5-Alpha CDs SGPD Campus 20260603.pdf

PROJECT DESCRIPTION

ABBREVIATIONS

DRAWING INDEXVICINITY 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. ITEM 1

2. ITEM 2

3. ITEM 3

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

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54321

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B A

DATE REVISION

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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

/3

/2

:4 :2

P

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GI000

COVER

SHEET

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25-010

ST. GEORGE POLICE STATION

RENOVATION - ALPHA

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

2766 SOUTH MAIN STREET

SALT LAKE CITY, UT 84115

801-355-5656

STRUCTURAL ENGINEER

RESOLUT GROUP

230 N 1680 E, BLDG V

ST. GEORGE, UT 84770

435-674-4800

MECHANICAL 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 84770

435-674-4800

ELECTRICAL ENGINEER

CIVIL SCIENCE

1453 S DIXIE DR, SUITE 150

ST. GEORGE, UT 84770

435-668-4023

CIVIL ENGINEER

FFKR ARCHITECTS

730 PACIFIC AVE.

SALT LAKE CITY, UT 84106

801-521-6186

LANDSCAPE ARCHITECT

SHEET NUMBER SHEET NAME

GENERAL INFORMATION

GI000 COVER SHEET

GI002 SIGNAGE

GI003 ACCESSIBILITY COMPLIANCE

GI004 ACCESSIBILITY COMPLIANCE

GI005 ACCESSIBILITY COMPLIANCE

GI100 CODE ANALYSIS - ALPHA

GI101 LIFE SAFETY PLANS

ARCHITECTURAL DEMO

AD101 BASEMENT LEVEL DEMO PLAN

AD102 MAIN LEVEL DEMO PLAN

AD121 BASEMENT LEVEL DEMO RCP

AD122 MAIN LEVEL DEMO RCP

AD131 ROOF DEMO PLAN

ARCHITECTURAL

AE101 BASEMENT LEVEL FLOOR PLAN

AE102 MAIN LEVEL FLOOR PLAN

AE111 BASEMENT LEVEL FRAMING PLAN

AE112 MAIN LEVEL FRAMING PLAN

AE121 BASEMENT LEVEL RCP

AE122 MAIN LEVEL RCP

AE131 ROOF PLAN

AE201 EXTERIOR ELEVATIONS

AE202 EXTERIOR ELEVATIONS

AE301 WALL SECTIONS

AE401 ENLARGED PLANS AND ELEVATIONS

AE402 ENLARGED PLANS AND ELEVATIONS

AE501 TYPICAL DETAILS

AE502 TYPICAL CEILING DETAILS

AE601 DOOR TYPES AND SCHEDULE

AE601.1 LOWER LEVEL DOOR HARDWARE FXN

AE601.2 MAIN LEVEL DOOR HARDWARE FXN

AE610 PARTITION TYPES

AE801 MILLWORK DETAILS

ARCHITECTURAL FINISH

AF100 FINISH SCHEDULE

AF101 BASEMENT LEVEL FINISH PLAN

AF102 MAIN FLOOR FINISH PLAN

AF111 BASEMENT LEVEL FURNITURE PLANS

AF112 MAIN LEVEL FURNITURE PLAN

AF501 TYPICAL FINISH DETAILS

PLUMBING

P001 PLUMBING TITLE SHEET

PD101 BASEMENT LEVEL PLUMBING DEMO PLAN

PD102 MAIN LEVEL PLUMBING DEMO PLAN

P101 BASEMENT LEVEL PLUMBING PLAN

P102 MAIN LEVEL PLUMBING PLAN

P600 PLUMBING SCHEDULES

FIRE PROTECTION

F001 FIRE PROTECTION TITLE SHEET

F101 BASEMENT LEVEL FIRE PROTECTION PLAN

F102 MAIN LEVEL FIRE PROTECTION PLAN

MECHANICAL

M001 MECHANICAL TITLE SHEET

MD101 BASEMENT LEVEL MECHANICAL DEMO PLAN

MD102 MAIN LEVEL MECHANICAL DEMO PLAN

M101 BASEMENT LEVEL MECHANICAL PLAN

M102 MAIN LEVEL MECHANICAL PLAN

M500 MECHANICAL DETAILS & SCHEDULES

ELECTRICAL

EE001 ELECTRICAL TITLE SHEET

EE002 ELECTRICAL DIAGRAMS

EE003 ELECTRICAL DIAGRAMS

ED101 BASEMENT LEVEL DEMO LIGHTING PLAN

ED102 MAIN LEVEL DEMO LIGHTING PLAN

ED111 BASEMENT LEVEL ELECTRICAL DEMO PLAN

ED112 MAIN LEVEL ELECTRICAL DEMO PLAN

EL121 BASEMENT LEVEL LIGHTING PLAN

EL122 MAIN LEVEL LIGHTING PLAN

EL600 LIGHTING SCHEDULES

EP101 BASEMENT LEVEL POWER/SYSTEMS FLOOR PLAN

EP102 MAIN LEVEL POWER/SYSTEMS FLOOR PLAN

EY001 SYSTEM NOTES, LEGENDS, & SCHEDULES

EY101 BASEMENT SYSTEMS PLAN

EY102 MAIN LEVEL SYSTEMS PLAN

EY500 SYSTEMS DETAILS

EY501 SYSTEMS DETAILS

PROJECT TEAM

SG POLICE

ALPHA BUILDING

Steve Beesley sbeesley@ffkr.com

N

E

E 200 N

S K Y

LIN

E D

R

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

RENOVATIONS OF THE ST GEORGE POLICE CAMPUS ALPHA

BUILDING ENTAIL MINOR UPDATES TO THE BASEMENT LOCKER

AND SHOWER FACILITIES, OFFICE MODIFICATIONS ON THE MAIN

LEVEL AND A REVISION OF THE MAIN LOBBY TO ENHANCE

CUSTOMER SERVICE. THE PROJECT INCLUDES THE ASSOCIATED

MODIFICATIONS TO THE ELECTRICAL AND MECHANICAL SYSTEMS.

NO STRUCTURAL MODIFICATIONS ARE INTENDED.

ELEVATOR

8"

6"

IN CASE OF

FIRE DO NOT

USE ELEVATOR

USE EXIT STAIRS

BRAILLE TEXT

AREA

BRAILLE TEXT

AREA

NOTE: ADA COMPLIANT

SIGN. RAISED COPY AND

BRAILLE. "MP" WITH

BACKGROUND COLOR

SELECTED BY OWNERS

REP.

