ABBREVIATIONS
DAMPER TYPES
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
BOTTOM OF EQUIPMENT HEIGHT
NECK SIZE
AIRFLOW
AIRFLOW
MOUNTING ELEVATION (CENTERLINE)
NOMINAL DUCT SIZE
AIRFLOW
NECK SIZE/ SLOT(S)/ ACTIVE LENGTH
AIRFLOW
MOUNTING ELEVATION (CENTERLINE)
NOMINAL DUCT SIZE
AIRFLOW
NECK SIZE / MODULE SIZE
MAX NC RATING
TYPE COUNT FOR SPACE
UNIT IDENTITY
GAS SUPPLY INPUT RATE
THROW PATTERN
SIDEWALL SUPPLY
GRILLE
ROUND CEILING
DIFFUSER
SQUARE CEILING
DIFFUSER
SIDEWALL RETURN
GRILLE
CEILING RETURN
POINT WHERE EXISTING IS TO BE DEMOLISHED
24"x12"
24"/12" FO
18"Ø
(E)AHU-2
RTU-1
10.0 ton
RTU-1
180000 Btu/h
180 CFH
3.7 GPM
VAV-1-2
(R)AHU-3
FLUE
C/A
SA
SA
VA
OA
TA
RA
RLA
EA
GEA
LH
(E)
EF-1
500 CFM
AC-1
AFF:7'-0"
6"Ø
CD11 100
TYP. X 4
10"Ø/24x24 H6/9/1729
CD3 500
8"Ø/2s/4'-0"L
LS1 200
18"x10"
SG1 500
AFF:9'-0"
16"x16"
RG1 800
AFF:9'-0"
12"x12"/24x24
RG2 500
ET-1
379 lb
Room
LINEAR DIFFUSER
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
MANUAL DAMPER
MOTORIZED (ATC) DAMPER
BACKDRAFT DAMPER
SMOKE DAMPER
FIRE DAMPER
COMB. FIRE/ SMOKE DAMPER
HIGH EFFICIENCY TAKEOFF (HET)
MECHANICAL PIPING SYMBOLS
EXISTING PIPE TO REMAIN
PIPE TO BE DEMOLISHED
ABOVE GROUND PIPING
NOMINAL PIPE SIZE
BELOW GROUND PIPING
PIPE SLOPE (WHEN APPLICABLE)
MECHANICAL DEVICES
VALVE TYPES
PIPE RISE / DROP
2"
1/8" / 12" SLOPE
(E)
CHWR
CHWS
GCHWR
GCHWS
CD
CWR
CWS
GHWR
GHWS
GWR
GWS
HWR
HWS
NER
NES
G
LP
RL
RS
RD
LPS
LPCR
PC
HPS
HPCR
CHILLED-WATER RETURN
CHILLED-WATER SUPPLY
GLYCOL CHILLED-WATER RETURN
GLYCOL CHILLED-WATER SUPPLY
CONDENSATE DRAIN
CONDENSER-WATER RETURN
CONDENSER-WATER SUPPLY
GLYCOL HEAING-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)
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
AHU-1 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
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 DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. REFER TO MECHANICAL
SPECIFICATIONS FOR EXTENT OF DUCT INSULATION AND LINER AND ADJUST SHEET METAL
DIMENSION.
6 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.
7 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE
CONTRACT DOCUMENTS.
8 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.
9 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.
10 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 TRANSITION PIPING AND DUCTWORK SIZES TO MATCH THE SIZE OF EQUIPMENT CONNECTION.
10 ALL PIPE AND DUCT SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL
ANOTHER SIZE IS SHOWN.
11 FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER
TO DETAILS, SCHEDULES, AND SPECIFICATIONS.
12 INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN
INSTALLATION INSTRUCTIONS, AT A LEVEL OF WORKMANSHIP CONSISTENT WITH THE
SPECIFICATIONS.
13 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.
14 INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS.
15 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..
16 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE
CONTRACT DOCUMENTS.
