24ARPA12 - Public Safety Center 3rd Floor Improvements - Drawings.pdf

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

Title Sheet

CW

T1

THIS DRAWING SET IS PART OF THE CONSTRUCTION DOCMENTS

SET FOR THIS PROJECT IN ADDITION TO THE PROJECT MANUAL.

City of Roseburg

Public Safety Center 3rd Floor Improvement 700 SE Douglas Ave, Roseburg, OR 97470

OWNER

City of Roseburg 900 S. E. Douglas Avenue Roseburg, OR 97470 Contact: Desirae Morin

ARCHITECT

Wilson Architecture 86530 Sanford Rd Eugene, OR 97402 Contact: Curt Wilson, AIA

SHEET INDEX

T1 TITLE SHEET

G001 ABBREVIATIONS AND SYMBOLS

G010 EXST CONDITIONS - FLR PLANS - ALL LEVELS

G113.1 BUILDING CODE INFORMATION

A001 SITE PLAN

D113.3 DEMO PLAN - THIRD FLOOR - NE

D123.3 DEMO CEILING PLAN - THIRD FLOOR -NE

A110 FLOOR PLAN - OVERALL

A112.3 FLOOR PLAN - SECOND FLOOR - NE

A113.3 FLOOR PLAN - THIRD FLOOR - NE

A122.3 CEILING PLAN - SECOND FLOOR - NE

A123.3 CEILING PLAN - THIRD FLOOR -NE

A129.3 ROOF PLAN - NE

A151 BUILDING SECTION

A160.1 WALL ASSEMBLIES

A160.2 FLOOR AND CEILING ASSEMBLIES

A161 DETAILS

A170 FINISH SCHEDULE

A171 INTERIOR ELEVATIONS

A172 INTERIOR ELEVATIONS

A180 DOOR AND WINDOW SCHEDULE

A193.3 FURNITURE PLAN - THIRD FLOOR

P100 PLUMBING SCHEDULE AND LEGEND

P112.3 PLUMBING PLAN - SECOND FLOOR - NE

P113.3 PLUMBING PLAN - THIRD FLOOR - NE

M100 MECHANICAL SCHEDULE AND LEGEND

M113.3 MECHANICAL PLAN - THIRD FLOOR - NE

M123.3 MECHANICAL PIPING PLAN - THIRD FLR - NE

E100 PANEL SCHEDULE, ONE LINE DIAGRAM

E113.3 POWER AND DATA PLAN - THIRD FLR - NE

E123.3 LIGHTING PLAN - THIRD FLOOR - NE

VICINITY MAP

10/03/2024

MECHANICAL ENGINEER

Systems West Engineers 725 A Street Springfield, OR 97477 Contact: Steven Savich

ELECTRICAL ENGINEER

Paradigm Engineering 85193 Appletree Drive Eugene, OR 97405 Contact: Jim Krumsick, PE

I-5

SE Oak Ave

SE

R os e

St

SE Douglas Ave

NE Diamond Lake Blvd

SE

S te ph en s S t

SE

R os e

St

SE Douglas Ave

SE

S te ph en s S t

SE Oak Ave

4' -2

4' -2

SD

Soap

Dispenser

3' -7

/2

3' -4

2' -6

2' -4

"4' -6

3' -4

M1 Mirror

(24" x 36")

FEC

Fire

Extinguisher Cabinet

FE

Fire

Extinguisher

PTD

Paper Towel

Dispenser

S18 Shelf (18")

SCD

Seat Cover Dispenser

SD

Sanitary Napkin

Disposal (Recessed)

TH

Towel Hook

TPD

Toilet Paper

Dispenser

2' -1

0"

GB's WC Back

Wall

2' -1

0"

3' -4

3'-0" 6"

1' -5

1' -6

3'-6" 1'-0"

3'-4"

2'-0"1'-6"

1' -6

1/

2"

DISPENSER

ZONE

GB2

GB3

GB3

GB1

GB's WC Side

Wall

4' -6

2' -1

0"

Mounting Height Schedule General Schedule - See Interior Elevations for Additional Requirements1/4" = 1'-0"

1 1/2" = 1'-0" Fire Extinguisher Cabinet

Wall Opening Standard Details - Plan Details1 1/2" = 1'-0"

3 1/2" to 4" Wide Framed Wall

5 1/2" and Wider Framed Wall

SEE PRODUCT INFO

FOR ROUGH

OPENING FILL SPACE BEHIND CABINET WITH RIGID

INSULATION AT INSULATED WALLS.

PLACE INSULATION TIGHT FROM STUD TO

STUD AND FILL GAPS TOP AND BOTTOM

TO REMAINDER OF INSULATION.

SEE SPECIFICATION SECTION 10 4400 - FIRE

PROTECTION SPECIALTIES FOR FIRE

EXTINGUISHER INTENDED FOR FRAMING

CAVITY DEPTH. “COSMOPOLITAN 1037V10

WITH VIEW WINDOW” BY JL INDUSTRIES

REPRESENTED IN THIS DRAWING.

SEE PRODUCT INFO

FOR ROUGH

OPENING SEE ABOVE FOR INSULATION.

SEE SPECIFICATION SECTION 10 4400 - FIRE

PROTECTION SPECIALTIES FOR FIRE

EXTINGUISHER INTENDED FOR FRAMING

CAVITY DEPTH. “COSMOPOLITAN 1036V10

WITH VIEW WINDOW” BY JL INDUSTRIES

REPRESENTED IN THIS DRAWING.

Accessible Water Closet Plan1/2" = 1'-0"

5'-0"

1' -6

5' -0

CLEAR FLOOR AREA

3'-6"

3'-4"

10"

3' -0

6"

GB 2

GB 3

WC

GB 1

Door Opening at Intersection Walls Metal Stud Framing - Plan3/4" = 1'-0"

ROUGH OPENING 4 1/2"

FULL HEIGHT STUD

FULL HEIGHT STUD

UNO

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW

Abbreviations, Symbols, and Standard Components

G001

SYMBOLS ABBREVIATIONS

A.B. ANCHOR BOLT

A.C. ASPHALTIC CONCRETE

ACT ACOUSTICAL CEILING TILE

ADD'L ADDITIONAL

A.D. AREA DRAIN

AFF ABOVE FINISH FLOOR

ARCH. ARCHITECT

BITUM. BITUMINOUS

BD BOARD

B.0. BOTTOM OF

C.B. CATCH BASIN

C.I. CAST IRON

C.J. CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CLG CEILING

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

C.T. CERAMIC TILE

D.L. DEAD LOAD

DIA. (∅) DIAMETER

DS DOWNSPOUT

DWG DRAWING

E.W. EACH WAY

EXST EXISTING

E.P. EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EXT EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN. FINISH

FLR. FLOOR

F.O. FACE OF

FRM'G FRAMSING

FT. FOOT

FTG FOOTING

FTR FUTURE

GA GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLUE LAM BEAM

GB GRAB BAR

GND GROUND

GYP GYPSUM

GALW. INCH

H.B. HOSE BIB

H.M. HOLLOW METAL

HOR. HORIZONTAL

HSS HOLLOW STRUCTURAL STEEL

I.D. INSIDE DIMENSION

INT INTERIOR

J.B. JUNCTION BOX

JT JOINT

LAM. LAMINATE

LBS. POUNDS

L.L. LIVE LOAD

LOC. LOCATION

LONG. LONGITUDINAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEMB. MEMBRANE

MFR MANUFACTURER

OFFICE

8.

IC6.16M0.0

D

A161

DETAIL REFERENCE

DETAIL #

SHEET #

ROOM NAME

ROOM NUMBER

DOOR NUMBER. SEE SHEET A180

WALL ASSEMBLY. SEE SHEET A160.

A171 ELEVATION REFERENCE

DETAIL #

SHEET #

WINDOW AND/OR RELITE REFERENCE

TOP OF WALL TYPE. SEE SHEET A151.

CEILING ELEVATION

SECTION REFERENCE

DETAIL #

SHEET #

A151

W.A.