NOTE: ADA COMPLIANT

SIGN. RAISED COPY AND

BRAILLE. "MP" WITH

BACKGROUND COLOR

SELECTED BY OWNERS

REP.

101-A

ROOM NAME

HARDWARE HEIGHT

M A

X

BRAILLE TEXT

AREA

RESTROOM

T O

C E

N T

E R

O F

S

IG

N

T O

C E

N T

E R

O F

S

IG

N

6"6"

NOTE: SYMBOL IS WHITE

ON A BLUE BACKGROUND

NOTE: SYMBOL IS WHITE

ON A BLUE BACKGROUND

WOMEN MEN

BRAILLE TEXT

AREA

BRAILLE TEXT

AREA

W M

6"

EXIT

BRAILLE TEXT

AREA

NOTE: ADA COMPLIANT SIGN.

RAISED COPY AND BRAILLE. "MP"

WITH BACKGROUND COLOR

SELECTED BY OWNERS REP.

6"

TO

EXIT

BRAILLE TEXT

AREA

NOTE: ADA COMPLIANT SIGN.

RAISED COPY AND BRAILLE. "MP"

WITH BACKGROUND COLOR

SELECTED BY OWNERS REP.

ROOM NAME

NOTE: COLOR AS SELECTED BY

OWNER REP.

NOTE: SIGN AND COMPONENTS TO

BE WEATHER APPROPRIATE FOR

EXTERIOR APPLICATIONS

NOTE: SIZE SIGN AS REQUIRED

FOR SCHEDULED VERBIAGE

OR AS REQUIRED

8" (+ OR -)

BRAILLE TEXT

AREA

A B C

54321

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SIGNAGE

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V A

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G E

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T R

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25-010

SCALE: 3" = 1'-0"

D2

SIGNAGE - ELEVATOR

SCALE: 3/8" = 1'-0"

D5

MOUNTING HEIGHT

SCALE: 3" = 1'-0"

D4

ADA RESTROOM SIGNS

SCALE: 3" = 1'-0"

D1

SIGNAGE DETAILS

5" MAX 15" MIN 3-1/2" MAX

(B) PARALLEL APPROACH(A) FORWARD APPROACH

DRINKING FOUNTAIN - SPOUT LOCATION

/4

M

A X

/4

T

O

/2

VERTICAL BEVELED

/2

M

A X

CARPET PILE THICKNESS

1/2" MAX.

PREDOMINANT DIRECTION OF TRAFFIC

GRATINGS

GRATING ORIENTATION

303. CHANGES IN LEVEL

LONG DIMENSION

PERPENDICULAR TO

ROUTE OF TRAVEL

/4

T

O

/2

VERTICAL/BEVELED

48"

(A)

HIGH FORWARD REACH LIMIT

48"

48"

Z

Y

X

Z

X

48"

NOTE: X SHALL BE < 25 IN. (635 MM.); Z SHALL BE > X.

WHEN X < 20 IN. (510 MM.), THEN Y SHALL BE 48 IN.

(1220 MM.) MAXIMUM. WHEN X IS 20 TO 25 IN. (510 TO

635 MM.), THEN Y SHALL BE 44 IN. (1120 MM.) MAXIMUM.

(B)

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

FIG 5

FORWARD REACH

308. REACH RANGES

UP

X

Y

Y

X

(B)

(A)

PLAN

ELEVATION OF

CENTER HANDRAIL

+1/-1

12" MIN

Y

A A

(C)

EXTENSION AT

BOTTOM OF RUN

(D)

EXTENSION AT

TOP OF RUN

NOTE: X IS THE 12" IN. MINIMUM HANDRAIL EXTENSION REQUIRED AT

EACH TOP RISER.

Y IS THE MINIMUM HANDRAIL EXTENSION OF 12" IN. PLUS THE

WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER

FIG 19

STAIR HANDRAILS

+1/-1

12" MIN

X

L E

S S

T H

A N

505. HANDRAILS

307. PROTRUDING OBJECTS

M

IN

4" MAX.

SIGN OR

OBSTRUCTION

LIMITS OF PROTRUDING OBJECTS

307.3 POST-MOUNTED OBJECTS. OBJECTS ON

POSTS OR PYLONS SHALL BE PERMITTED TO

OVERHANG 4 INCHES MAXIMUM WHERE MORE

THAN 27 INCHES AND NOT MORE THAN 80

INCHES ABOVE THE FLOOR. OBJECTS ON

MULTIPLE POSTS OR PYLONS WHERE THE

CLEAR DISTANCE BETWEEN THE POSTS OR

PYLONS IS GREATER THAN 12 INCHES SHALL

HAVE THE LOWEST EDGE OF SUCH OBJECT

EITHER 27 INCHES MAXIMUM OR 80 INCHES

MINIMUM ABOVE THE FLOOR.

SIGN OR

OBSTRU

CTION

SINGLE MULTIPLE

POST MOUNTED PROTRUDING OBJECTS

4" MAX.

O R

M

IN

M

A X

X > 12"

O R

M

IN

M

A X

.4" MAX.

MAX.

4"

403. ACCESSIBLE ROUTES

CLEAR WIDTH AT TURN

42" MIN. X 42" MIN.

X < 48"

M

IN

32" MIN.

36" MIN.

M

A X

M

IN

M A

X

32" MIN.

36" MIN.

60" MIN.

48"

30"

(A)

CLEAR FLOOR

SPACE

(B)

FORWARD

APPROACH

48"

(C)

FORWARD

APPROACH

30"

X

NOTE: X < 24 IN. (610 MM.).

X

48"

NOTE: X < 15 IN. (380 MM.).

(D)

CLEAR FLOOR SPACE IN ALCOVES

30"

6"

NOTE: X > 24 IN. (610

MM.), THEN AN ADDITIONAL

MANEUVERING CLEARANCE

OF 6 IN. (150 MM.) SHALL

BE PROVIDED AS SHOWN.

X

X

48"

12"

NOTE: IF X > 15 IN. (380

MM.), THEN AN ADDITIONAL

MANEUVERING CLEARANCE

OF 12 IN. (305 MM.) SHALL

BE PROVIDED AS SHOWN.