17 IF CONTRACTOR ENCOUNTERS MATERIAL WHICH MAY CONTAIN ASBESTOS, IMMEDIATELY STOP
WORK IN THIS AREA AND NOTIFY THE OWNER.
18 DETAILS REFERENCE ALL SHEETS.
19 INSTALL ALL PIPING AND DUCTWORK WITHOUT FORCING OR SPRINGING.
20 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.
HVAC SHEET INDEX
M001 HVAC TITLE SHEET
MD101 MECHANICAL DEMO PLAN
M101 MECHANICAL PLAN
M500 MECHANICAL DETAILS
M600 MECHANICAL SCHEDULES
54321
54321
D C
B A
DATE REVISION
www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:4 :2
P
M
M001
HVAC
TITLE
SHEET
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
54321
54321
D C
B A
DATE REVISION
www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:4 :2
P
M
MD101
MECHANICAL
DEMO
PLAN
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
1/4" = 1'-0"
STORAGE BUILDING MECHANICAL DEMO PLAN
22"x6"
SWS1 330
TYP. X 6
T
54321
54321
D C
B A
DATE REVISION
www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:4 :2
P
M
M101
MECHANICAL
PLAN
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
KEYNOTES
1 EXISTING FAN COIL. REMOVE AND REPLACE EXISTING FILTER WITH NEW. CLEAN EXISTING COIL.
2 RELOCATE EXISTING THERMOSTAT TO NEW LOCATION.
1/4" = 1'-0"
STORAGE BUILDING MECHANICAL PLAN
2" MINIMUM
HORIZONTAL LINE
30°
AIR FLOW
OPPOSED BLADE DAMPER (O.B.D.)
54321
54321
D C
B A
DATE REVISION
www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:4 :2
P
M
M500
MECHANICAL
DETAILS
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
NOT TO SCALEM500
1 SUPPLY REGISTER
54321
54321
D C
B A
DATE REVISION
www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:4 :2
P
M
M600
MECHANICAL
SCHEDULES
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
SWS1 SIDE WALL SUPPLY DIFFUSER PRICE 620
SIDE WALL SUPPLY REGISTER WITH OPPOSED BLADE DAMPER, DOUBLE
DEFLECTION, 3/4" BLADE SPACING, BAKED ENAMEL FINISH.
SYMBOL DESCRIPTION
MANUFACTURER &
MODEL
SPECIFICATION
REGISTERS, DIFFUSERS AND GRILLES
EV EV
DO
TV
J
FB PT
#-a
LC
CO
F S
D
R
XXX
XXXX
XX
X X
X W
A P
W A
P X
X
J
#-a
X##
TC
T
CR
D
0 cd
0 cd
0 cd
0 cd
F
F
VFD
M
XX
EXIT SIGNAGE
SHADING & ARROWS INDICATE FACES &
DIRECTIONAL CHEVRONS
WALL-MOUNTED FIXTURES, TYPICAL
(VARIOUS SYMBOLS)
LINEAR, CEILING MOUNTED LIGHT FIXTURE
(VARIOUS DIMENSIONS, DOTS INDICATE PENDANT
MOUNT)
RECESSED DOWNLIGHT FIXTURE
CHEVRON INDICATES WALL WASH
DIRECTIONAL LIGHT, TRACK OR FLOOD LIGHT
LINEAR LIGHT, TAPE LIGHT
LIGHTING FIXTURE SYMBOLS LEGEND
NOTE:
1. SWITCH IDs ARE UNIQUE PER SPACE.
2. ID TAGS MAY BE USED ON CONTROL DEVICES OTHER THAN SWITCHES, SUCH AS OCCUPANCY
SENSORS, POWER PACKS OR ROOM CONTROLLERS.
3. ABSENCE OF A SWITCH DESIGNATION ON A LIGHTING FIXTURE INDICATES FIXTURE IS
CONTROLLED BY THE ONLY SWITCH IN THE SPACE.