GRID LINE

10'-0"

VERTICAL ELEVATION REFERENCE

SHEAR WALL TYPE

A

HOLD DOWN TYPE

5 KEYNOTE SYMBOL

M,H, MANHOLE

MIN. MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

M.P. MID-POINT

M.S. MACHINE SCREW

MNTD MOUNTED

MTL METAL

MUL MULLION

N.I.C. NOT IN CONTRACT

NLB NON-LOAD BEARING

NOM. NOMINAL

NTS NOT TO SCALE

OC ON CENTER

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OFD OVER-FLOW DRAIN

OPP. OPPOSITE

OWJ OPEN WEB JOIST

PCF POUNDS PER CUBIC FEET

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PLN PLAN

PLUMB PLUMBING

PNT PAINT

P.B. PORCELAIN TILE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FEET

PT POST TENSION

PTN PARTITION

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF. REFERENCE

REINF REINFORCING

REQ'D REQUIRED

R.O. ROUGH OPENING

S.C. SOLID CORE

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT. STRUCTURAL

S.T.S SELF-TAPPING SCREW

SUSP. SUSPEND

SYM. SYMMETRICAL

THRU THROUGH

T&B TOP AND BOTTOM

T.O. TOP OF

THK. THICK

TRD. THREAD

T&G TONGUE AND GROOVE

TB TOWEL BAR

TJ TRUSS JOIST

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT. HORIZONTAL

VER. VERIFY

V.I.C. VERIFY IN FIELD

V.T.R. VENT THROUGH ROOF

WC WATER CLOSET

WF WIDE FLANGE

W/ WITH

W/O WITHOUT

W.O. WINDOW OPENING

WOM WALK OFF MAT

SYMBOLS

OFFICE

8.

IC6.16M0.0

D

A161

DETAIL REFERENCE

DETAIL #

SHEET #

ROOM NAME

ROOM NUMBER

DOOR NUMBER. SEE SHEET A180

WALL ASSEMBLY. SEE SHEET A160.

A171 ELEVATION REFERENCE

DETAIL #

SHEET #

WINDOW AND/OR RELITE REFERENCE

TOP OF WALL TYPE. SEE SHEET A151.

CEILING ELEVATION

SECTION REFERENCE

DETAIL #

SHEET #

A151

W.A.

GRID LINE

10'-0"

VERTICAL ELEVATION REFERENCE

SHEAR WALL TYPE

A

HOLD DOWN TYPE

5 KEYNOTE SYMBOL

ABBREVIATIONS

A.B. ANCHOR BOLT

A.C. ASPHALTIC CONCRETE

ACT ACOUSTICAL CEILING TILE

ADD'L ADDITIONAL

A.D. AREA DRAIN

AFF ABOVE FINISH FLOOR

ARCH. ARCHITECT

BITUM. BITUMINOUS

BD BOARD

B.0. BOTTOM OF

C.B. CATCH BASIN

C.I. CAST IRON

C.J. CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CLG CEILING

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

C.T. CERAMIC TILE

D.L. DEAD LOAD

DIA. (∅) DIAMETER

DS DOWNSPOUT

DWG DRAWING

E.W. EACH WAY

EXST EXISTING

E.P. EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EXT EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN. FINISH

FLR. FLOOR

F.O. FACE OF

FRM'G FRAMSING

FT. FOOT

FTG FOOTING

FTR FUTURE

GA GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLUE LAM BEAM

GB GRAB BAR

GND GROUND

GYP GYPSUM

GALW. INCH

H.B. HOSE BIB

H.M. HOLLOW METAL

HOR. HORIZONTAL

HSS HOLLOW STRUCTURAL STEEL

I.D. INSIDE DIMENSION

INT INTERIOR

J.B. JUNCTION BOX

JT JOINT

LAM. LAMINATE

LBS. POUNDS

L.L. LIVE LOAD

LOC. LOCATION

LONG. LONGITUDINAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEMB. MEMBRANE

MFR MANUFACTURER

City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW

Existing Conditions Floor Plans - All Levels G010

3Floor Plan Third Floor / Upper LevelNot To Scale2

Floor Plan 1

Floor Plan

First Floor / Lower Level

Not To Scale Second Floor / Ground Level

Not To Scale

To R.O.W.

To R.O.W.

GENERAL NOTES - FLOOR PLAN

a. THE PURPOSE OF THIS DRAWING IS TO DESCRIBE THE EGESS

SYSTEM THROUGHOUT THE BUILDING.

b. SEE SHEET G113.1 FOR EGRESS ROUTES IN THE IMPROVEMENT

AREA OF THE BUILDING.

IMPROVEMENT AREA 1.

SEE A113.3.

IMPROVEMENT AREA 2.

SEE A113.3.

EGRESS ROUTE TO POLICE

AREA.

EGRESS ROUTE TO MAIN

LOBBY

J K L L.4 M

F F.6 F.8 G H J K L L.4 M

4.5

4.2

4.0

2.5

3.8

3.2

T

T T

T

FEC

FEC

CW1Code Diagram Code Diagram - Third Floor -

NEPROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

G113.3 Third Floor - NE

OPEN OFFICE 2

STORAGE

HALL

OPEN OFFICE 3

MANAGER

OPEN OFFICE

356.C

STORAGE

STORAGE

CONTROL346

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

356.B

SHOWER B

356.A

SHOWER A

MGR OFFICE

10'-8"5'-4"2'-8"0'

3/16" = 1'-0"

BUILDING CODE NOTES

GENERAL INFORMATION

SCOPE OF WORK SUMMARY

THE IMPROVEMENTS SHOWN ARE LOCATED ON THE NORTH WING

OF THE UPPER LEVEL (THIRD FLOOR) OF THE ROSEBURG PUBLIC

SAFETY CENTER. TWO IMPROVEMENT AREA AS DESCRIBED

BELOW CONSTITUTE THIS PROJECT. THE IMPROVEMENTS ARE

TENANT IMPROVEMENTS WITHIN CURRENT SPACES AND DO NOT

ALTER THE BUILDING'S EGRESS SYSTEM OR THE THERMAL

ENVELOPE, EXCEPT TO REPLACE TWO INSULATED GLAZING UNITS

WITH NEW INSULATED GLAZING UNITS WITH SPANDREL COATING.

IMPROVEMENT AREA A - OFFICE TI. THIS AREA OF THE BUILDING

WAS NOT FINISHED IN THE ORIGINAL CONSTRUCTION AND

PLANNED FOR FUTURE OFFICE USE. THE IMPROVEMENTS INCLUDE

NEW FINISHES, UPDATED HVAC SYSTEM, NEW LIGHTING, POWER,

AND DATA, AND MODIFIED FIRE SPRINKLER SYSTEM.

IMPROVEMENT AREA B - SHOWERS. THIS IMPROVEMENT ADDS

TWO NEW SINGLE OCCUPANT SHOWERS AND STORAGE ROOM IN

AN AREA CURRENTLY USED FOR MISC STORAGE.

ADDRESS: --

DATE OF ORIGINAL CONSTRUCTION: 2008

GROSS BUILDING AREA (NOT INCLUDE ROOF OVERHANG)

FLOOR AREA

FIRST FLOOR/ LOWER LEVEL 7,386 sf SECOND FLOOR/ GROUND LEVEL 17,001 sf THIRD FLOOR/ UPPER LEVEL 17,318 sf OVERHANGS 574 sf TOTAL 42,279 sf

APPLICABLE CODE: 2022 OSSC

CONSTRUCTION TYPE: TYPE VB- 0 HR RATING. FIRE

SPRINLERED.

ALLOWABLE AREA

NO INCREASE IN BUILDING AREA.

OCCUPANT LOAD

OCCUPANT LOAD FACTOR: 150

AT THE TIME THE BUILDING WAS PERMITTED, THE OCCUPANT

LOAD FOR BUSINESS USE WAS 100 GROSS, NOW IT IS 150 GROSS,

THEREFORE NO INCREASED IN THE PLANNED OCCUPANCY FOR

THE BUILDING.

OCCUPANCY

THE BUILDING IS A MIXED, NON-SEPARATED BUILDING WITH B, A,

S1, AND R2 OCCUPANCIES. THE S1 AND R2 OCCUPANCIES ARE

THE FIRE STATION WING. THE NORTH WING WITH THE POLICE

STATION IS ALL B OCCUPANCY. THE IMPROVEMENTS ARE OFFICE

SPACE AND SHOWERS FOR EMPLOYEES, THEREFORE B

OCCUPANCY.

PERMIT NUMBER: tbd

MEANS OF EGRESS SIZING

THE OCCUPANT LOAD OF THIS PROJECT WAS PROJECTED WHEN

THE BUILDING WAS ORIGINALLY PERMITTED, THEREFORE NO

INCREASE ON THE EGRESS SYSTEM.

FIRE EXTINGUISHERS

SEE PLAN FOR LOCATION.

OFFICE AREAS

HAZARD LEVEL: LIGHT HAZARD

TYPE AND SIZE: 2A:10BC, 10 LB.