(E)

ADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES

305. CLEAR FLOOR SPACE

60" MIN

M

IN

(A)

60-IN. (1525-MM.)

DIAMETER SPACE

(B)

T-SHAPED SPACE

FOR 180ºTURNS

FIG 3

WHEELCHAIR TURNING SPACE

M

IN

M

IN

36" MIN12" MIN 12" MIN

304. TURNING SPACE

404. DOORS AND DOORWAYS

32" MIN. 32" MIN.

32" MIN.

32" MIN.

36" MIN.

M

A X

M

IN

18" MIN.

HINGED DOOR

MAXIMUM DOORWAY DEPTH

DETAIL

SLIDING DOOR

FOLDING DOOR

PULL SIDE

CLEAR DOORWAY WIDTH AND DEPTH

FRONT APPROACHES - SWINGING DOORS

PUSH SIDE

HINGE SIDE APPROACHES - SWINGING DOORS

M

IN

FRONT APPROACH - SLIDING

DOORS AND FOLDING DOORS

POCKET OR HINGE APPROACH -

SLIDING DOORS AND FOLDING DOORS

X*

PULL SIDE PUSH SIDE12" MIN.*

M

IN

Y

LATCH SIDE APPROACHES - SWINGING DOORS

24" MIN.

PULL SIDE PUSH SIDE

24" MIN.

M

IN

M

IN

M

IN

22" MIN.

12" MIN.*

M

IN

48" MIN.

60" MIN.

M

IN

24" MIN.

STOP OR LATCH APPROACH -

SLIDING DOORS AND FOLDING

DOORS

NOTE: ALL DOORS IN ALCOVES SHALL COMPLY

WITH THE CLEARANCES FOR FRONT

APPROACHES

TWO HINGED DOORS IN SERIES

M A

X

M

IN

LOCKS, LATCHES,

PULLS, EXIT

DEVICES

DOOR HARDWARE

MOUNTING HEIGHT

M

IN

M

IN

* IF BOTH CLOSER AND LATCH ARE PROVIDED

* IF BOTH CLOSER AND LATCH ARE PROVIDED

** 48" MINIMUM IF DOOR HAS

BOTH A CLOSER AND A LATCH

22" MIN.

* IF X=36" MIN. THEN Y=60" MIN.

IF X=42" MIN. THEN Y=54" MIN.

* 54" MINIMUM IF CLOSER IS

PROVIDED

* 48" MINIMUM IF CLOSER IS PROVIDED

48" MIN 48"

FIG 26

TWO HINGED DOORS IN SERIES @ CORRIDOR

54321

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REFERENCE NOTES

DATE REVISION

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ACCESSIBILITY

COMPLIANCE

S T

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25-010

C

LR

M

IN

60" CLR MIN

36" MIN 6" MAX

4" MIN

M

IN

6" MIN

M

IN

1'-6"

(I P C 5.

3.

1)

ALTERNATE

DOOR

LOCATION

TRANSFER SIDE

ACCESSIBLE COMPARTMENTS

ICC/ANSI SECTION 604.8.5 TOE CLEARANCE. THE

FRONT AND ONE SIDE OF THE COMPARTMENT

SHALL HAVE A TOE CLEARANCE THAT EXTENDS AT

LEAST 6" BEYOND THE TOILET PARTITION. THE

FRONT CLEARANCE IS NOT REQUIRED FOR

COMPARTMENTS THAT ARE GREATER THAN 62" IN

DEPTH. THE SIDE CLEARANCE IS NOT REQUIRED

FOR COMPARTMENTS THAT ARE GREATER THAN 65"

IN WIDTH.

24" MAX

36" MAX

M A

X

M A

X

42" MAX

(c) RECESSED DISPENSER

(b) PROTRUDING DISPENSER BELOW GRAB BAR

(a) PROTRUDING DISPENSER ABOVE GRAB BAR

42" MAX

24" MIN

M

IN

/2

M

IN

S E

C T

IO

N

.3

24" MIN

36" MAX

M A

X

12 MIN

SECTION 609.3

16" - 18"

604.7 ACCESSORIES AND EQUIPMENT

M

A X

T

O

35"

M

A X

B

O T

T O

M O

F S

H O

W E

R H

E A

D

M

A X

M

IN

M

A X

7"-9"

HEIGHT OF

HIGHEST

OPERABLE PART

ELEC. HAND

DRYER

GRAB BAR

SANITARY

NAPKIN

DISPOSAL

UNIT

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPENSER

PAPER

TOWEL

DISPENSER

VARIOUS

SHOWER

HEADS

SHOWER

CONTROLS1

/2

36" MAX.

FIRE EXTINGUISHER

CABINET

BABY CHANGING

STATION

M A

X

605 URINALS

30" CLEAR MIN.

Y

X

M A

X

" NOTE:

IPC 310.5 REQUIRES THAT THE

URINAL SCREEN EXTEND AT LEAST

18" FROM THE BACK WALL OR NOT

LESS THAN 6" BEYOND THE

OUTERMOST FRONT LIP OF THE

URINAL, WHICHEVER IS GREATER.

URINAL SCREENS OPTIONAL

FOR CHILDREN'S URINALS, X = 16"

MAX. AND Y = 44". FOR HC URINALS, X

= 17" MAX. AND Y = 44". ALL OTHER

URINALS, X = 24" AND Y = 48" MAX.

606. LAVATORIES AND SINKS

M

A X

M

IN

30" MIN.

D E

P T

H

M

IN

CLEAR

FLOOR

SPACE

LAVATORY CLEARANCES

6" MAX.

TOE

CLEARANCE

DEPTH

17" MIN.

8" MIN.

KNEE

CLEARANCE

M

IN

M

IN

M

IN

H

IG

H E

R O

F R

IM

O

R

M

A X

M

A X

INSULATE

DRAIN &

SUPPLY

LINES

CLEAR FLOOR SPACE AT LAVATORIES

NOTE: WHERE ENHANCED REACH

RANGE IS REQUIRED AT LAVATORIES,

FAUCETS AND SOAP DISPENSER

CONTROLS TO HAVE A REACH DEPTH

OF 11" MAX. OR IF AUTOMATIC TO BE

ACTIVATED WITH IN A REACH OF 11"

MAX. WATER AND SOAP FLOW TO BE

PROVIDED WITH A REACH DEPTH OF 11"

MAX.