4. AN "x" IN PLACE OF THE SWITCH DESIGNATION INDICATES UNSWITCHED.
a
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
CEILING 1, 2, 4
CEILING
AS NOTED
AS NOTED
WALL/CEILING
WALL/CEILING
1, 2
1,2
1, 2, 14
1, 2
1, 3, 5, 7, 12
1, 3, 5, 7, 12
POWER SYMBOLS LEGEND
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
S
WALL MOUNTED RECEPTACLE
SWITCHED RECEPTACLE
EMERGENCY RECEPTACLE
GROUND FAULT RECEPTACLE
RECEPTACLE MODIFIERS:
##": HEIGHT AFF O.C.
WP: WEATHERPROOF W/ IN-USE COVER
T: TAMPER-PROOF
U: RECEPTACLE WITH USB OUTLET
G: GROUND FAULT PROTECTED @ BREAKER
H: HOSPITAL GRADE
18"
18"
D Q SP
18"
18"
RECEPTACLE (SPECIFIC HEIGHT)
ISOLATED GROUND RECEPTACLE
7, 25, 30
7, 8
18"
SWITCH MODIFIERS:
K: KEYED
T: TIMER
M: MANUAL STARTER THERMAL
OVERLOAD SWITCH
EMERGENCY POWER OFF PUSH BUTTON
DOOR OPENER PUSH PLATE
ELECTRICAL POWER METER
FUSED DISCONNECT SWITCH
TOMBSTONE RECEPTACLE
CORD REEL, DEVICE VARIES
CORD DROP, DEVICE VARIES
MULTI-OUTLET ASSEMBLY
FILLED SQUARES INDICATE 120V OUTLET
OPEN SQUARES INDICATE WITH USB
SINGLE / DUAL PORT ELECTRICAL VEHICLE
CHARGER
POWER POLE
NON-FUSED DISCONNECT SWITCH
MAGNETIC STARTER
MAGNETIC STARTER WITH FUSED DISCONNECT
PUSHBUTTON
VARIABLE FREQUENCY DRIVE
TRANSFORMER:
SEE SINGLE-LINE DIAGRAM FOR DESCRIPTION &
REQUIREMENTS.
7, 24, 30
GENERAL LEGEND
SYMBOL DESCRIPTION NOTES
SOLID ARCHED LINES INDICATE UNSWITCHED
POWER CIRCUITING
DASHED ARCHED LINES INDICATE SWITCHED
POWER CIRCUITING
ONE CIRCUIT, HOME RUN TO PANEL
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
4" CONCRETE
BASE
POWER DISTRIBUTION PANEL 6'-6" TO TOP
FLUSH PANELBOARD 6'-6" TO TOP
SURFACE PANELBOARD 6'-6" TO TOP
TWO CIRCUITS, HOME RUN TO PANEL -
THREE CIRCUITS, HOME RUN TO PANEL -
CONDUIT RUN CONCEALED IN FLOOR OR GROUND -
CONDUIT RUN CONCEALED IN WALL OR CEILING -
CONDUIT UP -
CONDUIT DOWN -
CONDUIT STUB LOCATION CAP CONDUIT
CONDUIT / CIRCUIT CONTINUATION -
GROUND BUS BAR
CABLE TRAY
SOLID BOTTOM
LADDER
BASKET
MOUNTING
AS NOTED
7+18"
EQUIPMENT CEILING RACK
EQUIPMENT CABINET/RACK
EQUIPMENT 2-POST CABINET/RACK
TELEPHONE DEMARCATION BOARD +18"
FLOOR 18,
SEE SPEC.
WALL / FLOOR 18,
SEE SPEC.