TRAVEL DISTANCE TO EXTINGUISHER (MAX): 75 lf AREA PER EXTINGUISHER (MAX): 6,000 sf

WAREHOUSE/SHOP AREAS (HIGH PILED STORAGE)

HAZARD LEVEL: EXTRA HAZARD

TYPE AND SIZE: 4A:10BC, 10 LB.

TRAVEL DISTANCE TO EXTINGUISHER (MAX): 75 lf AREA PER EXTINGUISHER (MAX): 1,000 sf

MOUNTING HEIGHT TO TOP OF EXTINGUISHER: 48 in

CABINET, WHERE OCCURS: NON-LOCKING, PARTIAL GLASS FRONT

SPECIAL INSPECTION REQUIREMENTS

· NONE

DEFERRED SUBMITTAL(S)

· FIRE SPRINKLERS MODIFICATIONS

· FIRE ALARM MODIFICATIONS

· MECHANICAL EQUIPMENT ANCHORAGE

LEGEND

OCCUPANTS AT EXITS AND/OR DOORS

FEC

FE

COMMON PATH OF TRAVEL (ROUTE)

FIRE EXTINGUISHER AND CABINET

FIRE EXTINGUISHER (SURFACE MOUNT)

EXIT SIGN

TRAVEL DISTANCE; THIS SEGMENT

COMMON PATH OF TRAVEL (DISTANCE)

(Per Table 1006.2.1)

EXIT ACCESS TRAVEL DISTANCE (DISTANCE)

(Per Table 1017.2)

102' 200'

E.A.T.D.

69' 100'

C.P.O.T.

EXIT ACCESS (ROUTE)

Actual

Allowed

Actual

Allowed

MEZZANINE

Accessory Storage 300 g

248 sf

Space Name

Area

# of Occupants

# of Exits

Occ Load Factor

Function (per Table 1004.5)

BUILDING CODE NOTES continued

80' 200'

E.A.T.D.

Actual

Allowed

45' 200'

Actual

Allowed

352.A

HALL

NOTE: FOR SECURITY PURPOSES, THIS DOOR TO

REMAIN LOCKED PREVENTING ACCESS IN

EITHER DIRECTION WITHOUT A KEY. THE EXIT

DIAGRAMS DEMONSTATES THE ROUTE FROM

THE NW CORNER TO THE MAIN DOOF ON

HALLWAY 352 IS LESS THAN 100 FT.

THIS STAIR WELL IS 1 HR RATED. NO

MODIFFICATIONS IN THE RATED WALL

ARE PLANNED.

FIRE SPRINKLER MODIFICATIONS:

PROVIDE QUICK RESPONSE, SEMI-RECESSED

SPRINKLER HEADS IN THIS AREA FOR LIGHT

HAZARD OCCUPANCY. RECONFIGURE (E)

SPRINKLER PIPING & EXTEND FROM (E) PIPING AS

REQUIRED TO ACCOMMODATE CHANGES TO ROOM

CONFIGURATION, CEILING TYPE, & CEILING LAYOUTS.

City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW

Site Plan A001

MAIN ENTRY

POLICE FLEET PARKING

POLICE & FIRE STAFF

PARKING

SUPPORT

BUILDING

PUBLIC SAFETY CENTER

SECURED

GATE

CITY STAFF PARKING

ROSE ST PARKING

ROSE STREET

D O

U G

LA

S

ST

R

EE

T

Site Plan from original building project circa 2008. Provided for reference only.

No scope of work is shown here, however contractor site areas for deliveries and parking are referenced here.

F.8 G H J K L L.4 M

4.5

4.2

4.0

2.5

3.8

F (E)

F (E)

F (E)

F (E)

PA

N

EL

I-

F (E)

F (E)

F (E)

F (E)

CR (E)

CR (E) CR

(E)

CR

(E)

CR

(E)

F (E)

FS2-(E)

FS1-(E)

T

(X)

F

(E)

PA

N

EL

M

-2

3.2

EXST 3" CW

EXST 1" HW

EXST WALL TO REMAIN

EXST FRAM'G REMAIN, DEMO FINISH

DEMO WALL

CW1Floor Plan Third Floor - NE

Floor Plan - Third Floor - NE8'4'2''0'

1/4" = 1'-0"

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

D113.3

GENERAL NOTES

A. SEE SPECIFICATION SECTION 02 4100 - DEMOLITION FOR

DEMOLITION-RELATED NOTES.

B. SEE SHEETS A113.3 AND A160 FOR LOCATIONS OF EXST WALL

ASSEMBLIES.

C. PROTECT EXISTING ELEMENTS NOT SCHEDULED NOR

NECESSARY FOR REMOVAL TO ACCOMMODATE NEW WORK.

D. REMOVE AND REPLACE ALL RUBBER BASE AT LOCATIONS OF

NEW FLOORING. FIELD VERIFY HEIGHT OF EXISTING RUBBER

BASE AND MATCH.

E. REPRESENTATION OF EXISTING CEILING AS SHOWN HERE IS

DIAGRAMMATIC. VERIFY EXISTING CEILING LAYOUT AND

REMOVE CEILING SYSTEM COMPONENTS AS NECESSARY TO

ACCOMMODATE NEW WORK AND TO RETAIN THE INTEGRITY

OF THE EXST CEILING GRID TO REMAIN. SALVAGE ALL

COMPONENTS FOR REINSTALLATION.

F. FIELD VERIFY AND LOCATE ALL POWER OUTLETS, LIGHT

SWITCHES, DATA PORTS, HVAC SENSORS AND CONTROLS,

AND OTHER COMPONENTS OF FUNCTIONING SYSTEMS THAT

WILL BE IMPACTED BY THE CONSTRUCTION AND RELOCATE

AS DESCRIBED IN THIS DRAWINGS, OR IF NOT SHOWN,

RELOCATE TO AN ADJACENT WALL (FOR WALL DEVICES) OR

CEILING (FOR CEILING DEVICES) NOT IMPACTED BY

CONSTRUCTION. VERIFY THE RELOCATION WITH THE

ARCHITECT PRIOR TO REMOVAL FOR APPROVAL.

WALL LEGEND - DEMO PLAN

STORAGE

HALL

FUTURE AREA

IT STORAGE

3.

E1

2.

E1

2.

E2

9.

E1

358.E1

350.E1

MANAGER

OPEN OFFICE

POLICE STORAGE

STORAGE

CONTROL

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

7.

E1

351.E1

6.

E1

347.E1

6.

E1

8.

E1

352.A

HALL KEYNOTES - DEMO PLAN

1. EXST WALL

2. EXST DOOR

3. EXST WINDOW

4. EXST EXPOSED CONDUIT. PROTECT DURING CONSTRUCTION.

5. CREATE OPENING IN EXST WALL. SEE SHEETS A113.3 AND

A161 FOR MORE INFORMATION.

6. CREATE OPENING IN EXST WALL FOR NEW DOOR. SEE

SSHEETS A113.3 AND A161 FOR MORE INFORMATION.

7. CREATE OPENING IN EXST WALL FOR NEW RELITE FRAME

ASSEMBLY. SEE SHEETS A113.3 AND A161 FOR MORE

INFORMATION.

8. DEMO CABINET BASE AND UPPER CASEWORK UNIT.

9. COORDINATE CORING INTO EXST CONCRETE DECK WITH

PLUMBING FOR WASTE PIPING.

10. EXST FLOOR TO REMAIN. PROTECT FROM DAMAGE.

11. PREP OPENING FOR FEC.

12. DEMO GYP BOARD ON THIS WALL IN ADDITION DEMOLITION

DESCRIBED ELSEWHERE.

13. REMOVE EXST INSULATED GLAZING UNIT (IGU). FRAME TO

REMAIN.