LEVER OR

PADDLE

C O

U N

T E

R S

U R

F A

C E

B O

T T

O M

O F

R E

F L E

C T

IV

E

S

U R

F A

C E

O

C

H A

N G

IN

G

F

F A

C E

M

IN6

M

IN

608. SHOWER COMPARTMENTS

48" MIN.

M

IN

BACK

S E

A T

W A

L L

C O

N T

R O

L W

A L L

TRANSFER-TYPE

36" X 36"

END

WAL

L

60 " MIN.

M

IN

M

IN

LAV.

STANDARD ROLL-IN

30" X 60"

SHOWER COMPARTMENT

SHOWER SEAT DESIGN

L-SHAPERECTANGLE

M A

X

2 1/2" MAX.

/2

M A

X

15"-16"

16" MAX.

2 1/2" MAX.

M

A X

F U

L L D

E P

T H

O F

S T

A L L

M A

X

/2

M A

X

23" MAX.

NOTE: EITHER

TYPE IS

ACCEPTABLE

M

IN

4" MAX.

CONTROL

AREA

GRAB

BARS

M A

X

SEAT WALL BACK CONTROL WALL

TRANSFER TYPE 36" X 36" STALL

CONTROL

AREA

GRAB

BARS

BACK (LONG)SIDE SIDE

AT SEAT

27" MAX.

NOTE: SHOWER HEAD AND CONTROL AREA MAY BE

ON BACK (LONG) WALL (AS SHOWN) OR ON EITHER

SIDE WALL.

GRAB BARS AT SHOWER

STALLS

30" X 60"

STALL

STANDARD

ROLL-IN

6"

16" MIN.

36"

M

IN

M

IN

60"

S

ID

E

S

ID

E

12"

GRAB

BAR

DRAI

N

LAV.

ALTERNATE ROLL-INROLL-IN WITH SEAT

ROLL-IN SHOWER WITH FOLDING SEAT

M A

X

18"

18"

M

IN

M A

X

GRAB

BAR

GRAB

BAR

SHOWER SPRAY

ASSEMBLY. MIN.

60" LENGTH

HAND

SHOWER

M

A X

END

WAL

L

BACK WALL

GRAB BARS36" GRAB BARS

6" MAX.6" MAX.

M A

X

C

L R

SHOWER

CURTAIN

ROD

SHOWER

CURTAIN

ROD

SHOWER

CURTAIN

ROD

C

L R

SHOWER

CURTAIN

ROD

1/2"

THRESHOLD

1/2"

THRESHOLD

SLOPE

1/8" / 12", TYP.

MAX.

15"

M

IN

M

A X

MIN.

16"

M

A X

B A

R

A B

O V

E G

R A

B

SHOWER - BLOCKING DETAILS

6" 2' - 0"

/3

/4

TYP

4" MIN

6" 2' - 8" 2' - 8"

TYP

4" MIN

6"2' - 0"

TYP

4" MIN

WATER CLOSET - BLOCKING DETAILS

3' - 6"T Y

P

M

IN

10"

TYP

4" MIN

1' - 0"

6" 3' - 0"

TYP

4" MIN

604 TOILETS AND TOILET COMPARTMENTS

REAR WALL OF STANDARD STALL

SIDE WALLSAMBULATORY STALLS

STANDARD WHEELCHAIR

STALL DOOR SWING IN

(END OF ROW)

STANDARD WHEELCHAIR

STALL DOOR SWING OUT

42" MIN. LATCH

APPROACH ONLY,

OTHER APPROACHES

48" MIN.

CLEAR

FLOOR

SPACE

ALTERNATE

DOOR LOCATION

X-PROVIDE 36" LENGTH

FOR SIDE TRANSFER

TOILETS

GRAB BARS AT WATER

CLOSETS

SIDE

WALL

X

BACK WALL

REQUIRED CLEAR FLOOR SPACE AT WATER

CLOSETS

CLEAR

FLOOR

SPACE

42" MIN. 60" MIN.

54" MIN. 12" MAX.

42" MIN.

12" MAX.

M

IN

M

IN

39"-41"

12" MAX.

42" MIN.

36" MIN.

36" MIN.

M

IN

MOUNTED W.C.

56" W/ WALL

MOUNTED W.C.

59" W/ FLOOR

M A

X

4" MAX.

32" MIN.

M

IN

42" MIN.

MOUNTED W.C.

56" W/ WALL

M A

X

M

IN

M

IN

54" MIN.

12" MAX.

MOUNTED W.C.

59" W/ FLOOR

12" MIN.24" MIN.

36" MIN. 12" MAX. 42" MIN.

54" MIN.

M

IN

W A

L L H

U N

G

60" MIN.

GRAB

BAR

GRAB

BAR

GRAB

BAR

GRAB

BAR

39"-41"

GRAB BAR

1 1/2"

1 1/4"-2"

/2

M

IN

M

IN

* THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS,

SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE THE GRAB BAR TO BE 1

1/2" MIN.

604.6 FLUSH CONTROLS FLUSH CONTROLS SHALL BE HAND OPERATED OR

AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION

309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER

CLOSET.

604.6 FLUSH CONTROLS

6" MIN

M

IN

6" MIN

M

IN

604.9.5 TOILET COMPARTMENT TOE CLEAR.

(A)

ELEVATION

CHILD

(B)

ELEVATION

ADULT

PARTITIONPARTITION

5'-0"

M

IN

1'-6"

M A

X

12" MIN 24" MIN

3'-0"

M

IN

CLEAR

FLOOR

SPACE

ICC/ANSI FIGURE 604.3

W A

L L H

U N

G W

A T

E R

C L O

S E

T

F L O

O R

-M O

U N

T E

D W

A T

E R

C L O

S E

T

CL

604 WATER CLOSET - CLEAR FLOOR SPACE

ICC/ANSI 604

604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET

SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED

GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COST

HOOKS, SHELVES ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER

FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR

OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET

CLEARANCE.

604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR

AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH

SECTION FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE

WATER CLOSET.

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S T

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S T

A T

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N

R E

N O

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T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

4' -0

M

A X

1' -3

M

IN

M A

X

O

C H

A N

G

IN

G

R F

A C

E

3' -4

M

A X

3' -8

M

A X

T O

T O

P O

F S

H E

LF

T

.O . G

R A

B B

A R

M

IN

5' -0

" 1' -5

M A

X

2'-6" MIN.