CEILING
EXISTING --
DEMO --
TEMPORARY --
NEW --
CONDUIT
OHP: OVERHEAD POWER SERVICE
UGP: UNDERGROUND POWER
SERVICE
UGF: UNDERGROUND FIBER
SERVICE
TEL: TELEPHONE SERVICE
POWER DISTRIBUTION EQUIPMENT SYMBOLS
CIRCULAR, CEILING MOUNTED LIGHT FIXTURE
CENTER DOT INDICATES PENDANT
CEILING 1, 2, 4
CONTROLLED RECEPTACLE 7, 8+18" OR AS
NOTED
SPD PROTECTED RECEPTACLE 7+18" OR AS
NOTED
TIME CLOCK +48"
NOT IN CONTRACT --
MAGNETIC STARTER WITH BREAKER DISCONNECT
MOTOR
CEILING MOUNTED RECEPTACLE CEILING
TV BACKBOX FLAT PANEL
HEIGHT +12"
EMERGENCY LIGHTING UNIT, INTEGRAL BATTERY WALL/CEILING 1, 2, 3, 7
CW W: WALL C: CEILING
LIGHTING TAGS LEGEND
GENERAL LEGEND
SYMBOL DESCRIPTION NOTESMOUNTING
KEYNOTE
ROOM NAME & NUMBER
DIAGRAM TAG
MATCH LINE TAG
JUNCTION BOX
x
EXIT SIGNAGE WITH AUXILIARY HEAD
SHADING & ARROWS INDICATE FACES &
DIRECTIONAL CHEVRONS
AS NOTED S: SIMPLEX D: DUPLEX
Q: FOURPLEX SP: SPECIAL PURPOSE
FLOOR BOX / POKE-THRU
- SEE SCHEDULE FOR TYPE INFORMATION
AREA LIGHT POLE & FIXTURE
POST-TOP LIGHT POLE & FIXTURE
BOLLARD LIGHT
ARROWS INDICATE DIRECTION
SWITCH
SWITCH MODIFIERS:
3: 3-WAY
4: 4-WAY
K: KEYED
D: DIMMING
T: TIMER
P: SWITCH W/ PILOT LIGHT
CONCRETE
BASE
CONCRETE
BASE
CONCRETE
BASE
LIGHTING CONTROL SYMBOLS
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
46"
1, 14
REFER TO DIA
1, 14
REFER TO DIA
1, 14
REFER TO DIA
6, 7
STEP LIGHT FIXTURE AS NOTED 1,7
IN-GRADE LIGHT FIXTURE AS NOTED 1
MOMENTARY CONTACT SWITCH 46" 6, 7, 27
LOW VOLTAGE WALL STATION
(SUBSCRIPT INDICATES CONFIGURATION)
46" 6, 7
CEILING FAN CEILING 1
LIGHTING CONTACTOR
LIGHTING CONTROL TOUCH SCREEN
WALL
46"
SENSORS/SWITCHES:
PC: PHOTO-ELECTRIC CONTROL
OS: OCCUPANCY SENSOR SWITCH
DL: DAYLIGHT HARVESTING SENSOR
AS NOTED 6, 7, 27
6, 7
6, 7
SWITCH PACKS:
AP: AUXILIARY PACK
PP: POWER PACK
ABOVE
CEILING
CONTROL:
RC: DIGITAL ROOM CONTROLLER
(SUBSCRIPT = NUMBER OF RELAYS)
EP: EMERGENCY LIGHTING CONTROL
UNIT
ABOVE
CEILING
REFER TO DIA
AND SPEC
FIRE ALARM SYMBOLS LEGEND
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
+94" WALL /
CEILING OR AS
NOTED
7, 26AUDIBLE ANNUNCIATION
(BLANK): HORN
LF: LOW FREQUENCY HORN
SP: SPEAKER
FB: FIRE BELL
+46" 7, 26MANUAL PULL STATION
+94" WALL /
CEILING OR AS
NOTED