662 TYP 1 TYP

9 TYP

10 TYP

10 TYP

10 TYP

10 TYP

10 TYP

4.5

4.2

4.0

2.5

3.8

F (E)

F (E)

F (E)

F (E)

PA

N

EL

I-

F (E)

F (E)

F (E)

F (E)

CR (E)

CR (E) CR

(E)

CR

(E)

CR

(E)

F (E)

F

(E)

PA

N

EL

M

-2

3.2

CLG - TO REMAIN

EXPOSED ROOF STRUCTURE TO

REMAIN

CW1Demo Ceiling Plan Demo Ceiling Plan Third Floor - NE

8'4'2''0'

1/4" = 1'-0"

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

D123.3

GENERAL NOTES - DEMO CEILING

a. SEE SPECIFICATION SECTION 02 4100 - DEMOLITION FOR

DEMOLITION-RELATED NOTES.

b. PROTECT EXISTING ELEMENTS NOT SCHEDULED NOR

NECESSARY FOR REMOVAL TO ACCOMMODATE NEW WORK.

c. REPRESENTATION OF EXISTING CEILING AS SHOWN HERE IS

DIAGRAMMATIC. VERIFY EXISTING CEILING LAYOUT AND

REMOVE CEILING SYSTEM COMPONENTS AS NECESSARY TO

ACCOMMODATE NEW WORK AND TO RETAIN THE INTEGRITY

OF THE EXST CEILING GRID TO REMAIN. SALVAGE ALL

COMPONENTS FOR REINSTALLATION.

d. SEE PLUMBING, MECHANICAL, AND ELECTRICAL SHEETS FOR

MODIFICATIONS.

e. EXST LIGHT FIXTURES IN SPACES TO BE IMPROVED NOT

SHOWN HERE. FIELD VERIFY AND DEMO AS APPROPRIATE

FOR NEW LIGHTING.

f. EXST FIRE SPRINKLERS IN THE SPACES TO BE IMPROVED NOT

SHOWN HERE. FIELD VERIFY AND MODIFY AS APPROPRIATE.

Third Floor - NE

HALL

OPEN

OFFICE 2

OPEN OFFICE 3349

MANAGER

OPEN OFFICE

STORAGE

CONTROL

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

LEGEND - CEILING PLAN

NOTE: EXISTING CEILING

TYPE IN THIS AREA NOT

SHOWN.

STORAGE

POLICE

STORAGE

352.A

HALL KEYNOTES - DEMO CEILING PLAN

1. EXST ROOF BEAM

2. EXST ROOF JOIST

3. EXST CEILING TO REMAIN.

4. SEE MECHANICAL FOR EXST DUCTWORK TO REMAIN, AND TO

BE DEMO'ED.

TYP

TYP

TYP

TYP

4.5

4.2

4.0

2.5

3.8

T

(X)

3.2

T

T T

T

FEC

FEC

CW1Floor Plan Floor Plan - Third Floor - NE

GENERAL NOTES - FLOOR PLAN

a. SEE SHEET A160.1 FOR WALL ASSEMBLIES ASSEMBLIES.

b. SEE SHEET 2/A160.2 FOR FLOOR AND CEILING ASSEMBLIES, AND ADDITIONAL WALL FRAMING INFORMATION.

c. DIMENSIONS FROM FACE OF STUD UNLESS NOTED

OTHERWISE.

d. DIMENSIONS AT OPENINGS TO ROUGH OPENING UNLESS

NOTED OTHERWIS.

e. SEE SHEET G001 FOR WALL LEGEND AND ADDITIONAL

INFORMATION.

8'4'2''0'

1/4" = 1'-0"

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A113.3 Third Floor - NE

'-9

/8

3' -4

/2

3'-4 1/2" 9'-10 5/8"9'-10 5/8"+/-

OPEN OFFICE 2

STORAGE

HALL

OPEN OFFICE 3349

MANAGER

OPEN OFFICE

STORAGE

CONTROL346

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

3.

E1

2.

E1

2.

E2

9.

E1

358.E1

350.E1

7.

E1

351.E1

347.E1

6.

E1

359.1

A172

A172

A171

A172

MGR OFFICE

14'-8 1/2"

2'-10"4'-0 1/2"

A172

R .A

R.A.

R.A.

R.B.

4'-0"

VERIFY

W/ ARCH

4'-0 1/2"±

VERIFY

F.O. FIN

A171

EA-Exst-W

EA

-E xs t-

W

EB

Ex st -W

EA

Ex st

-W

EB*-Exst-W

IB

-E xs t-

W .0

IB-Exst-W.0

IA-Exst-W.60

IA-Exst-W.60

IA

-E xs t-

W .6

IA

-E xs t-

W .6

IA

-E xs t- W

.0

IA

-E xs t- W

.0

IA

-E xs t-

W .0

IA-Exst-W.0

IB-Exst-W.0

A161

IC4.24W2.0

IE4.24W0.0

IE4.24W0.0

IC

4.

W

2.

1'-4 1/2"

FLUSH

EB

-E xs t-

W

7'-6" 1'-8"

2' -0

+34"

+34"

7'-6"

2' -0

11" 4'-0 1/2"

8" 1'

-0

4' -0

/2

356.A

SHOWER A

356.B

SHOWER B

356.C

STORAGE

352.A

HALL

A161

A161

A161

KEYNOTES - FLOOR PLAN

1. EXST WALL

2. EXST DOOR

3. EXST WINDOW

4. CASEWORK, SEE INTERIOR ELEVATIONS AND FINISH

SCHEDULE.

5. WRAPPED OPENING AS DETAILED.

6. SEE 2/A161 FOR FRAMING AND WALL FINISH AT JAMB AT NEW

OPENING IN THE EXISTING WALL.

7. REPLACE EXST INSULATED GLAZING UNIT WITH NEW

SPANDREL-COATED INSULATED GLAZING UNIT. EXST FRAME

TO REMAIN. FIELD VERIFY WINDOW SIZE, CONFIGURATION,

AND OPERATION. SEE SHEET A180 FOR MORE INFORMATION.

8. FLOORING TRANSITION. SEE 1/170. LETTER IDENTIFIES TYPE.

9. EXST CONDUIT RACEWAY TO ROOF. PROTECTION FROM

DAMAGE.

10. EXTEND THIS WALL TO ROOF STRUCTURE, SIMILAR TO

10/A161.

11. EXTEND THIS WALL TO ROOF STRUCTURE, SIMILAR TO 7/A161.

12. FEC. SEE SHEET G001.

TYP

TYP

1 TYP

TYP

TYP AT NEW

OPEN'G

FLOOR ASSEMBLY LEGEND

FLOOR ASSEMBLY A

FLOOR ASSEMBLY B

FLOOR ASSEMBLY - EXISTING.

EXISTING FLOOR COVERING TO REMAIN.

6TYP 8

A

A

B

C

B

9 TYP

11 1010

4.5

4.2

4.0

2.5

3.8

3.2

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A122.3CW1Ceiling Plan Ceiling Plan - Second Floor - NE8'4'2''0'

1/4" = 1'-0" Second Floor - NE

CID BRIEFING

FORENSIC

INVEST.

CRIMINAL

INVEST.

CID LT

CID STORAGE

POLICE

SERVER ROOM

VIPS

COMM. RES.

BREAK

MED. CONF.

STAIR

RAYS

CAPTAIN

POLICE CHIEF

STAFF ASSIST

GENERAL

STORAGE

RECORD

SUPPLY

RECORDS

HALL

HALL

HARD INT

SOFT INT

RR

RR

RECORDS

PIO OFFICE

INT

4.5

4.2

4.0

2.5

3.8

T

(X)

3.2

T

T T

T

FEC

FEC

CEILING TYPE C1 -

ACOUSTICAL CLG TILE - NEW

SEE SHEET A160.2

MAINTENANCE ACCESS - NO

PENETRATIONS IN CEILING TILE.

TILE MUST BE REMOVABLE

CLG - TO REMAIN

CEILING TYPE C2 -

FRAMED CEILNG - NEW

SEE SHEET A160.2

CW1Ceiling Plan Ceiling Plan - Third Floor - NE8'4'2''0'

1/4" = 1'-0"

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A123.3

GENERAL NOTES - CEILING PLAN

a. SEE SPECIFICATION SECTION 02 4100 - DEMOLITION FOR

DEMOLITION-RELATED NOTES.

b. PROTECT EXISTING ELEMENTS NOT SCHEDULED NOR

NECESSARY FOR REMOVAL TO ACCOMMODATE NEW WORK.

c. REPRESENTATION OF EXISTING CEILING AS SHOWN HERE IS

DIAGRAMMATIC. VERIFY EXISTING CEILING LAYOUT AND

REMOVE CEILING SYSTEM COMPONENTS AS NECESSARY TO

ACCOMMODATE NEW WORK AND TO RETAIN THE INTEGRITY

OF THE EXST CEILING GRID TO REMAIN. SALVAGE ALL

COMPONENTS FOR REINSTALLATION.

d. SEE A121 FOR CEILING LEGEND.

e. SEE A122 FOR LIGHT FIXTURE TYPES.

Third Floor - NE

+9'-6"

+9'-6"

+9'-6"

+8'-0"+8'-0"

STORAGE

HALL

OPEN OFFICE 2

OPEN OFFICE 3

MANAGER

OPEN OFFICE

STORAGE

CONTROL

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

MGR OFFICE

356.A

SHOWER A

356.B

SHOWER B

356.C

STORAGE

LEGEND - CEILING PLAN

352.A

HALL

A161

NOTE: EXISTING CEILING

TYPE IN THIS AREA NOT

SHOWN.

A160.2

CEILING

FRAMING

PLAN

KEYNOTES - CEILING PLAN

1. CEILING TYPE C1.

2. CEILING TYPE C2.

3. ABOVE CEILING ACCESS AREA. DO NOT PROVIDE ELEMENTS,

SUCH AS OCCUPANCY SENSORS, OR FIRE SPRINKLER HEADS

IN CEILING TILES IN THIS AREA.

4. SUPPLY OR RETURN GRILLE, SEE MECHANICAL.

5. MECHANICAL UNIT ABOVE CEILING, SEE MECHANICAL.

6. LIGHT FIXTURE, SEE ELECTRICAL.

7. CEILING MOUNT ACCESS PANEL (12"x12"). VERIFY LOCATION

WITH MECHANICAL.

6 4

TYP

TYPTYP

5 TYP

4.5

4.2

4.0

2.5

3.8

T

(X)

3.2

T

T T

T

FEC

FEC

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW1Roof Plan Upper Roof

Roof Plan

GENERAL NOTES - ROOF PLAN

a. ---

16'8'4'0'

1/8" = 1'-0" A129.3

REFRIGERANT PIPING ROOF

PENETRATION

KEYNOTES - ROOF PLAN

1. GRAVITY VENTILATOR WITH BACKDRAFT DAMPER. SEE

GRAVITY VENTILATOR DETAIL.

2. EXHAUST FAN WITH AUTO DAMPER. SEE EXHAUST FAN ROOF

PENETRATION DETAIL.

3. REFRIGERANT PIPING UP THRU ROOF TO OUTDOOR UNITS

ACU-1 AND ACU-2. SEE ROOF PENETRATION DETAIL.GV

ACU

EF

ACU

62 62

6 2

6 2

62 62

6242 42

4242424242

4.5 4.2 4.0 3.2 2.5 133.8

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

Sections

CW

GENERAL NOTES

a. ---

A151

CONFERENCE

HALL

ARMORY

HALL

MENS RESTROOM

MENS LOCKERS

GENERAL STORAGE

COPY

RECORDS

MED. CONF.

SHOWER

HALL

MECHANICAL

346.A

ELECTRICAL

8'4'2''0'

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

Section

-12'-10"

LOWER LEVEL

0'-0"

GROUND LEVEL

19'-0"

UPPER LEVEL

34'-4"

SECOND FLOOR

10'-0"

GROUND LEVEL CEILING

27'-0"

UPPER LEVEL CEILING

14'-4" ±AFF

EXST WASTE PIPE

ROUTE WASTE

PIPING BELOW

FLOOR

STRUCTURE AND

ABOVE DUCTS.CONNECT NEW

WASTE PIPING

TO EXST.

FIELD VERIFY

LOCATIONS

OF EXST

DUCTS, TYP

SUSPENDED ACOUSTICAL

CEILING TILE THROUGHOUT

THE SECOND FLOOR LEVEL.

REMOVE AS NECESSARY

FOR PLUMBING ACCESS,

AND REPAIR AS NEEDED

TO MATCH CONDITION AT

BEGINNING OF

CONSTRUCTION.

ROUTE PIPING

THROUGH

THIS WALL.

FILL VOIDS

ALL AROUND.

CEILING

TYPE C.2

EXST GYP BOARD (5/8")

CONTRACTOR TO FIELD

VERIFY IF CORE IS FILLED

WITH EXISTING INSULATION.

FIRE RATING

.0 NOT RATED

EXST WD STUD - EXST GYP BOARD EACH SIDE

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

GYP BOARD (5/8")

FIRE RATING

.0 NOT RATED

EXST WD STUD - EXST GYP BOARD ONE SIDE

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

GYP BOARD (5/8")

FIRE RATING

.0 NOT RATED

WD STUD - EXST GYP BOARD ONE SIDE

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

EXST GYP BOARD (5/8")

ID-Exst-W.0

EXST GYP BOARD (5/8")

EXST WOOD STUDS; VERIFY

STUD SIZE AND SPACING

CONTRACTOR TO FIELD

VERIFY IF CORE IS FILLED

WITH EXISTING INSULATION.

FIRE RATING

.0 NOT RATED

EXST WD STUD - NEW GYP BOARD OVER EXST

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

GYP BOARD (5/8")

IA-Exst-W.0

EXST WOOD STUDS; VERIFY

STUD SIZE AND SPACING

EXST WOOD STUDS; VERIFY

STUD SIZE AND SPACING

EXST WOOD STUDS; VERIFY

STUD SIZE AND SPACING

IB-Exst-W.0

IC4.24W2.0

IE4.24W0.0

GYP BOARD (5/8")

WOOD STUDS

WALL CORE ELEMENT

4.24 2x4 3 1/2" 24" O.C.

# STUD SIZE SPACING

FIRE RATING

.0 NOT RATED

WD STUD - GYP BOARD ONE SIDE

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

W = 4 1/8"STUD SIZE & SPACING

0 NONE

IF4.24W0.0

GYP BOARD (5/8")

WOOD STUDS

WALL CORE ELEMENT

4.24 2x4 3 1/2" 24" O.C.

6.24 2x4 5 1/2" 24" O.C.

# STUD SIZE SPACING

FIRE RATING

.0 NOT RATED

WD STUD - GYP BOARD ONE SIDE - SHOWER UNIT

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

W = 4 1/4" (2x4)

STUD SIZE & SPACING

0 NONE

2 ACOUSTICAL INSULATION

SHOWER STALL

IG4.24W2.0

WOOD STUDS

WALL CORE ELEMENT

4.24 2x4 3 1/2" 24" O.C.

# STUD SIZE SPACING

FIRE RATING

.0 NOT RATED

WD STUD - GYP BOARD ONE SIDE - SHOWER UNIT

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

W = 7"STUD SIZE & SPACING

0 NONE

SHOWER STALL

2 ACOUSTICAL INSULATION

ACOUSTICAL INSULATION

AT "2". NO INSULATION

AT "0".

W = 4 3/4"

ACOUSTICAL INSULATION

ACOUSTICAL INSULATION

IH4.24W2.0

WOOD STUDS

WALL CORE ELEMENT

4.24 2x4 3 1/2" 24" O.C.

# STUD SIZE SPACING

FIRE RATING

.0 NOT RATED

WD STUD - GYP BOARD ONE SIDE - SHOWER UNIT

INTERIOR WALL ASSEMBLY

1 1/2" = 1'-0"

W = 15 3/4"STUD SIZE & SPACING

0 NONE

2 ACOUSTICAL INSULATION

ACOUSTICAL INSULATION

GYP BOARD (5/8")

1 1/2" = 1'-0"

EXTERIOR WALL ASSEMBLY EA-Exst-W

EXST WRB

EXST WALL SHEATHING

EXST WOOD STUDS

EXST THERMAL BATT INSUL

EXST STUCCO SYSTEM

WD STUD - STUCCO - NEW GYP BOARD

EXST VAPOR BARRIER

GYP BOARD

EXST WRB

EXST WALL SHEATHING

EXST WOOD STUDS

EXST THERMAL BATT INSUL

EXST BRICK VENEER SYSTEM

EXST VAPOR BARRIER

GYP BOARD

EXST AIR SPACE

1 1/2" = 1'-0"

EXTERIOR WALL ASSEMBLY EB-Exst-W

WD STUD - BRICK VENEER - NEW GYP BOARD

1 1/2" = 1'-0"

EXTERIOR WALL ASSEMBLY EC-Exst-W

EXST WRB

EXST WALL SHEATHING

EXST WOOD STUDS

EXST THERMAL BATT INSUL

EXST STUCCO SYSTEM

WD STUD - STUCCO - NEW GYP BOARD

EXST VAPOR BARRIER

GYP BOARD

DEMO EXST GYP BOARD

HAT CHANNEL (VERTICAL) -

087F125-54 @ 16" O.C. (ALIGN W/

EXST)

* EXISTING GYP BOARD FINISH

TO REMAIN. FIELD VERIFY

EXISTING CONDITIONS DURING

BID PERIOD, AND PATCH AND

REPAIR TO "LIKE NEW"

CONDITION.

EA*-Exst-W

* EXISTING GYP BOARD FINISH

TO REMAIN. FIELD VERIFY

EXISTING CONDITIONS DURING

BID PERIOD, AND PATCH AND

REPAIR TO "LIKE NEW"

CONDITION.

EB*-Exst-W

CONTRACTOR TO FIELD

VERIFY IF CORE IS FILLED

WITH EXISTING INSULATION.

IF4.24W2.0

IF6.24W2.0

W = 6 1/4" (2x6)

2x4 BLOCKING @ 16" O.C.

CW3

Wall Assemblies

WALL ASSEMBLY LEGEND

I C 4 . 24 W 0 . 0 - INTERIOR

FIRE RATING (IN HRS)

WALL CORE ELEMENT

FRAMING MATERIAL

STUD SPACING (ON CENTER)

NOMINAL CORE THICKNESS/STUD DEPTH

ASSEMBLY TYPE

INTERIOR WALL/PARTITION

E A 6 . 24 W 2 - EXTERIOR

SIDING/EXTERIOR FINISH TYPE

FRAMING MATERIAL

STUD SPACING (ON CENTER)

NOMINAL CORE THICKNESS/STUD DEPTH

ASSEMBLY TYPE

EXTERIOR WALL

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A160.16

ELEVATION PER CLG PLN

ACT 1

CEILING GRID.

Ceiling Type C.1 Acoustical Ceiling Tile System - Section

CEILING ASSEMBLIES

1 1/2" = 1'-0"

ELEVATION PER CLG PLN

GYP BOARD

CLG JOIST: 800C162-43 @ 16" O.C.,

BATT INSUL: R-25

Ceiling Type C.2CEILING ASSEMBLIES

1 1/2" = 1'-0" Framed Ceiling - Section

FLOOR PREP NOTE: PREP EXST SLAB AS

NECESSARY TO PROVIDE SUBSTRATE PER

FLOORING MANUFACTURER'S REWQUIREMENTS,

INCLUDING FILL AND GRINDING. FIELD VERIFY.

PREP EXST SLAB PER ASSEMBLY

NOTE.

CARPET

EXST CONC SLAB, 3" OVER DECKING

EXST METAL DECKING, 2"

EXST FLOOR BEAM

Floor Assembly A Carpet over Exst Conc - Section

FLOOR ASSEMBLIES

1 1/2" = 1'-0"

Type B - New Thin Set Tile

UNCOUPLING MEMBRANE

MORTAR BED

FLOOR TILE

PREP EXST SLAB PER ASSEMBLY

NOTE.

EXST CONC SLAB, 3" OVER DECKING

EXST METAL DECKING, 2"

EXST FLOOR BEAM

Floor Assembly B Thin Set Tile over Exst Conc - Section

FLOOR ASSEMBLIES

1 1/2" = 1'-0" Wall Base Connection

Wood Studs - Section

SEE WALL ASSEMBLY

FOR STUDS, TYP.

CONC SLAB, TYP2 PT

(3) 16d EACH STUD

3/8"Ø x 4" ANCHOR @16" O.C.

FLOOR ASSEMBLIES

1 1/2" = 1'-0"

Wd Stud Header-Jamb Connection Interior - Non-Bearing Walls - Elevation - Framing Only1 1/2" = 1'-0"

(2) ROW OF 16d @ 4" O.C.

HEADER;

SPAN TO 4'-0": (2) 2x4 SPAN 4'-1" TO 6'-0": (2) 2x6 SPAN 6'-1" TO 8'-0": (2) 2x8

SPAN OVER 8'-1": SEE PLAN

DOUBLE TOP PLATE

CRIPPLE STUD, TYP

KING STUD, (1) EACH SIDE

OF OPENING UNLESS

NOTED OTHERWISE.

TRIM STUD

PROVIDE (2) TRIMMERS

AT OPENINGS > 6'-6",

U.N.O.

SILL PLATE. PROVIDE

2x AT OPENINGS > 6'-6".

A. Section B. Elevation

A

(2) 16d EACH SILL

PLATE, EACH END.

10d @ 8", STAGGER

EACH SIDE OF STUD

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW3

Floor and Ceiling Assemblies

A160.2

A161

A161

A161

6 Ceiling Framing Plan Plan3/8" = 1'-0"

LEDGER,

TYP

EXST

WALL

FRAMING

LEDGER,

TYP

FULL DEPTH BLOCKING

ABOVE WALLS, TYP.

FULL DEPTH BLOCKING @

16" ABOVE WALLS, TYP.

BLOCKING AT

PENETRATIONS,

TYP.

CEILING JOIST @ 16" O.C,

TYP.

Ceiling Framing at Ledger Section3" = 1'-0"

800T150-68 LEDGER. CONNECT TO EACH

STUD (5) #10 x 2" TEK SCREWS.

#8 SMS EACH STRUT MEMBER TO LEDGER,

T&B, TYP.

54 MIL 2"x2"x 6" CLIP ANGLE W/ (4) #8

SMS EACH LEG OF ANGLE, TYP.

CLG JOIST: 800C162-43 @ 16: O.C.

GYP BOARD

WALL ASSEMBLY PER PLAN

SEE CLG PLAN FOR HEIGHT

DEMO SECTION OF GYP BOARD TO

ALLOW NEW LEDGER TO BEAR

DIRECTLY ON STUDS.

Header - Framed Opening 3" = 1'-0"

HM FRAME

DOOR

HEADER, PER

SCHEDULE

NOTE: VERIFY ROUGH

OPENING RELATIVE TO

FRAME DIMENSIONS WITH

FRAME MANUFACTURER

PRIOR TO FRAMING.

UNIT

DIMENSION

Section1 1/2" = 1'-0"1 1/2" = 1'-0"

1 1/2" = 1'-0" New Wall at Exst Window

1 1/2" = 1'-0" Plan

Header - Cased Opening Section1 1/2" = 1'-0"

+7'-0" AFF

B.O. HEADER

+9'-6" AFF

B.O. CLG TILE

OPEN OFFICE 2

RM 353

OPEN OFFICE 3

RM 358

ACT, TYP.

2 2 MINIMIZE CUTS THROUGH GYP

BOARD ON THIS SIDE OF WALL

TO REDUCE REPAIRS.

3/4" x 2 1/2"

HARDWOOD TRIM,

EACH SIDE.

3/4" HARDWOOD TRIM,

RIP TO FIT.

IB-Exst-W.0. NOTE

WALL HAS EXST

INSULATION.

REPLACE AFTER

FRAMING TO FILL

VOIDS.

NEW HEADER PER

SCHEDULE.

CUT EXST STUDS AND FIRE

BLOCKING AS NECESSARY TO

ACCOMODATE FULL HEIGHT

KING STUD AND HEADER.

DEMO AS NEEDED FOR

NEW OPENING.

Jamb - Cased Opening Section1 1/2" = 1'-0"

(E)

(E)

(x)

NOTE: SEE 1/A161 FOR OTHER

NOTES APPLICABLE HERE.

DIMENSION

POINT PER

PLAN

DEMO AS

NEEDED FOR

NEW

OPENING.

EXST STUD TO REMAIN

TRIMMER STUD

KING STUD

Ceiling Framing at Plumbing Wall Section1 1/2" = 1'-0"

IH4.24W2.0

54 MIL x 6" x 2" x 2"

ANGLE WITH (4) #10

SMS EACH INTO JOIST

AND BLOCKING.

43 MIL 8" BLOCKING

CEILING TYPE C.2

#12 x 2" TEK SCREW @ 8" O.C.

PER PLAN

CLG ELEV

PER PLAN

CLG ELEV

CEILING TYPE C.2

EXST WALL FINISH TO REMAIN ABOVE HAT CHANNEL.

HAT CHANNEL, ALIGN WITH EXST STUDS.

2x4 BLOCKING @ 16" O.C. TO PROVIDE SOLID

SUPPORT FOR VERTICAL HAT CHANNEL.

EC-Exst-W

REPAIR EXST BATT INSULATION AND EXST

VAPOR BARRIER AFTER INSTALLATION OF

BLOCKING AND PRIOR TO INSTALLATION OF

HAT CHANNEL.

4"

Ceiling Framing at Perimeter Wall Section1 1/2" = 1'-0"

(E)

ALIGN HAT CHANNELS W/ EXST

STUDS, WHICH ARE ASSUMED

TO BE 16" O.C., FIELD VERIFY

(E)

EC-Exst-W

DEMO EXST WALL FINISH

EXST VAPOR BARRIER, SEE 9/A161

2x6 VERT BLOCKING

@ 16" O.C. ACROSS

WINDOW

VENT SPACE TO

ALLOW EXCESSIVE

HEAT TO DISSIPATE

BEHIND WINDOW.

DO NOT BLOCK.

REMOVE EXST IGU

AND REPLACE

WITH SPANDREL

IGU, TYP OF

WINDOWS IN

SHOWER ROOM.

WALL ASSEMBLY PER

PLAN

1 1/8" OSB FULL LENGTH

OF WALL.

1 1/8" OSB FULL LENGTH

OF WALL.

FILL VOID BETWEEN

ROOF JOIST AT END OF

WALL.

X X

RIP TO 4"

2x TOP PLATE

FILL VOID WITH BATT

INSULATION

X = 1 1/2"

WALL ASSEMBLY PER

PLAN

1 1/8" OSB FULL LENGTH

OF WALL.

1 1/8" OSB FULL LENGTH

OF WALL.

BLOCKING TOP AND

BOTTOM ABOVE WALL.

USE 2" WIDER STUDS THAN

WALL STUDS.

ROOF SHEATHING

X X

RIP TO 4"

2x TOP PLATE

FILL VOID WITH BATT

INSULATION

X = 1 1/2"

(2) LAYERS GYP

BOARD. FILL ALL

VOIDS BETWEEN

GYP BOARD AND

FRAMING.

ROOF SHEATHING

Top of Wall Details - Sound Control Wall Perpendicular to Roof Framing - Section1 1/2" = 1'-0"

Top of Wall Details - Sound Control Wall Parallel to Roof Framing - Section

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

CW39

17 4

Details

GENERAL NOTES

a. SEE SHEET A161 FOR ASSEMBLIES REFERENCED ON THIS

SHEET.

A161

Not Used

EXTERIOR OR

HALLWAY INSIDE ROOM

CONC SUBSTRATE

DOOR FRAME

DOOR

NEW CARPET

Transition Under Door Floor Transition Diagrams - Section3" = 1'-0"

EXST CARPET, FIELD

VERIFY LOCATION.

REMOVE EXST

TRANSITION STRIP.

BLEND NEW TO EXST.

Transition at Hall Side Floor Transition Diagrams - Section3" = 1'-0"

EXTERIOR OR

HALLWAY INSIDE ROOM

CONC SUBSTRATE

DOOR FRAME

DOOR

NEW TILEEXST CARPET, FIELD

VERIFY LOCATION.

FACE OF WALL BEYOND

DOOR FRAME.

TRANSITION STRIP -

TILE ACCESSORY

AUTO OR

SURFACE-MOUNT

DOOR BOTTOM

Transition with Filler Strip Floor Transition Diagrams - Section3" = 1'-0"

EXTERIOR OR

HALLWAY INSIDE ROOM

CONC SUBSTRATE

DOOR FRAME

DOOR

VCT (BLACK)

EXST CARPET, FIELD

VERIFY LOCATION.

FACE OF WALL BEYOND

DOOR FRAME.

TRANSITION STRIP -

TILE ACCESSORY

EXPOSED SLAB

TRANSITION STRIP

PT

WRB

WALL ASSEMBLY PER PLAN

CONC SLAB

24ga SHT MTL DRIP FLASHING, MIN 2" UP WALL, SLOPE TO DRAIN TO SINK, AND SET IN SEALANT.

FRP SYSTEM BOTTOM OF

PANEL TRIM

CONTINOUS 2x6 BETWEEN

WALL AND MOP SINK.

SHIM AS REQ'D.

MOP SINK

Flashing at Bottom of FRP Panel to Mop Sink Section3" = 1'-0" CW

Finish Schedule

GENERAL NOTES

a. KEYNOTE 2 ON THIS SHEET APPLIES TO ALL WORK ON THE

SECOND FLOOR.

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A170

Key Plan

FINISH SCHEDULE

302 STAIR

IDENTIFICATION

LOCATIONRM #

346 MECHANICAL

FLOOR

346.A

BASE

FINMAT FINMAT FINMAT

NORTH

FINMAT

EAST

FINMAT

SOUTH

FINMAT

WEST

WALL CEILING

FINMAT

CASEWK

TYPE

NOTES RM #

356.A

356.B

356.C

MEETING ROOM

SHOWER A

SHOWER B

STORAGE

STORAGE

ELECTRICAL

SERVER

OPEN OFFICE

MANAGER

STORAGE

CONTROL

NTS

352 HALL

353 OPEN OFFICE 2 RB FAC GB PAINT GB PAINT PAINT GBGB PAINTCAR TILE FAC

358 OPEN OFFICE 3 PAINT PAINT PAINT PAINTRB FACCAR TILE FAC

EXST GB

TILE FAC

TILE FAC

359 MANAGER OFFICE CAR TILE FAC RB FAC PAINT PAINT PAINT PAINT

EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

TILE FAC

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST

CARPET

EXST RB EXST ACTEXST GB PAINT EXST GB PAINT EXST GB PAINT EXST GB PAINT

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

EXST EXST EXSTEXST GB EXST EXST GB EXST EXST GB EXST EXST GB EXST

GB

GB/

TILE

PAINT/

FAC

FAC

FAC

TILE

TILE

FAC

FAC

GB PAINT

EXST

CONC

GB/

TILE

PAINT/

FAC

GB/

TILE

PAINT/

FAC

GB/

TILE

PAINT/

FAC

KEYNOTES - FINISH PLAN

1. SEE INTERIOR ELEVATIONS FOR EXTENT OF WALL TILE AND

GYP BOARD ON EACH WALL.

2. AT WALL(S) WITH REPAIRED GYP BOARD, BLEND INTO EXST

WALL FINISH/TEXTURE.

3. MINIMIZE DISRUPTION TO EXST FINISH TO REMAIN AT

HALLWAY SIDE OF OPENING FOR NEW DOOR OR RELITE.

4. NO WORK ANTICIPATED IN THIS ROOM.

5. THE ONLY WORK PLANNED FOR THIS ROOM IS PLUMBING,

ELECTRICAL, AND/OR MECHANICAL. CLEAN UP WHEN

COMPLETE, AND REPAIR ANY DAMAGE. IF ANY SEGMENT OF

THE WALL REQUIRES PAINTING DUE TO WORK OF THIS

CONTRACT, PAINT ENTIRE WALL.

6. SEE 1C/A170 FOR FLOOR TRANSITION AT DOOR OPENING.

CASEWORK TYPES

TYPE A

CABINET P. LAM

COUNTER P. LAM

UPPER P. LAM (WHERE APPLICABLE)

TILE

TILE GB/

TILE

PAINT/

FAC

GB PAINTGB/

TILE

PAINT/

FAC

GB/

TILE

PAINT/

FAC

GB/

TILE

PAINT/

FAC

GB

GB

GB

EXST GB

GB

GB

GB

TYPE A

TYPE A

TYPE A

TYPE A

346.A

356.A

356.B

356.C

3EXST EXST EXST

EXST

CARPET

EXST RB EXST ACT 2EXST EXST EXST 3

3EXST RB FAC PAINT PAINT PAINT PAINTGB GB GB EXST GB OPEN TO

STRUCT.

NA

352.A HALL EXST

CARPET

EXST RB EXST ACTEXST GB PAINT EXST GB PAINT EXST GB PAINT EXST GB PAINT 352.AEXST EXST EXST

356.A356.B

356.C

2.

A

1C

1B

1A

North West South East

North West South East

North West South East

Section thru Shower 1" = 1'-0"

42 PT 42 PT

42 42

THIS IS A NOTE

CEILING TYPE C.2

WALL TILE ABOVE

SHOWER

SHOWER UNIT. NOTE,

SHOWER ROD AND

CURTAIN BY OWNER NOT

SHOWN.

HOLD WALL TILE FROM

CORNER 1"

SHOWER GRAB BARS

FOLDING SHOWER SEAT

RECESS CONC SLAB PER

SHOWER MANUFACTURER'S

INSTALLATION

REQUIREMENTS.

FLOAT FLOOR SUBSTRATE

AFTER SHOWER UNIT

INSTALLED TO MAINTAIN MAX

ELEVATION CHANGE FROM

SHOWER OPENING TO FLOOR

OF 1/4" AND MAX SLOPE IN ANY

DIRECTION IN SHOWER

ACCESS ZONE OF 1%, AND NO

MORE THAN 2% IN ANY

DIRECTION ELSEWHERE IN

ROOM.

SHOWER VALVE CONTROL

ZONE PER ICC ANSI A117.1

FIGURE 608.4.1

SEALANT ALL AROUND

SHOWER UNIT TO TILE.

CW

Interior Elevations

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A171

3Interior Elevation

2Interior Elevation

1Interior Elevation Shower Room 356.B

Shower Room 356.A

Manager Office 359 1/4" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

5Enlarged Plan Shower Rooms 356 and 356.A

3/8" = 1'-0"

SIM

1' -2

4' -0

/2

5'-9 1/2"5'-7 1/2"

2'-5" 2'-0 1/2" 3'-4 1/2" 4 1/2"3'-4 1/2"1'-9 1/2"+/-

7'-7"+/-

1'-2"

A170

A161

A161

3' -4

/4

V

ER

IF

Y

W

SH

O

W

ER

U N

IT

1' -6

/8

1'

-7

/2

A171

356.C

STORAGE

356.B

SHOWER B

356.A

SHOWER A

6.

E1

6.

A .1

6.

C .1

A171

A171

MIR

2'-9 1/2" 1'-2" 2'-9 1/2"

NOTE: SEE 1/A171 FOR NOTES

APPLICABLE TO THIS ROOM.

A171

4' -6

EC-Exst-WEC-Exst-W

IF4.24W0.0

IF4.24W2.0

IF6.24W2.0

IF

4.

W

2.

IA-Exst-W.0

ID

-E xs t-

W .0

ID

-E xs t-

W .0

IH

4.

W

2.

IG4.24W2.0

TOILET ACCESSORY SCHEDULE

GB1 GRAB BAR 1 (36")

GB2 GRAB BAR 2 (42")

GB3 GRAB BAR 3 (18")

M1 MIRROR 1

PTD PAPER TOWEL DISPENSER - OFOI

S18 SHELF (18")

SCD SEAT COVER DISPENSER

SD SOAP DISSPENER - OFOI

SND SANITARY NAPKIN DISPOSAL

TPD TOILET PAPER DISPENSER

WD WASTE RECEPTACLE

GB3

M1

SCD GB1

M1

SD

PTD

WR

TPD

SNDS18

IF4.24W0.0

GENERAL NOTES

a. EXTERIOR WINDOWS SHOWN ARE EXISTING. PROTECT FROM

DAMAGE.

KEYNOTES

1. CASED OPENING

2. EXST WINDOW SILL. 1" THICK APPLYPLY. FIELD VERIFY.

3. WRAP JAMB AND HEAD OF WINDOW OPENING WITH GYP

BOARD.

4. NEW WINDOW SILL. MATCH MATERIAL AND PROFILE OF EXST.

5. BASE CABINET WITH COUNTER

6. UPPER CABINET UNIT

7. ACCESS PANEL, 12" x 12"

8. EXISTING WINDOW UNIT TO BE CONCEALED. SEE FLOOR PLAN

FOR IGU REPLACEMENT.

9. RUBBER BASE. REMOVE EXST RUBBER BASE TO

ACCOMMODATE EXST.

10. EXST RUBBER BASE

11. BASE TILE

12. WALL TILE

13. WALL TILE TRANSITION STRIP

14. FIRE EXTINGUISHER CABINETS

15. SHOWER UNIT. NOTE, SHOWER ROD AND CURTAIN BY

OWNER NOT SHOWN.

16. CABINET LOCK, TYP

4 TYP.

9 TYP.

11 TYP.

12 TYP.

13 TYP.15

3 TYP.

STORAGE, OFOI.

NOTE: ALL TOILET

ACCESSORIES NOTED

TO BE INSTALLED IN

EACH SHOWER

ROOM.

SHOWER ACCESS

ZONE (36" x 48:). SEE

NOTES ON 4/A171

FOR FLOOR SLOPE

AND ELEVATION.

COUNTERTOP

SUPPORTED IN

CORNER AND

COUNTER BRACKET,

TYP.

STORAGE UNIT, OFOI

PROVIDE RECESS IN

SLAB PER SHOWER

MANUFACTURE'S

INSTALLATION

REQUIREMENTS.

NOTE: SEE 1/A171

FOR ACCESS PANEL

IN ROOM 356B.

FRP TO 48" AFF AT MOP

SINK FROM DOOR

FRAME ON WEST WALL

AND ALL ACROSS

NORTH WALL.

A161

SIM

South East

North West

North West South East

EastSouthWestNorth

CW

Interior Elevations

GENERAL NOTES

a. SEE SHEET A171 FOR GENERAL NOTES AND KEYNOTES

APPLICABLE HERE.

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A172

2Interior Elevation

1Interior Elevation Open Office 2 353

Open Office 2 353 1/4" = 1'-0"

1/4" = 1'-0"

3Interior Elevation Control 351

1/4" = 1'-0"

9 TYP.

TYP.

TYP.

4Interior Elevation 4Interior Elevation Open Office 3 358

1/4" = 1'-0"

A161

A161

2' -1

0" 1'

-8

2' -6

7' -0

2 TYP. 5

14 TYP.

TYP.

T

(X)

T

T T

T

FEC

FEC

7 1/2"

3' -6

1/ 2"~7"

R.O. +1/4" BEYOND

ALL SIDES, TYP

SCHEDULE 2"2"

FRAME, TYP

SC

H

ED

U

LE

2"

3' -6

3'

-8

4'-0"

7'-0" AFF

FINISH FLOOR FINISH FLOOR

3' -1

4'

-0

4'-0"

CW

Door Schedule

GENERAL NOTES

a. --.

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A180

DOOR SCHEDULE

302.E1 302 STAIR

IDENTIFICATION PERFORMANCE

FIRE RATING (minute)

DOOR FRAME

LOCATIONMARK

ROOM NAMERM #

SMOKE SOUND

CHARACTERISTICS

DOOR

TYPE FIN.

NOM. DIMENSIONS

WIDTH HEIGHT

NOTESSTATUS

MATER.

FRAME

TYPE FIN.MATER.

HARDWARE

GROUP

MARK

THERMAL

1 HR 1 HR NA 3'-0" 7'-0"NA NA B WD FAC HM PAINT GROUP 5

CONTROL351351.E1 -- -- -- -- -- WD FAC PAINT -- --

OPEN OFFICE 2353353.E1 -- -- -- -- -- WD FAC PAINT GROUP 4 --

EXISTING -- -- -- -- -- -- -- -- -- PAINT -- --SHOWER B356.B356.E1

NEW -- -- -- YES -- -- -- -- -- GROUP 2 --356.A356.1

NEW -- -- -- NA -- -- -- -- -- --356.C356.C.1

EXISTING -- -- -- -- -- WD FAC -- -- --STORAGE357357.E1

-- -- -- -- -- -- -- -- -- PAINT -- --OPEN OFFICE 3358358.E1

-- -- -- YES -- -- -- -- -- --

1Frame, Door, and Relite Type Type A Type B

Door Frame 1

1/4" = 1'-0"

SHOWER A

STORAGE

MANAGER OFFICE359359.1

302.E1

351.E1

353.E1

356.E1

356.1

356.2

357.E1

358.E1

359.1

3'-0" 7'-0"

3'-0" 7'-0"

3'-0" 7'-0"

EXISTING

NEW

EXISTING

EXISTING

EXISTING

A

A

A

A

A

A

A

A

353.E1

302.E2

349.E1 358.E1

0.

E1

7.

E1

351.E1

347.E1

346.E1

359.1

HM

HM

HM

HM

HM

HM

HM

HM

HM

PAINT

PAINT

PAINT

GROUP 3

GROUP 1

Relite B - See 08 5659Relite A - HM

7.

6.

E1

357.C.1

2.

E1

Key Plan

NTS

PA

N

EL

I-

FS2-(E)

FS1-(E)

T

(E)

PA

N

EL

M

-2

T

T T

T

CW1Floor Plan Furniture Plan - Third Floor - NE8'4'2''0'

1/4" = 1'-0"

PROJECT: 22022

PSC 3rd Floor Improvements City of Roseburg

Construction Documents

REVISIONS:

CHECKED:

DATE: 10.03.2024

wilson-architecture.com | 541-912-0878

A193.3 Third Floor - NE

OPEN OFFICE 2

STORAGE

HALL

OPEN OFFICE 3

MANAGER

OPEN OFFICE

STORAGE

CONTROL

MECHANICAL

MEETING ROOM

346.A

ELECTRICAL

SERVER

STAIR

MGR OFFICE

356.A

SHOWER A

356.B

SHOWER B

356.C

STORAGE

Furniture Plan for reference only.

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City of Roseburg

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