3' -1

0" M

A X

5' -0

1'

-0

16" - 18"

36" MIN.

2' -2

M

A X

7" - 9"

54" MIN.

42" MIN. 12" MAX

CL

M A

X

6' -8

M

IN

4' -6

5' -0

4' -0

M

A X

CL

M A

X

2' -3

M

IN

9"

3'-4"

1' -6

PAPER

DISP.

TOILET

TOILET STALL

PARTITION

URINAL

STALL

PARTITION GRAB

BARS

GRAB

BARS

SANITARY

DISPOSAL

A

C C

E S

S

IB

LE

LO

C K

E R

S

FLUSH

CONTROL

FIRE

EXTINGUISHER

CABINETS

TOWEL

BAR

PAPER

TOWEL

DISPENSERS

WASTE

DISPOSAL

SANITARY

NAPKIN

DISPOSAL

CUP

DISPOSAL

LIGHT SWITCH,

THERMOSTAT

& FIRE ALARM

CLOTHES/ROBE

HOOKS

TYPICAL

OUTLET

DIAPER

CHANGING

STATION

FLOOR LEVEL

NOTES:

PROVIDE ADA COMPLIANT SIGN FOR

EACH RESTROOM. COORDINATE

WITH OWNER.

HOT WATER AND DRAIN PIPES MUST

BE, OR CONFIGURED TO PROTECT

AGAINST CONTACT. THERE SHALL BE

NO SHARP ABRASIVE SURFACES

UNDER LAVATORIES.

ALL WALL MOUNTED ITEMS REQUIRED

SOLID BLOCKING.

WHERE ENHANCED REACH RANGE IS

REQUIRED AT LAVATORIES, FAUCETS

AND SOAP DISPENSER CONTROLS TO

HAVE A REACH DEPTH OF 11" MAX. OR

IF AUTOMATIC TO BE ACTIVATED WITH

IN A REACH OF 11" MAX. WATER AND

SOAP FLOW TO BE PROVIDED WITH A

REACH DEPTH OF 11" MAX.

THE SPACE BETWEEN THE GRAB BARS

AND SHOWER CONTROLS, SHOWER

FITTINGS, AND OTHER GRAB BARS

ABOVE THE GRAB BAR TO BE 1 1/2" MIN.

TOILET SEATS ARE TO BE THE OPEN

TYPE AS REQUIRED BY IPC403

LOCATE ALL TOILET FLUSH VALVES ON

THE OPEN SIDE.

DRINKING FOUNTAIN MIRROR SOAP

DISPENSER

MEDICINE

CABINET

URINAL STALL TOILET AREATOILET

PAPER

DISPENSER

LOCKERS SIGNAGE ELEVATOR

CONTROLS

FLOOR LEVEL

M A

X

M A

X

M A

X

42" MAX.

RESTR OOM

SIGN -

MOUNTING

HEIGHTS

M A

X

MAX

8"

REQUIRED DEPTH MINIMUM

AT URINAL

M

IN6

"M

IN

M

IN

CL

M A

X

M A

X

M

IN

TOILET

FRONT VIEW

T O

C O

N T

R O

L S

M A

X

T O

V

IE

W

IN

G S

U R

F A

C E

T O

C O

N T

R O

LS

24" MIN. 12" MIN.

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G E

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IO

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O C

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J u n e

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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 POLICE STATION

PROPOSED USE POLICE STATION (ALPHA BUILDING)

MAIN OCCUPANCY B

ACCESSORY OCCUPANCY AREAS A-3, S-1

CONSTRUCTION TYPE IIB

NUMBER OF STORIES 2 STORIES

FIRE SPRINKLERS YES, FULLY SPRINKLERED

SETBACKS

FRONT 10'

REAR 28'-4"

SIDE 28'-4" WEST, 22'-4" EAST

IBC 506

TABLE 506.2 TABULAR ALLOWABLE AREA:

TYPE IIB / A-3 / S1 38,000 SQFT

506.2.4 - MIXED-OCCUPANCY, MULTISTORY BUILDINGS

Aa=[At + (NS x If)] Aa = 38000 + (9500 x .75) Aa = 45,125 SQFT

PROJECT INFORMATION

2 BUILDING REGULATIONS

4 ALLOWABLE BUILDING AREAS

BUILDING CODE

PROVIDED EXISTING TO REMAIN

NUMBER OF ELEVATORS PROVIDED 1

TOTAL STOPS 2

TYPE HYDRAULIC

ELEVATOR LOBBY

NOT REQUIRED PER IBC 2021 - 3006.1 & 3007.1 WHICH REFERENCE 403.6.1 & 405.4.3. AND THE

REQUIREMENT FOR ELEVATOR LOBBIES FOR UNDERGROUND OR HIGHRISE BUILDINGS

BUILDING IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM NOT SERVING FLOOR

LEVELS > 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS.

5 ELEVATOR

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

6 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

11 EXTERIOR WALL RATINGS & OPENINGS

MECHANICAL SHAFTS (VERTICAL ENCLOSURE) - 713.4 1-HOUR

STAIRWAY ENCLOSURE - 1023.2 1-HOUR

ELEVATOR ENCLOSURE - 3002.1 1-HOUR

10 ASSEMBLIES

508.2 -ACCESSORY OCCUPANCIES - ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE

ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. ACCESSORY

OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 508.2.1 THROUGH 508.2.4.

508.2.3 - ALLOWABLE BUILDING AREA - THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON

THE APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN OCCUPANCY OF THE BUILDING.

AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE

FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR

VALUES FOR NON-SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY

OCCUPANCY.

BASEMENT LEVEL AREA: 9,109 SQFT ALLOWABLE AREA: 9,109 *0.10 = 911 SQFT

PROVIDED: 649 SQFT OR 3.9% 3.9%<10% = OK

MAIN LEVEL AREA: 9,148 SQFT ALLOWABLE AREA: 9,148 *0.10 = 915 SQFT

PROVIDED: 0 SQFT OR 0% 0%<10% = OK

TABLE 506.2 - TYPE II-B, S1 ALLOWABLE AREA: 38,000 SQFT

PROVIDED: 18,257 SQFT 18,257 < 38,000 = OK

508.3 NON-SEPARATED OCCUPANCIES - BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH

THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NON-SEPARATED OCCUPANCIES.

508.3.3 SEPARATION - NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES.

EXCEPTIONS: 2. GROUP I-1, R-2, R-2 AND R-3 DWELLING UNITS AND SLEEPING UNITS SHALL BE

SEPARATED FROM OTHER DWELLING OR SLEEPING UNITS AND FROM OTHER OCCUPANCIES

CONTIGUOUS TO THEM IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 420.

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES

OCCUPANCY SEPARATION (HOURS)

A & B 1-HR

B & S-1 1-HR

8 OCCUPANCY SEPARATION REQ.

TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

12 EXIT REQUIREMENTS

AUTOMATIC FIRE SPRINKLER SYSTEM EXISTING NFPA 13 PROVIDED IN ACCORDANCE WITH

SECTION 903.3.3.1

FIRE ALARM SYSTEM NOT REQUIRED IN ACCORDANCE WITH SECTION 907.2.2 (B)

7 FIRE PROTECTION SYSTEMS

EMERGENCY POWER LOADS WILL BE PROVIDED TO THE FOLLOWING:

EXIT SIGNS AND MEANS OF EGRESS ILLUMINATION IBC SEC 1006

ELEVATOR (EXISTING TO REMAIN, NO WORK) SECTION 2.27 OF ASME A17.1 CSA B44 AND

IBC CHAPTER 27

14 SYSTEMS ON STANDBY

13 PLUMBING REQUIREMENTS

SEPARATE PERMITS:

• EMERGENCY FIRE ACCESS

• SIGNAGE

DEFERRED SUBMITTALS:

• FIRE SPRINKLERS

• FIRE ALARM

NOTES:

FIRE SPRINKLER AND FIRE ALARM APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE

COMMENCING ANY WORK ON THE SPRINKLER SYSTEM, PLANS MUST BE SUBMITTED AND

APPROVED BY THE FIRE DEPARTMENT.

15 SEPARATE PERMITS / DEFERRED SUBMITTALS

STRUCTURAL

• STEEL CONSTRUCTION

• CONCRETE CONSTRUCTION

• MECHANICAL AND ADHESIVE ANCHORS

ARCHITECTURAL

• FIRE RESISTANT PENETRATIONS AND JOINTS

MECHANICAL/PLUMBING

• DUCT SMOKE DETECTOR

ELECTRICAL

• SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTER

• CONDUCTORS

• EMERGENCY & STANDBY POWER SYSTEM(S)

16 SPECIAL INSPECTIONS

LEVEL 1 - ALLOWABLE AREA

*AREAS INCLUDE UNOCCUPIED SPACES, CIRCULATION & EXTERIOR OVERHANGS

MIXED-OCCUPANCY, MULTISTORY BUILDING

FOR THIS 2-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: 18,257 SF

A-3 OCC: 76 (38M, 38W)

NUMBER OF FIXTURES REQUIRED

TOTAL PROVIDED:

B OCC: 109 (54 M, 55 W)

OCCUPANCY GROUP MALE FEMALE

WATER CLOSETS DRINKING

FOUNTAIN

SERVICE

SINK

MALE FEMALE

LAVATORIES

2 2

21 7

BASEMENT LEVEL MAIN LEVEL

AREA (SF)

OCCUPANT

COUNT

OCCUPANCY GROUP FACTOR

150 GROSS

15 NET

300 GROSS

B

A-3

- UNCONCENTRATED

S-1

6,966 SFTOTALS

6,966 SF 46.4

TOTAL BUILDING OCCUPANCY 186.6 or 187 OCC.

1,139

1,004 SF 3.3

AREA (SF)

OCCUPANT

COUNT

9,148 SF 61

4 4

6 7

IBC 504

CONSTRUCTION TYPE: IIB

ALLOWED BUILDING HEIGHT PER TABLE 504.3 55'-0"

NUMBER OF STORIES 2

ALLOWED NUMBER OF STORIES PER TABLE 504.4 3

LOCAL ZONING C-4

ALLOWABLE HEIGHT 50'-0"

ACTUAL BUILDING HEIGHT 33'-0"

3 NUMBER OF STORIES

FUNCTION OF SPACE OCCUPANT LOAD FACTOR

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

300 GROSS

ASSEMBLY:

CONCENTRATED

STANDING SPACE

UNCONCENTRATED

7 NET

5 NET

15 NET

BUSINESS 150 GROSS

STORAGE S-1 300 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 - A: WITH SPRINKLER SYSTEM - 75 FEET

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. SEE SECTION 903 FOR

OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS ARE PERMITTED IN

ACCORDANCE WITH SECTION 903.3.1.2

OCCUPANCY - A & B; MAXIMUM OCCUPANT LOAD - 49

OCCUPANCY - S; MAXIMUM OCCUPANT LOAD - 29

SECTION 1009 - ACCESSIBLE MEANS OF EGRESS

1009.3 STAIRWAYS

IN ORDER TO BE CONSIDER PART OF AN ACCESSIBLE MEAN OF EGRESS, A STAIRWAY BETWEEN

STORIES SHALL COMPLY WITH SECTION 1009.3.1 THROUGH 1009.3.3

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY WITH SPRINKLER SYSTEM (FEET)

A, S-1 250'-0"

B 300'-0"

61126 9,148 SF

75.9

1:65 1:125 1 2

# OF FIXTURES # OF FIXTURES

S OCC: 4 (2M, 2W) 1:401:75 1 1

1:200 1:200

1:200 1:150

1 1

1 1 1:1000

1:500

1:100

.004

0.15

1.09

# OF FIXTURES # OF FIXTURES # FIXT # FIXT

OCCUPANCY

ALLOWABLE AREA

ACTUAL AREA

RATIO

B A-3 S-1 SUM

92,000 38,000 70,000 -

6,966 1,139 1,004 9,109

0.076 0.030 0.014 0.12

OCCUPANCY

ALLOWABLE AREA

ACTUAL AREA

RATIO

B SUM

92,000 -

9,148 9,148

0.099 0.099

LEVEL 2 - ALLOWABLE AREA

TOTALSUM 0.219*

1:25 then 1:50 over 50

1:25 then 1:50 over 50

1:40 then 1:80 over 80

1:40 then 1:80 over 80

9 BUILDING OCCUPANCY

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PROJECT NUMBER

/3

/2

:4 :2

P

M

GI100

CODE

ANALYSIS -

ALPHA

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

F

C

FEC

FEC F

E

C

FB FB FB FB

FB

FB

FB

FB

FB

FB

C R

F E

C F E

C

FEC

F E

C

P1

P1 P1 P1 P1

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

J

OPEN TO

BELOW

OPEN TO

BELOW

Assembly without Fixed Seats Unconcentrated

1139 SF/15 = 76 OCC

Warehouses

908 SF/500 = 2 OCC

Ac ce ss or y St or ag e Ar ea

SF

/3

O C

C

Business Area (Unconcentrated)

6426 SF/150 = 43 OCC

COMMON PATH

MAXIMUM = 100'

PROVIDED = 53'

TRAVEL DISTANCE

MAXIMUM = 300'

PROVIDED = 151'

TRAVEL DISTANCE

MAXIMUM = 250'

PROVIDED = 65'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 43'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 37'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 36'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 19'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 11'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 60'

32" PROV. CLEAR WIDTH 68" PROV. CLEAR WIDTH

29 85

TRAVEL DISTANCE

MAXIMUM = 300'

PROVIDED = 137'

OCCUPANCY TYPES

ASSEMBLY

BUSINESS AREA

ACCESSORY AREA

WAREHOUSES (S-1)

LEGEND

1 HOUR FIRE BARRIER

EGRESS PATH

OCCUPANCY AREA BOUNDARY

LIFE SAFETY ARROW

FIRE EXTINGUISHER

00 NUMBER OF OCCUPANTS

FEC

2 HOUR FIRE BARRIER

Business Area (Unconcentrated)

8723 SF/150 = 59 OCC

13 18

30" PROV. CLEAR WIDTH 32" PROV. CLEAR WIDTH

68" PROV. CLEAR WIDTH

COMMON PATH

MAXIMUM = 100'

PROVIDED = 19'

TRAVEL DISTANCE

MAXIMUM = 300'

PROVIDED = 50'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 27'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 29'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 17'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 28'

TRAVEL DISTANCE

MAXIMUM = 300'

PROVIDED = 115'

COMMON PATH

MAXIMUM = 100'

PROVIDED = 17'

TRAVEL DISTANCE

MAXIMUM = 300'

PROVIDED = 69'

54321

54321

D C

B A

DATE REVISION

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05/ 16/2 016 J WS

PROJECT NUMBER

/3

/2

:4 :2

P

M

GI101

LIFE

SAFETY

PLANS

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

T

25-010

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

A1

BASEMENT LEVEL LIFE SAFETY PLAN

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

A4

MAIN LEVEL LIFE SAFTEY PLAN

C

FEC

FEC F

E

C

FB FB FB FB

FB

FB

FB

FB

FB

FB

1 2 3 4 5

A

B

C

D

E

02.68

AD101

B4

1 2 3 4 5

A

B

C

D

E

02.57 02.52

TYP. TYP.

A

02.59

02.59

02.69C

02.70

02.69A

02.57

02.25

02.14

02.51A

02.56

02.51A

02.51B

A

4'

6"

1/ 2"

02.37

02.166

PARTITION DEMO LEGEND

DEMOLISH WALL FINISH AND WALL

FRAMING.

DEMOLISH WALL FINISH MATERIAL

ON SIDE OF WALL INDICATED ON

PLAN. STUD FRAMING TO REMAIN.

EXISTING

DEMOLISHED

NEW CONSTRUCTION

GRAPHIC LEGEND

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.

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

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05/ 16/2 016 J WS

PROJECT NUMBER

/3

/2

:4 :3

P

M

AD101

BASEMENT

LEVEL

DEMO

PLAN

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

T

25-010

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

A1

BASEMENT LEVEL DEMO PLAN

SCALE: 1/4" = 1'-0"

B4

MEN'S SHOWER AREA ENLARGED DEMO PLAN

02.14 EXISTING SHOWER PIPING TO REMAIN. PROTECT

FROM DAMAGE FOR REUSE.

02.25 EXISTING FLOOR DRAIN TO REMAIN.

02.37 DEMOLISH AND REMOVE EXISTING SHOWER HEAD

AND CONTROLS.

02.51A DEMOLISH WALL AND ASSOCIATED FINISHES.

02.51B DEMOLISH PORTION OF WALL AND ASSOCIATED

FINISHES AND PREPARE TO RECEIVE NEW DOOR; RE:

FRAMING PLANS AND DOOR SCHEDULE.

02.52 DEMOLISH WALL BASE.

02.56 DEMOLISH WALL FINISH.

02.57 DEMOLISH FLOOR FINISH MATERIAL. PREPARE

FLOOR TO RECEIVE NEW FLOORING.

02.59 DEMOLISH CABINETRY/MILLWORK. COUNTERTOP TO

REMAIN.

02.68 REPLACE GLASS IN DOOR PANELS WITH LAMINATED

GLASS PANELS; RE: DOOR SCHEDULE.

02.69A DEMOLISH LOCKERS. REPAIR WALL AND FLOOR AS

NEEDED SO THAT THEY ARE IN PLANE AND FINISHES

MATCH ADJACENT.

02.69C EXISTING LOCKERS TO BE REMOVED AND RETURNED

TO OWNER.

02.70 DEMOLISH BENCH. REPAIR FLOOR AS NEEDED AND

MATCH ADJACENT FINISHES.

02.166 DEMO FLOOR AND THICKSET FOR INSTALLATION OF

NEW THICKSET.

N

C F E

C

FEC

P1

P1 P1 P1 P1

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

F A

A

OPEN TO

BELOW

OPEN TO

BELOW

1 2 3 4 5

A

B

C

D

E

02.51A

02.58B

02.58C

02.58C

02.51A 02.58C

02.77

02.54

02.51A

02.55A

02.58A02.51B

02.65

02.57

02.52

1 2 3 4 5

A

B

C

D

E

K E

Y B

O X

02.593'

4" 7'

5"

02.35

3'

5/

8"

4" 3' - 4"

21.12

02.76

02.58F

02.169

PARTITION DEMO LEGEND

DEMOLISH WALL FINISH AND WALL

FRAMING.

DEMOLISH WALL FINISH MATERIAL

ON SIDE OF WALL INDICATED ON

PLAN. STUD FRAMING TO REMAIN.

EXISTING

DEMOLISHED

NEW CONSTRUCTION

GRAPHIC LEGEND

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.

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

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05/ 16/2 016 J WS

PROJECT NUMBER

/3

/2

:4 :3

P

M

AD102

MAIN

LEVEL

DEMO

PLAN

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

T

25-010

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

A1

MAIN LEVEL DEMO PLAN

02.35 RELOCATE LOCKERS TEMPORARILY DURING

CONSTRUCTION. REPLACE ONCE CONSTRUCTION IS

COMPLETE.

02.51A DEMOLISH WALL AND ASSOCIATED FINISHES.

02.51B DEMOLISH PORTION OF WALL AND ASSOCIATED

FINISHES AND PREPARE TO RECEIVE NEW DOOR; RE:

FRAMING PLANS AND DOOR SCHEDULE.

02.52 DEMOLISH WALL BASE.

02.54 DEMOLISH COUNTER AND ASSOCIATED SUPPORTS.

PROTECT FROM DAMAGE AND SAVE TO BE REUSED

IN NEW CONSTRUCTION.

02.55A DEMOLISH DRINKING FOUNTAIN AND ASSOCIATED

PIPING; RE: PLUMBING DRAWINGS AND

SPECIFICATIONS. PATCH WALL TO BE FLUSH WITH

FINISHES TO MATCH ADJACENT.

02.57 DEMOLISH FLOOR FINISH MATERIAL. PREPARE

FLOOR TO RECEIVE NEW FLOORING.

02.58A DEMOLISH DOOR PANEL AND FRAME. PREPARE

OPENING FOR NEW FRAMING; RE: FRAMING PLANS.

02.58B DEMOLISH DOOR PANEL AND FRAME. PREPARE WALL

TO RECEIVE NEW FINISH FOR WALL OPENING.

02.58C DEMOLISH DOOR PANEL AND FRAME.

02.58F DOOR TO BE REUSED IN NEW CONSTRUCTION.

02.59 DEMOLISH CABINETRY/MILLWORK. COUNTERTOP TO

REMAIN.

02.65 DEMOLISH PORTION OF WALL AND PREPARE WALL

TO RECEIVE NEW FIRE EXTINGUISHER CABINET.

DIMENSION IS +/-. GC TO ADJUST LOCATION TO FIT

NEW FE CABINET IN EXISTING STUD SPACE.

02.76 DEMOLISH KALWALL GLAZING UNITS IN AWNING ON

ALL LEVELS OF STRUCTURE. REPAINT STEEL.

PREPARE FOR REPLACEMENT.

02.77 SALVAGE STOREFRONT MULLIONS, GLAZING UNITS,

AND INTERCOM. PREPARE COMPONENTS FOR

RE-INSTALLATION IN WALL.

02.169 DEMO AND REMOVE WALL FINISHES IN WALL

OPENING. OPENING TO REMAIN AND BE PREPARED

FOR RELOCATED STOREFRONT, MULLIONS, GLAZING

UNITS, AND INTERCOM.

21.12 COORDINATE WITH FIRE ALARM SPECIALIST TO

DETERMINE IF FIRE ALARM PANEL & EQUIPMENT CAN

BE RELOCATED PRIOR TO DEMO.

P1

P1 P1 P1 P1

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

FB

1 2 3 4 5

A

B

C

D

E

02.53A

02.51A

02.51A

02.51B

02.53A

02.53B

02.76

EXISTING

DEMOLISHED

NEW CONSTRUCTION

GRAPHIC LEGEND

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.

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

ww w.ffk r.com ww w.ffk r.com ww w.ffk r.com ww w.ffk r.com

05/ 16/2 016 J WS

PROJECT NUMBER

/3

/2

:4 :3

P

M

AD121

BASEMENT

LEVEL

DEMO RCP

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

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

R G

E P

O L

IC

E D

E P

A R

T M

E N

T

25-010

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

A1

BASEMENT LEVEL DEMO RCP

02.51A DEMOLISH WALL AND ASSOCIATED FINISHES.

02.51B DEMOLISH PORTION OF WALL AND ASSOCIATED

FINISHES AND PREPARE TO RECEIVE NEW DOOR; RE:

FRAMING PLANS AND DOOR SCHEDULE.

02.53A DEMOLISH CEILING.

02.53B DEMOLISH PORTION OF CEILING AS NECESSARY TO

PREPARE FOR NEW LAYOUT.

02.76 DEMOLISH KALWALL GLAZING UNITS IN AWNING ON

ALL LEVELS OF STRUCTURE. REPAINT STEEL.

PREPARE FOR REPLACEMENT.

1 2 3 4 5

A

B

C

D

E

02.51A 02.53A

02.53A

02.51B

02.53A

02.51A

02.53A02.51B

02.51A

02.71

02.76

02.165

02.167

02.53B

EXISTING

DEMOLISHED

NEW CONSTRUCTION

GRAPHIC LEGEND

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.

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

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AD122

MAIN

LEVEL

DEMO RCP

S T

G

E O

R G

E P

O L

IC

E

S T

A T

IO

N

R E

N O

V A

T

IO

N

A L

P H

A

N

E

S

T

G E

O R

G E

U

T

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

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J u n e

S T

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T

25-010

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

A1

MAIN LEVEL DEMO RCP

02.51A DEMOLISH WALL AND ASSOCIATED FINISHES.

02.51B DEMOLISH PORTION OF WALL AND ASSOCIATED

FINISHES AND PREPARE TO RECEIVE NEW DOOR; RE:

FRAMING PLANS AND DOOR SCHEDULE.

02.53A DEMOLISH CEILING.

02.53B DEMOLISH PORTION OF CEILING AS NECESSARY TO

PREPARE FOR NEW LAYOUT.

02.71 DEMOLISH WINDOW/STOREFRONT AS PART OF WALL

ASSEMBLY.

02.76 DEMOLISH KALWALL GLAZING UNITS IN AWNING ON

ALL LEVELS OF STRUCTURE. REPAINT STEEL.

PREPARE FOR REPLACEMENT.

02.165 PATCH AND REPAIR DAMAGED CEILING - MATCH

EXISTING FINISHES.

02.167 DURING CONSTRUCTION VERIFY IF CEILING ON BOTH

SIDES OF BULKHEAD CAN BE REMOVED.

B

C

D

E

02.17

02.18

02.20

02.17

02.17

02.18

02.18

02.19

02.22

02.21

02.67

1 2 3 4 5

A

B

C

D

E

EXISTING

DEMOLISHED

NEW CONSTRUCTION

GRAPHIC LEGEND

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

TR…