VISIBLE ANNUNCIATION, CANDELA AS INDICATED
(BLANK): CLEAR STROBE
B: BLUE STROBE
A: AMBER STROBE
+94" WALL /
CEILING OR AS
NOTED
AUDIBLE/VISIBLE ANNUNCIATION, CANDELA AS
INDICATED
(BLANK): CLEAR STROBE
B: BLUE STROBE
A: AMBER STROBE
LF: LOW FREQUENCY HORN
SP: SPEAKER
+94" WALL /
CEILING OR AS
NOTED
REMOTE INDICATOR w/ TEST SWITCH
CEILING 26SMOKE DETECTOR
CEILINGHEAT DETECTOR
CEILINGCARBON MONOXIDE DETECTOR
CEILINGBEAM DETECTOR
T: TRANSMITTER
R: RECEIVER
CEILINGCOMBINATION DETECTOR (UP TO THREE)
CEILINGDUCT SMOKE DETECTOR
DUCTFIRE/SMOKE DAMPER
AS INDICATEDDOOR HOLDER
AS INDICATEDDOOR CLOSER
+46" 7, 26FIRE SERVICE PHONE
26ADDRESSABLE MODULE
AIM: ADDRESSABLE INPUT MODULE
AOM: ADDRESSABLE OUTPUT MODULE
AIO: ADDRESSABLE INPUT/OUTPUT
+46" 7, 21, 26FIRE ALARM CONTROL UNIT
EVAC: VOICE EVACUATION CONTROL
PANEL
FAA: FIRE ALARM ANNUNCIATOR
FACP: FIRE ALARM CONTROL PANEL
FATC: FIRE ALARM TERMINAL CABINET
NACP: NOTIFICATION APPLIANCE
CIRCUIT PANEL
FAMN: FIRE ALARM MASS
NOTIFICATION PANEL
TW: TWO WAY COMMUNICATION
INTERCOM
TWZ: TWO WAY COMMUNICATION
CONTROLLER
26SUPERVISORY or INTERFACE DEVICE
PIV: POST INDICATOR VALVE
PS: PRESSURE SWITCH
R: NON-ADDRESSABLE RELAY
VS: VALVE SUPERVISORY SWITCH
FS: FLOW SWITCH
TS: TAMPER SWITCH
WF: WATER FLOOD SENSOR
CW W: WALL C: CEILING
DATA NETWORK SYMBOLS LEGEND
SYMBOL DEVICE/FIXTURE DESCRIPTION MOUNTING NOTES
DATA OUTLET (SINGLE CABLE)
18" WALL/
FLOOR/CEILING
DATA OUTLET (TWO CABLES)
18" WALL/
FLOOR/CEILING
DATA OUTLET (THREE CABLES)
18" WALL/
FLOOR/CEILING
SERIES-X COAXIAL CABLE OUTLET
DISTRIBUTED ANTENNA SYSTEM (DAS)
PUBLIC SAFETY AND/OR
CELLULAR/COMMERCIAL
ANT: ANTENNA
BDA: BI-DIRECTIONAL AMPLIFIER
SPL: SPLITTER
VIA: VIA
108" WALL,
CEILING,
ABOVE
CEILING, OR AS
NOTED
WIRELESS ACCESS POINT*
96" WALL/
CEILING
W F C W: WALL F: FLOOR C: CEILING
18" WALL/
FLOOR/CEILING
CW W: WALL C: CEILING
EQUIPMENT SYSTEM PANELS
ACS: ACCESS CONTROL PANEL
IDS: INTRUSION DETECTION PANEL
PSP: POWER SUPPLY PANEL
RP#: LIGHTING PANEL
DAS: DISTRIBUTED ANTENNA SYSTEM
ERCCS: FIRST RESPONDERS RADIO SYSTEM
CATV: CABLE TV CONTENT EQUIPMENT
7, 8, 13
CEILING
CEILING
+46"OR AS
NOTED
7, REFER TO
SPEC
+46" 7
+46" 7
9, 10
9, 10, 11
+72" TO TOP
+60" TO TOP
18, SEE SPEC.
