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

Other files attached to RFP - SGPD CAMPUS PROJECT, newest first.
File Type Posted
8-3- SGPD Campus Project RFP.pdf PDF
1-sample - CERTIFICATE OF INSURANCE.pdf PDF
7-Bravo CDs SGPD Campus 20260603.pdf PDF
9-4- SGPD CAMPUS PROJECT MANUAL.pdf PDF
2-GENERAL CONDITIONS rev 09.04.25.pdf PDF
10-2- BID TERMS.pdf PDF
4-1- INFORMATION FOR PROPOSALS.pdf PDF
3-sample - CONSTRUCTION CONTRACT.pdf PDF
5-Alpha CDs SGPD Campus 20260603.pdf 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 .