7, 22
A a
FIXTURE ID (UPPERCASE UNDERLINED LETTER)
PANEL ID (NUMBERS & UPPERCASE LETTERS) - CIRCUIT NUMBER
RELAY ID (UPPERCASE LETTERS)
FIXTURE CONTROL ZONE ID (LOWERCASE LETTER)
#: INDICATES SWITCH TYPE
LOWERCASE LETTER: INDICATES SWITCH ID
DEVICES WITH A CHEVRON INDICATE TO
COORDINATE WITH MILLWORK PRIOR TO ROUGH-IN.
ELEVATION TAG. HATCHED AREA INDICATES
WHICH WALL, NUMBER INDICATES VIEW, AND
CENTER NUMBER INDICATES WHICH SHEET.
REVISION CLOUD DELTA. SHOWN WITH CLOUD
AND INDICATES A CHANGE PER THE TITLE BLOCK.
TAG FOR MECHANICAL, KITCHEN, AND SHOP
DEVICES. REFER TO SCHEDULES FOR INFO.
EF-XX
EMERGENCY EGRESS LIGHT FIXTURE CEILING 1, 2, 3, 4
CRITICAL EGRESS LIGHT FIXTURE CEILING 1, 2, 3, 4
9, 10, 11
9, 10, 11
+46" 7
9, 10
+46" 7
+60" TO TOP
+60" TO TOP
+60" TO TOP
+60" TO TOP
+60" TO TOP
LOCATE AT
DEVICE
9, 10, 11
+60" TO TOP
FLOOR
AS NOTED 20
7, 24, 30
25, 30
+46" 7
COUNTER TOP
7, 26
7, 26
7, 26
7, 24, 30
7, 24, 30
7, 24, 30
7, 24, 30
MATCH LINE
SEE -/---
ROOM NAME
S T A TE OF UT A
H
PR
OF
ES
SIONAL ENGINEER
No. 7892177-2202
IAN
MADISON
6/2/2026
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:1
:5
P
M
E001
ELECTRICAL
SYMBOLS
AND
NOTES
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e
U ta h
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
M
A Y
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
ELECTRICAL SHEET LIST
E001 ELECTRICAL SYMBOLS AND NOTES
E002 ELECTRICAL NOTES, LEGENDS
ED101 ELECTRICAL DEMOLITION PLAN
E101 MAIN LEVEL ELECTRICAL PLAN
E501 ELECTRICAL DIAGRAMS
E601 ELECTRICAL SCHEDULES
SYMBOL LEGEND GENERAL NOTES
1. REFER TO LUMINAIRE SCHEDULE FOR FIXTURE TYPES, MOUNTING
REQUIREMENTS, WATTAGE & DETAILS.
2. WIRE LIGHT FIXTURE FROM ADJACENT JUNCTION BOX.
3. CONNECT NEAREST UN-SWITCHED HOT CONDUCTOR TO EMERGENCY BALLAST.
4. LIGHT FIXTURES ARE SCALED WITHIN THE DRAWINGS BASED ON ACTUAL
DIMENSIONS.
5. REFER TO DRAWINGS FOR DIRECTIONAL ARROWS.
6. SUBSCRIPT INDICATES FIXTURES TO BE CONTROLLED.
7. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THE FINISHED FLOOR.
8. NOT USED.
9. NEMA TYPE 'ND' NON-FUSED UNLESS NOTED 'F' (FUSED). USE HEAVY DUTY (HD)
DEVICE FOR 480 VOLT.
10. SIZE TO THE EQUIPMENT BEING CONTROLLED.
11. PROVIDE H.O.A. & S.S. PUSHBUTTONS AS REQUIRED.
12. DOUBLE ARROWS INDICATES A DOUBLE FACE UNIT.
13. FOR WATER COOLER LOCATION, REFER TO DIAGRAM R002. FOR ALL OTHER
LOCATIONS, MOUNT AT +16" TO BOTTOM OF BOX FROM FINISHED FLOOR, OR AS
NOTED.
14. ARROWS SHOWN ON DEVICE INDICATE AIMING DIRECTION.
15. COORDINATE WITH DOOR HARDWARE SUPPLIER.
16. MOUNT ON TRACK OF OVERHEAD DOOR, 6" FROM TOP OF DOOR, UNLESS
OVERHEAD DOOR IS A ROLL UP DOOR, THEN MOUNT PER MANUFACTURER'S
INSTRUCTIONS.
17. INSTALL DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
18. DASHED LINE INDICATES EQUIPMENT CLEARANCES. ARROW INDICATES FRONT OF
RACK.
19. HEIGHT MEASURED TO BOTTOM OF THE DEVICE FROM FINISHED FLOOR.
20. PROVIDE MUD RING &/OR BOX COVER APPROPRIATE FOR DEVICE/FIXTURE
SERVED.
21. REFER TO DIAGRAMS, ELEVATIONS, & SCHEDULES FOR CUSTOM ROUGH-IN
REQUIREMENTS.
22. ROUGH-IN TO BE HORIZONTAL.
23. REFER TO MANUFACTURER'S RECOMMENDED CABLE REQUIREMENTS FOR EXACT
CABLE REQUIRED.
24. FOLLOW BICSI STANDARDS FOR CABLE ROUTING & DISTANCES.
25. SUBSCRIPT INDICATES NEMA CONFIGURATION.
26. USE A 4" X 4" BOX WITH A MUD RING TO MATCH THE DEVICE & INSTALLATION.
27. USE WITH POWER PACK.
28. PROVIDE UL LISTED DEVICE COMPATIBLE WITH THE FIRE ALARM PANEL/SYSTEM.
29. CAMERA TYPES ARE INDICATED INSIDE THE CAMERA SYMBOL.
30. SOLID BOX AROUND DEVICE INDICATES INSTALLED IN FLOOR. DASHED BOX
AROUND DEVICE INDICATES INSTALLED IN CEILING.
31. WALL DEVICES NOTED WITH A CHEVRON INDICATE THE PROPOSED INSTALLATION
HEIGHT. COORDINATE WITH MILLWORK SHOP DRAWINGS & ELEVATIONS FOR
HEIGHT.
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J U
N E
S T A TE OF UT A
H
PR
OF
ES
SIONAL ENGINEER
No. 7892177-2202
IAN
MADISON
6/2/2026
54321
54321
D C
B A
DATE REVISION
ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om ww w.ffk r.c om
05/ 16/2 016 J WS
PROJECT NUMBER
/2
/2
:1
:5
P
M
E002
ELECTRICAL
NOTES,
LEGENDS
S T
G
E O
R G
E P
O L
IC
E
C A
M P
U S
C
H A
R L
IE
N
E
S t.
G e o rg e
U ta h
C
O N
S T
R U
C T
IO
N
D O
C U
M E
N T
S
M A
Y
S t.
G e o rg e P o lic e D e p a rt m e n t
25010
FIRE ALARM GENERAL NOTES
1. CONNECT ELEVATOR LOBBY SMOKE DETECTORS TO ELEVATOR CONTROLLER FOR ELEVATOR
RECALL. PROVIDE SHUNT TRIP DEVICE AT DISCONNECT FOR ALL ELEVATOR CONTROLLERS.
PROVIDE A HEAT DETECTOR AT THE TOP OF ELEVATOR SHAFT AND ADJACENT TO EACH
SPRINKLER HEAD IN ALL ELEVATOR MACHINE ROOMS. ACTIVATION OF HEAT DETECTOR TO
INITIATE SHUNT-TRIP.
2. PROVIDE #14 AWG MINIMUM WIRING FOR ALL SIGNAL AND INITIATION DEVICES.
3. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR AND PARALLEL TO BUILDING
LINES. ALL EXPOSED CONDUIT ROUTING SHALL BE COORDINATED WITH OWNER'S REP PRIOR
TO INSTALLATION. NO ADDITIONAL COST TO THE OWNER WILL BE ALLOWED FOR RELOCATING
CONDUIT DUE TO LACK OF COORDINATION WITH THE OWNER'S REP.
4. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .