Exhibit N Pioneer Hall Bid & Permit Drawings (03.13.24).pdf

A101

SIM

A101

A101 1R e f

XX

X

Name Elevation

N

Room name

150 SF

A101

SIM

View Name A1.1

1/4" = 1'-0"

ROOM NAME

ROOM NUMBER

ROOM AREA

KEYNOTE TAG

REVISION SET TAG

1i

DOOR NUMBER

FINISH TYPE

WINDOW/GLAZING

TAG

LEVEL HEAD

SHEET REFERENCE

ELEVATION REFERENCE

ELEVATION SYMBOL

SHEET REFERENCE

INTERIOR ELEVATION

REFERENCE

INTERIOR

ELEVATION SYMBOL

SHEET REFERENCE

INTERIOR ELEVATION

REFERENCE

BUILDING & WALL

SECTION

SHEET REFERENCE

DRAWING

REFERENCE

DETAIL

REFERENCE

A101

SIM

SHEET REFERENCE

DRAWING

REFERENCE

ENLARGED

PLAN

DESIGNATED AREA

PROJECT NORTH

SHEET REFRENCE

VIEW TITLE

DRAWING SCALE

WALL TYPE TAG

STRUCTURAL

KEYNOTE TAG

CEILING TAG

FLOOR

TRANSITION TAG

CENTER LINE

DELTA w// CURRENT

REVISION NUMBER

PREVIOUS REVISION

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

NOTES

ACT

8'-0"

Remarks

EX#

EX#

ME#

ME#

XX#

XX# FLOOR FINISH

BASE FINISH

ADDITIONAL NOTES

WALL FINISHES

FINISH TAG

TR#

A101

Ref

R e f

R e f

Ref

SHEET REFERENCE

DRAWING

REFERENCE

PHOTO REFERENCE

FINISH TAG

XX

DRAWING NUMBER

1i PLUMBING FIXTURE TAG

1 Ref

R e f

1 Ref

R e f

ADDITONAL KEYNOTE

PROJECT LOCATION:

73 WINBURN WAY,

ASHLAND, OR 97520

ASHLAND COMMUNITY CENTER

PIONEER HALL - HATCH INDICATES AREA

OF WORK

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

G0.00

COVER SHEET

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

PIONEER HALL RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

100% CONSTRUCTION DOCUMENTS | BID & PERMIT

N

PROJECT TEAM SHEET INDEX

A.B. ANCHOR BOLT

A.C. ASPHALT CONCRETE

A.C.B. ACOUSTICAL BOARD

ACI AMERICAN CONCRETE

INSTITUTE

A.C.P. ACOUSTICAL PANEL

A.C.T. ACOUSTICAL CEILING

TILE

ADD'L. ADDITIONAL

A.D. AREA DRAIN

ADJ. ADJUSTABLE

A.F. ACCESS FLOORING

AGGR. AGGREGATE

A.F.F. ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ARCH. ARCHITECT

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING

SOCIETY

BD. BOARD

BITUM. BITUMINOUS

BKP. BACKING PLATE

BLDG. BUILDING

BM. BEAM

BOT./B.O. BOTTOM/BOTTOM OF

C.B. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

C.G. CORNER GUARD

C.I. CAST IRON

C.J. CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLG. CEILING

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

C.O. CASED OPENING

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CORR. CORRIDOR

CPT. CARPET

CTSK. COUNTERSUNK

C.T. CERAMIC TILE

CTR. CENTER

DBA DEFORMED BAR

ANCHOR

D.F. DRINKING FOUNTAIN

D.L. DEAD LOAD

DET. DETAIL

DIA., ⌀ DIAMETER

DISP. DISPENSER

DR. DOOR

DWG. DRAWING

DWR. DRAWER

D.S. DOWNSPOUT

D.S.P. DRY STANDPIPE

(E) EXISTING

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

EL. ELEVATION

EQ. EQUAL

EXPO. EXPOSED

EXP. EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

FB. FLAT BAR

F.D. FLOOR DRAIN

FDN. FOUNDATION

FE FIRE EXTINGUISHER

F.H. FLAT HEAD

FIN. FINISH

FLR. FLOOR

F.O.C FACE OF CONCRETE

F.O.F FACE OF FINISH

F.O.S. FACE OF STUDS

F.S. FULL SIZE

FT. FOOT

FTG. FOOTING

FUT. FUTURE

Ga. GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLULAM BEAM

G.B. GRAB BAR

GND. GROUND

GYP. GYPSUM

G.W.B. GYPSUM WALL BOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL

STEEL

IBC INTERNATIONAL

BUILDING CODE

I.D. INSIDE DIAMETER

IN. INCH

INT. INTERIOR

J.B. JUNCTION BOX

J.O.H. JAMB OPENING HEIGHT

J.O.W. JAMB WIDTH

JT. JOINT

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LAM. LAMINATE

LB. POUND

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

LVF LOW VELOCITY FASTENER

MAX. MAXIMUM

MBMA METAL BUILDING

MANUFACTURERS

ASSOCIATION

M.C. MEDICINE CABINET

M.D.F. MEDIUM DENSITY

FIBERBOARD

M.D.O. MEDIUM DENSITY

OVERLAY

MECH. MECHANICAL

MEMB. MEMBRANE

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.P. MIDPOINT

MPH MILES PER HOUR

M.S. MACHINE SCREW

MT MAGNETIC PARTICLE

TESTING

MTD. MOUNTED

MUL. MULLION

(N) NEW

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

OBS. OBSCURE

o.c. ON CENTER

O.C.D. OVERHEAD COILING

DOOR

O.C.G OVERHEAD COILING

GRILLE

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED

CONTRACTOR

INSTALLED

O.F.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED

OWNER INSTALLED

OH. OPPOSITE HAND

OPP. OPPOSITE

OWJ OPEN WEB JOIST

-GENERAL-

G0.00 COVER SHEET

G1.00 CODE PLAN - PIONEER HALL

G2.00 TYPICAL ADA STANDARDS - EXISTING

G2.10 TYPICAL ADA STANDARDS - EXISTING

-ARCHITECTURAL-

A0.00 ASSEMBLIES & DOOR & WINDOW SCHEDULE

A0.10 FINISH SCHEDULES

A1.00 FLOOR PLAN

A1.10 FINISH FLOOR PLAN

A2.00 REFLECTED CEILING PLAN

A3.00 ENLARGED PLANS & INTERIOR ELEVATIONS

A3.10 ENLARGED PLANS & INTERIOR ELEVATIONS

A3.11 ENLARGED PLANS & INTERIOR ELEVATIONS

A4.00 BUILDING SECTION

A5.00 INTERIOR DETAILS

OWNER:

CONTACT: JASON STRAIGHT PM

CITY OF ASHLAND PUBLIC WORKS

51 WINBURN WAY

ASHLAND, OR 97520

T 541.552.2419

ARCHITECTURE:

STAMPING REGISTRANT: ZACH STOKES, P.E.

CONTACT: JESSI RUSSELL, ARCHITECT

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

STRUCTURAL ENGINEERING:

ENGINEER OF RECORD: MATT SMITH, P.E. S.E.

CONTACT: STEPHEN CHASE

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

GENERAL CONTRACTOR:

TBD

1. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS

SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL

NOTIFY THE PROJECT TEAM OF ANY SIGNIFICANT

DISCREPANCIES FROM CONDITIONS SHOWN ON THE

DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL CONSTRUCTION MEANS AND METHODS.

RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO

DEMOLITION AND CONSTRUCTION MEANS AND METHODS,

TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO

COMPLETE CONSTRUCTION.

3. BEFORE STARTING A SECTION OF WORK THE

CONTRACTOR SHALL CAREFULLY EXAMINE PREPARATORY

WORK THAT HAS BEEN EXECUTED. ENSURE THAT WORK

AND ADJACENT RELATED WORK WILL FINISH TO PROPER

PLANES AND LEVELS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

CODES.

5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL

CONTRACT DOCUMENTS, FIELD CONDITIONS, AND

DIMENSIONS FOR ACCURACY AND CONFIRMING THAT

WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING

WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS,

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE PROJECT TEAM BEFORE

PROCEEDING WITH THE WORK IN QUESTION OR RELATE

WORK.

6. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN

DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR

REQUIRING DIMENSIONS NOT NOTED SHALL ALWAYS

CONTACT THE PROJECT TEAM FOR SUCH INFORMATION

PRIOR TO PRECEDING WITH WORK RELATED TO THOSE

DIMENSIONS

7. THE CONTRACTOR SHALL PROTECT, PATCH, AND REPAIR

TO MATCH ANY WALLS, FLOORS, CEILINGS, AND/OR OTHER

SURFACES WHICH MAY BE DISTURBED DURING THE

INSTALLATION OF MECHANICAL, ELECTRICAL, PLUMBING

OR OTHER OWNER WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING AND PATCHING REQUIRED FOR PROPER

INSTALLATION OF MATERIAL AND EQUIPMENT. PROVIDE

DEMOLITION AND PATCH/REPAIR IN ALL AREAS (WHETHER

SPECIFICALLY SHOWN OR NOT) TO ACCOMMODATE ALL

WORK.

9. IF THE CONTRACTOR ENCOUNTERS A CONDITION NOT

COVERED IN THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR SHALL NOTIFY AND RESOLVE THE ISSUE

WITH THE PROJECT TEAM BEFORE COMMENCING ANY

WORK.

10. ALL PERMITS ASSOCIATED WITH THE PROJECT SHALL BE

PAID AND OBTAINED BY THE CONTRACTOR.

11. GENERAL CONTRACTOR SHALL BE SOLELY AND

COMPLETELY RESPONSIBLE FOR JOB CONDITIONS OF THE

JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY

AND COMPLIANCE WITH OSHA SAFETY STANDARDS.

12. WHEN PORTIONS OF THE WORK ARE PERFORMED BY THE

CONTRACTOR ON A DESIGN-BUILD BASIS, THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

DESIGN OF SUCH SYSTEMS AND FOR THE SECURING OF

ALL ASSOCIATED PERMITS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF ALL DESIGN

BUILD SUB CONTRACTORS.

13. CONTRACTOR SHALL AVOID INTERFERENCE AND CONFLICT

WITH THE BUILDING'S NORMAL OPERATION. CONTRACTOR

TO COMPLY WITH THE BUILDING RULES AND REGULATIONS

REGARDING SCHEDULING AND USE OF ELEVATORS AND

LOADING DOCKS FOR DELIVERY AND HANDLING OF

MATERIALS, EQUIPMENT, AND DEBRIS.

14. ALL KEY NOTES INDICATE NEW ITEMS TYPICALLY U.N.O.

15. CONTRACTOR TO REVIEW ABATEMENT REPORT PRIOR TO

START OF CONSTRUCTION.

PAF POWDER ACTUATED

FASTENER

P/C PRECAST (CONCRETE)

PCF POUNDS PER CUBIC

FOOT

PL PLATE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

P.C.P. PORTLAND CEMENT

PLASTER

PJP PARTIAL JOINT

PENETRATION

PR. PAIR

PSF POUNDS PER FOOT

PSI POUNDS PER INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

PTN. PARTITION

(R) REMOVE

R., RAD. RADIUS

R.C.P. REFLECTED CEILING

PLAN

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

RL. RELOCATE

R.O. ROUGH OPENING

RWD. REDWOOD

REV. REVERSED

S.C. SOLID CORE or SLIP

CRITICAL

S.C.D. SEE CIVIL DRAWINGS

SCHED. SCHEDULE

SHR. SHOWER

SIM. SIMILAR

S.J. SCORE JOINT

S.L.D. SEE LANDSCAPING

DRAWINGS

SLRS SEISMIC LOAD RESISTING

SYSTEM

S.M. SHEET METAL

S.M.D SEE MECHANICAL

DRAWINGS

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S.D. SEE STRUCTURAL

DRAWINGS

S.S. STAINLESS STEEL

SSMA STEEL STUD

MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

S.T.S. SELF TAPPING SCREW

SUSP. SUSPENDED

SYM. SYMMETRICAL

THRU THROUGH

TYP. TYPICAL

TRD. TREAD

T.B. TOWEL BAR

T.C. TOP OF CURB

T & G TONGUE AND GROOVE

THK. THICK

TJ TRUSS JOIST

T.P. TOP OF PAVEMENT

TRANS. TRANSVERSE

T.W. TOP OF WALL

U.N.O. UNLESS NOTED

OTHERWISE

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

V.T.R. VENT THROUGH ROOF

w/ WITH w/o WITHOUT

W.C. WATER CLOSET

WF WIDE FLANGE

W.O. WINDOW OPENING

W.P. WORK POINT

EXTERIOR PHOTOPROJECT NOTES PROJECT TEAMABBREVIATIONS PROJECT NARRATIVE SHEET INDEX

AERIAL PHOTO

SYMBOLS LEGEND

VICINITY MAP

N

-DEMO-

D1.00 DEMO FLOOR PLAN

D2.00 DEMO REFLECTED CEILING PLAN

D3.00 DEMO PHOTOS

THE SCOPE OF THIS PROJECT CONSISTS OF VOLUNTARY STRUCTURAL

IMPROVEMENTS TO THE EXISTING ROOF FRAMING AND FLOOR FRAMING,

RECONFIGURING THE RESTROOMS TO PROVIDE AN ADA ACCESSIBLE RESTROOM,

AND THE ADDITION OF PRIVATE OFFICE SPACE WITHIN THE EXISTING OPEN OFFICE

SPACE.

-STRUCTURAL-

S0.10 STRUCTURAL GENERAL NOTES

S1.10 FOUNDATION PLAN

S2.10 ROOF FRAMING PLAN

S3.10 STRUCTURAL DETAILS

DESIGN BUILD SCOPE

G.C. AND SUBCONTRACTORS TO REVIEW PLANS, VERIFY EXISTING CONDITIONS AND

PROVIDE CODE REQUIRED MEP DESIGN IN COORDINATION WITH THE

ARCHITECTURAL PLANS. FURTHER MODIFICATIONS MAY BE REQUIRED.

MECHANICAL:

1. REROUTE/REINSTALL (E) DUCT WORK AS NEEDED TO IMPLEMENT

STRUCTURAL IMPROVEMENTS IN CEILING.

2. DEMO (E) AND RELOCATE/REPLACE (N) EXHAUST FANS.

3. DEMO (E) FURNACE AND REPLACE w/ (N) ELECTRIC HVAC SYSTEM.

PLUMBING:

1. DEMO (E) PLUMBING FIXTURES AND REPLACE WITH (N). MODIFY

WATER/WASTE/VENT LINES AS NECESSARY TO ACCOMMODATE (N) FIXTURE

LOCATIONS.

2. RELOCATE (E) WATER HEATER.

ELECTRICAL:

1. DEMO (E) LIGHT FIXTURES AND REPLACE WITH (N).

DEFERRED SUBMITTALS

ZCS SHALL PERFORM GENERAL REVIEW OF ANY DEFERRED

SUBMITTAL DESIGNS PRIOR TO SUBMITTING TO THE AHJ AND

PRIOR TO CONSTRUCTION IMPLEMENTATION FOR GENERAL

CONFORMANCE TO THE DESIGN INTENT. DEFERRED SUBMITTAL

ITEMS SHALL NOT BE SPECIALLY FABRICATED OR INSTALLED UNTIL

APPROVED BY THE AHJ AND ZCS.

ALTERNATES

A. PAINT ALL (E) INTERIOR WALLS. REFINISH ALL (E) WOOD BASE AND INTERIOR

DOOR AND WINDOW TRIM - STAIN TO MATCH (E).

REVISION ID: DATE:

WH

A

B

C

1 2 3

899 SF

MEETING

HALL

A-3

129 occs.

7 /sf

2 Exit(s)

320 SF

OPEN OFFICE

B

3 occs.

150 /sf

1 Exit(s)

144 SF

KITCHEN

B

1 occs.

200 /sf

1 Exit(s)

ADA

EXIT

E X

IT

EXIT

231 SF

OFFICE

B

2 occs.

150 /sf

1 Exit(s)

79 SF

OFFICE

B

1 occs.

150 /sf

1 Exit(s)

FIRE LIFE SAFETY LEGEND

EXIT

Room name

OccType

# occs.

150 sf OLF /sf

# Exit(s)

(E) EXIT SIGN

EMERGENCY EXIT ROUTE

ROOM OCCUPANT LOAD

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

G1.00

CODE PLAN -

PIONEER HALL

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

G1.00 3/16" = 1'-0"

CODE PLAN - PIONEER HALL1

N

LIFE SAFETY CODE SUMMARY

SCOPE

THE SCOPE OF THIS PROJECT CONSISTS OF VOLUNTARY

STRUCTURAL IMPROVEMENTS. INCIDENTAL TO THE STRUCTURAL

IMPROVEMENTS, THERE WILL BE RECONFIGURATION OF TWO

SINGLE-USER RESTROOMS w/ ONLY ONE BEING ADA COMPLIANT.

THERE WILL ALSO BE A PARTITION WALL THAT SEPARATES THE

"OPEN OFFICE" SPACE INTO TWO, PROVIDING AN ADDITIONAL

OFFICE WORKSPACE AREA.

APPLICABLE CODES

BUILDING CODE 2022 OSSC

PLUMBING CODE 2023 OPSC

MECHANICAL CODE 2022 OMSC

ELECTRICAL CODE 2023 OESC

ENERGY SPECIALITY CODE 2021 OEESC

ACCESSIBILITY 2017 ICC A117.1

FIRE CODE 2022 OFC

LOT INFORMATION

73 WINBURN WAY, ASHLAND, OR 97520

BUILDING INFORMATION

(E) BUILDING AREA: 2,351 SF

BUILDING AREA ALLOWED: VB=9,000 SF

NUMBER OF STORIES: 1

STORIES ALLOWED: VB = 1

(E) BUILDING HEIGHT: 17-2" ±

BUILDING HEIGHT ALLOWED: VB = 40'-0"

CONSTRUCTION TYPE: VB

FIRE SPRINKLER: NO

FIRE ALARM: NO

OCCUPANCY

A-3 OCC 129 OCCUPANTS

B OCC 7 OCCUPANTS

TOTAL 136 OCCUPANTS

NUMBER OF EXITS REQUIRED: 2

NUMBER OF EXITS PROVIDED: 3

EGRESS REQUIREMENTS

EXIT ACCESS TRAVEL DISTANCE - (EATD)

(OSSC SECTION 1017.2): 200 FT

COMMON PATH OF EGRESS TRAVEL - (CPET)

(OSSC SECTION 1006.2.1) : 75 FT

1110.2 TOILET AND BATHING FACILITIES

EXCEPTION #3: WHERE MULTIPLE SINGLE-USER TOILET ROOMS

OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION,

AT LEAST 50 PERCENT BUT NOT LESS THAN ONE ROOM FOR

EACH USE AT EACH CLUSTER SHALL BE ACCESSIBLE

ENERGY CODE REQUIREMENTS:

CLIMATE ZONE 4 - NON RESIDENTIAL

ROOF: ATTIC R-49

TOTAL PROVIDED 2 2

TOTAL REQUIRED 2 1

BUSINESS 7 1/25 1/40 0.28 0.175

ASSEMBLY 129 1/75 1/200 1.72 0.645

TOTAL TOTAL MALE/FEMALE MALE/FEMALE

TOTAL

W/C LAV W/C LAVGROUP

OCC LOAD FIXTURE RATIOS FIXTURE REQUIREMENTS

PLUMBING COUNT PER TABLE 2902.1

(C)

M

IN

WIDTH

DOOR

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

10" MAX.

M

IN

M

A X

10" MAX.

M

A X

>10" - 24" MAX.

M

A X

M

A X

CIRCULAR T-SHAPED OPTION

TURNING SPACE (EXISTING BUILDINGS) - SECTION 304

60" MIN.

OVERLAP OF KNEE AND TOE

M

IN

M

A X

M

A X

20" MAX. >20" - 25" MAX.

M

A X

UNOBSTRUCTED FWD REACH OBSTRUCTED HIGH FORWARD REACH

60" MIN.

M

IN

M

IN

M

IN

MIN.

12"

36" MIN.

MIN.

12" OVERLAP OF KNEE AND TOE

ARM

PULL SIDE PUSH SIDE

PUSH SIDE - DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

M

IN

18" MIN.

M

IN

X

X

M

IN

12" MIN.

MANEUVERING CLEARANCES AT RECESSED DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.5

FRONT APPROACHPOCKET OR HINGE APPROACHSTOP OR LATCH APPROACH

M

IN

M

IN

22" MIN.

M

IN

24" MIN.

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.3

FRONT APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDELATCH APPROACH, PULL SIDE

(A) (B)

FRONT APPROACH, PULL SIDE

TWO DOORS OR GATES IN A SERIES (EXISTING BUILDINGS) - SECTION 404.2.5

MANEUVERING CLEARANCE AT SWINGING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3

WIDTH

DOOR

M

IN

M

IN

18" MIN.

M

IN

*12" MIN.

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

36" MIN.

M

IN

M

IN

42" MIN.*4

M

IN

22" MIN.

*48" MIN. IF BOTH

CLOSER AND LATCH

ARE PROVIDED

*4

M

IN

24" MIN.

*54" MIN. IF CLOSER

IS PROVIDED

*4

M

IN

24" MIN.

*48" MIN. IF CLOSER

IS PROVIDED

60" MIN. 48" MIN.

WIDTH

DOOR

LATCH APPROACH, PUSH SIDE

FLOOR SURFACES - SECTION 302

NOTE:

CARPET OR CARPET TILE SHALL HAVE A LOOP,

TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL

CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX.

IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE

FASTENED TO THE FLOOR AND SHALL HAVE TRIM

ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.

1/2" MAX.

OPENINGS IN FLOOR SURFACES - SECTION 302.3

1/2" MAX.

LONG DIMENSION

PERPENDICULAR

TO DIRECTION

OF TRAVEL

PREDOMINANT

DIRECTION OF TRAVEL

CHANGES IN LEVEL - SECTION 303

/4

M

A X

VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (A)

/4

/2

M

A X

BEVELED CHANGE IN LEVEL (B)

/2

M

A X

NOTE:

CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT

SHALL BE BY RAMP COMPLYING WITH SECTION 405 OR

BY A CURB CAMP COMPLYING WITH SECTION 406

PARALLEL

POSITION OF CLEAR FLOOR SPACE (EXISTING BUILDINGS) - SECTION 305.5

M

IN

48" MIN.

FORWARD

M

IN

30" MIN.

FORWARD APPROACHPARALLEL APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE - SECTION 305.7

60" MIN.

X

36" MIN.

X

KNEE AND TOE CLEARANCE - SECTION 306

8" MIN.

M

IN

M

IN

11" MIN.

M

IN

25" MAX.

M

IN

25" MAX.

17" MIN.

6" MAX.

TOE CLEARANCE - ELEVATION

TOE CLEARANCE - PLAN

KNEE CLEARANCE - ELEVATION

KNEE CLEARANCE - PLAN

x

4" MAX.

X

4" MAX. 4" MAX.

POST

SIGN

M

A X

X > 12"

4" MAX. 4" MAX.

X < 12"

X > 12"

UNLIMITED

POST MOUNTED PROTRUDING OBJECTSLIMITS OF PROTRUDING OBJECTS

PROTRUDING OBJECTS - SECTION 307

NOTE:

ROTRUDING OBJECTS SHALL NOT REDUCE THE

CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES

REDUCED VERTICAL CLEARANCE

M

A X

X

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

CLEAR WIDTH OF AN INTERIOR ACCESSIBLE ROUTE (EXISTING BUILDINGS) - SECTION 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - INTERIOR

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - EXTERIOR

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

42" MIN.

X < 48"

42" MIN.

M

IN

36" MIN.

X < 48"

36" MIN.

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 2

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 1

M

IN

38" MIN.

60" MIN.

M

IN

M

IN

PASSING SPACE - 60"x60" OPTION

M

IN

PASSING SPACE - T-TURN OPTION

M

IN

M

IN

48" MIN. 36" MIN. 48" MIN.

T-TURN COMPLYING

WITH SECTION 304

CLEAR WIDTH AT 90-DEGREE TURN

REACH RANGES - SECTION 308

SLIDING DOOR

HINGED DOOR

32" MIN.

32" MIN.

CLEAR WIDTH OF DOORWAYS - SECTION 404.2

32" MIN.

FOLDING DOOR DOORWAYS WITHIN DOORS

36" MIN.

60" MIN. 60" MIN.

LANDING RAMP RUN LANDING

AT LEAST AS WIDE

AS RAMP RUN

60" MIN.

LANDING

M

IN

RAMP

RUN

RAMP

RUN

RAMPS - SECTION 405 RAMP EDGE PROTECTION - SECTION 405.9

RAMP

LANDING

10"

/2

M

A X

OR

10"

/2

M

A X

EDGE PROTECTION - LIMITED DROP-OFF EXCEPTION

12" MIN. 12" MIN.

EXTENDED FLOOR SURFACE

CURB

M

IN

C

U R

B

BARRIER

BARRIER PREVENTS PASSAGE

OF 4" SPHERE WITH ANY

PORTION WITHIN 4" OF FLOOR

NOTE:

1. RAMPS SHALL HAVE A RUNNING SLOPE

GREATER THAN 1:20 AND NOT STEEPER

THAN 1:12.

2. CROSS SLOPE OF RAMP RUNS SHALL

NOT BE STEEPER THAN 1:48.

3. HANDRAILS AND HANDRAIL SUPPORTS

THAT ARE PROVIDED ON THE RAMP RUN

SHALL NOT PROJECT INTO THE

REQUIRED CLEAR WIDTH OF THE RAMP

RUN.

4. THE RISE FOR ANY RAMP RUN SHALL BE

30" MAX.

5. RAMPS SHALL HAVE LANDINGS AT THE

BOTTOM AND TOP OF EACH RAMP RUN

6. LANDINGS SHALL HAVE A SLOPE NOT

STEEPER THAN 1:48.

7. CLEAR WIDTH OF LANDINGS SHALL BE AT

LEAST AS WIDE AS THE WIDEST RAMP

RUN LEADING TO THE LANDING.

8. RAMP RUNS WITH A RISE GREATER THAN

6" SHALL HAVE HANDRAILS.

NOTE:

EDGE PROTECTION SHALL BE PROVIDED ON

EACH SIDE OF RAMP RUNS AND AT EACH SIDE

OF RAMP LANDINGS

M

A X

B A

S E

M

IN

IC

C

A .1

E

X

IS

T

IN

G B

U

IL

D

IN

G S

127 NW D Street, Grants Pass, Oregon 97526 | 541-479-3865

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M

G2.00

TYPICAL ADA

STANDARDS -

EXISTING

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

DATE: Description

M

A X

M

IN

12" MAX

1"

1-1/2" MIN. CLR.

STAIR HANDRAIL & EXTENSIONS RAMP HANDRAIL & EXTENSIONS

12" MIN.

CONTINUE TO SLOPE FOR

THE DEPTH OF ONE TREAD

BEYOND THE BOTTOM RISER

NOTES:

1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.

2. HANDRAILS SHALL BE CONTINUOUS WITHIN FULL LENGTH OF EACH

STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR

DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHT

FLIGHTS AND RUNS.

3. HANDRAIL HEIGHT SHALL BE MEASURED VERTICALLY ABOVE NOSINGS,

RAMP SURFACES AND WALKING SURFACES.

4. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION

BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR

OBSTRUCTTIONS.

5. HANDRAIL CROSS SECTIONS:

A. CIRCULAR: 1 1/14" MIN. - 2" MAX.

B. NONCIRCULAR PERIMETER: 4" MIN. - 6 1/4" MAX.

C. NONCIRCULAR CROSS SECTION: 2 1/4" MAX.

6. HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR FLOOR,

OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP

RUN OR AN ADJACENT STAIR FLIGHT.

12" MIN. 12" MIN.

FIXTURES DIM# MOUNTING HEIGHT

B

C

D

E

F

G

I

J

K

L

M

N

O

Q

R

EXTEND 42" MIN FROM THE SIDE WALL

TOILET 16" MIN - 18" MAX TO CENTER FROM SIDE WALL

URINAL (ADA) 17" TO RIM A.F.F

URINAL 24" TO RIM A.F.F.

SINK (ADA) 34" MAX TO THE HIGHER OF THE RIM OR COUNTER SURFACE

MIRROR 40" MAX TO BOTTOM EDGE OF REFLECTING SURFACE

HORIZONTAL GRAB BAR 33" MIN - 36" MAX HEIGHT A.F.F. TO T.O. GRIPPING SURFACE

VERTICAL GRAB BAR 39" MIN - 41" MAX HEIGHT A.F.F.

18" MIN IN LENGTH

SIDE WALL GRAB BAR 12" MAX FROM REAR WALL

42" MIN IN LENGTH

EXTEND 54" MIN FROM REAR WALL

39" MIN - 41" MAX FROM THE REAR WALL TO CENTERLINE OF BAR

TOILET 17" MIN - 19" MAX TO T.O. SEAT A.F.F.

18" MIN. TO OUTLET OF DISPENSOR A.F.F.

1 1/2" MIN. FROM B.O. GRAB BAR

24" MIN - 36" MAX FROM WALL TO OUTLET OF DISPENSOR

42" MAX FROM WALL TO OUTLET OF DISPENSOR

H

D

J K

N O

G H

E

F

D

A

REAR WALL GRAB BAR A 36" MIN IN LENGTH

6" MAX.

B

C

I

M

L

R

Q

P

REAR WALL GRAB BAR

G

VERTICAL GRAB BAR

SIDE WALL GRAB BAR

SIDE WALL GRAB BAR

VERTICAL GRAB BAR

TOILET PAPER AND

SEAT COVER DISPENSER

TOILET PAPER DISPENSER

TOILET PAPER DISPENSER

S

S

48" MAX A.F.F. TO HIGHEST OPERABLE PARTS OR

44" MAX A.F.F. IF OVER AN OBSTRUCTION W/ A DEPTH OF >20"

ACCESSORY DISPENSERS

P

P

WATER CLOSET CLEARANCE SIZE - SECTION 604.3

AMBULATORY ACCESSIBLE TOILET COMPARTMENT - SECTION 604.10

LAVATORY CLEAR FLOOR SPACE LAVATORY KNEE AND TOE CLEARANCE

M

IN

8" MIN

CLEARANCE

11" MIN KNEE

CLEARANCE

6" MAX TOE

M

IN

M

IN

59" MIN. FLOOR MOUNT

56" MIN. WALL HUNG

NOTE:

THE REQUIRED CLEARANCE AROUND THE

WATER CLOSET SHALL BE PERMITTED TO

OVERLAP THE WATER CLOSET,

ASSOCIATED GRAB BARS, PAPER

DISPENSERS, SANITARY NAPKIN

RECEPTACLES, COAT 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

M

IN

48" MIN.

TYPICAL MOUNTING REQUIREMENTS

60" MIN.

DOOR SHALL NOT SWING INTO

THE REQUIRED MINIMUM AREA

OF THE COMPARTMENT

M

IN

4" MAX.

56" MIN.

OR

M A

X

F L O

O R

M O

U N

T E

D

M

IN

W A

L L

H U

N G

M

IN

O R

O R

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT & DOOR OPENING LOCATION - SECTION 604.9

37" MAX.

35" MIN.

17" MIN. - 19" MAX.

M

IN

M

IN

56" MIN. WALL HUNG (ADULT)

59" MIN. FLOOR MOUNTED (ADULT)

59" MIN. WALL & FLOOR MOUNT (CHILDREN)

T

TBABY CHANGING TABLE 28" MIN - 34" MAX HEIGHT A.F.F.

TOILET PAPER AND

SANITARY NAPKIN

DISPENSER

NOTE:

LETTERS AND NUMBERS ON SIGNS SHALL BE

RAISED 1/32" MIN. AND SHALL BE SANS-SERIF

UPPERCASE CHARACTERS ACCOMPANIED BY

CONTRACTED GRADE 2 BRAILLE WITH A

CONTRASTING BACKGROUND.

PICTOGRAMS SHALL HAVE A

NONGLARE FINISH AND

SHALL CONTRAST WITH

THEIR FIELDS

RESTROOM SIGN LOCATION

GENERAL SIGNAGE REQUIREMENTS

WOMENHEIGHT OF

CHARACTERS SHALL BE

5/8" MIN. TO 2" MAX.

BRAILLE SHALL BE

CONTRACTED GRADE II

SIGN SHALL BE PROVIDED

ON LATCH SIDE OF DOOR

RAISED CHARACTERS SHALL

BE 48" MIN. A.F.F. MEASURED

TO BASELINE OF LOWEST

RAISED CHARACTER AND 60"

MAX. A.F.F. TO THE HIGHEST

RAISED CHARACTER

M

IN

F

IE

L

D

STAIR TREADS AND RISERS - SECTION 504

M A

X

M

IN

11" MIN.

TREADS AND RISERS

STAIR NOSINGS - VERTICAL RISER

CURVE OR BEVEL AT LEADING EDGE

1/2" MAX. ROUNDED 1/2" MAX. BEVEL

.0

1 1/2" MAX.

CURVED

CURVED NOSING

BEVELED NOSING

1 1/2" MAX.

BEVELED

30° MAX.

ANGLED RISER

NOTES:

1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE A

UNIFORM RISER HEIGHT AND UNIFORM TREAD DEPTH.

2. OPEN RISERS SHALL NOT BE PERMITTED.

3. NOSINGS WITHIN A STAIRWAY SHALL BE UNIFORM.

4. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE

THE UNDERSIDE OF THE LEADING EDGE CURVED OR

BEVELED.

5. VISUAL CONTRAST SHALL COMPLY WITH EITHER A OR B:

A. THE LEADING 1" - 2" OF EVERY TREAD AND

LANDING, MEASURED HORIZONTALLY FROM THE

LEADING EDGE OF THE NOSING, SHALL CONSIST

OF A SOLID COLOR HAVING VISUAL CONTRAST

OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM

THE REMAINDER OF THE TREAD. THE

CONTRASTING MARKING SHALL BE DURABLE

AND SHALL EXTEND FROM ONE SIDE OF EACH

TREAD TO THE OTHER SIDE OF EACH TREAD.

B. DURABLE DISTINCTIVE WARNING MARKINGS

REQUIRED BY THE ADOPTED BUILDING CODE OR

ANSI SAFETY SANDARD.

HANDRAILS - SECTION 505

HANDRAIL CLEARANCE

52" MIN.

M

IN

C H

IL

D

R E

N

A D

U L T

M

A X

M

A X

S T

A N

D

IN

G U

E

C

H

IL

D R

E N

M

IN

M

A X

M

IN

M

A X

S T

A N

D

IN

G U

E

D U

L T

DRINKING FOUNTAINS - SECTION 602

CLEAR FLOOR SPACE

& SPOUT LOCATION

WHEELCHAIR DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

5" MAX.

ADULT

15" MIN.

STANDING USE DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

NOTE:

WHERE BOTTLE FILLING STATIONS ARE

PART OF THE DRINKING FOUNTAIN FOR

PERSONS WHO ARE STANDING, THE

BOTTLE FILLING STATION IS NOT REQUIRED

TO COMPLY WITH THIS SECTION PROVIDED

A BOTTLE FILLING STATION IS LOCATED AT

THE DRINKING FOUNTAIN FOR PERSONS

USING WHEELCHAIRS.

DOOR SWINGING IN ON

FRONT WALL OF PARTITION

DOOR SWINGING IN ON

SIDE WALL OF PARTITION

8"

" 1

M

IN

PARTITION

8"

TOE CLEARANCE - PLAN TOE CLEARANCE - ELEVATION

DOOR SWING INTO THE WHEELCHAIR

TOILET COMPARTMENT

URINALS - SECTION 605

13 1/2" MIN.

M A

X

13 1/2" MIN.

WALL HUNG TYPE STALL TYPE

LAVATORIES - SECTION 606

Back wall

Seat wall

Control wall

TRANSFER-TYPE COMPARTMENT CLEARANCES (EXISTING BUILDINGS) - SECTION 608

48" MIN.

M

IN

M

IN

36" MIN.

SIGNAGE, IDENTIFICATION & INTERNATIONAL SYMBOLS OF ACCESSIBILITY - SECTION 703

EXIT

EXIT

FIRE APPLIANCESEXIT SIGNS, LIGHT SWITCHES & OUTLETS

MISCELLANEOUS MOUNTING HEIGHTS

FIRE EXTINGUISHER

OR FIRE HOSE CAB

FIRE ALARM

PULL

ALARM

STROBE

CLOCK

TACK, CHALK, OR

DRY MARKER

BOARD

HOSE

BIBB

SHELF

AND ROD

COAT

HOOKS

CLOSET

ROD

LOW LEVEL

EXIT SIGN

WHERE

REQUIRED

SURFACE-

MOUNTED

ILLUMINATED

EXIT SIGN

3"

9"

M

A X

M

IN

LIGHT

SWITCH

M

A X

M

IN

OUTLET

M

A X

M

IN

WITHIN 5 FT OF EACH

EXIT DOORWAY ON

EACH FLOOR

M

IN

M

A X

M

A X

M

IN

M

A X

M

A X

M

A X

M

IN

V A

R

IE

M

A X

IC

C

A .1

E

X

IS

T

IN

G B

U

IL

D

IN

G

127 NW D Street, Grants Pass, Oregon 97526 | 541-479-3865

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M

G2.10

TYPICAL ADA

STANDARDS -

EXISTING

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

DATE: Description

A. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND

STRUCTURAL MEMBERS TO REMAIN, U.N.O.

B. CONTRACTORS SHALL BE RESPONSIBLE FOR DISPOSAL

OF ALL DEBRIS. PATCH AND REPAIR OF INTERIOR SPACE.

C. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF

SAME IN CONTRACT PRICE.

D. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO

COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS

INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL

OF ALL DEBRIS.CONTRACTOR SHALL KEEP

CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR

THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS

ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY

THE POINT IN QUESTION WITH THE PROJECT TEAM

BEFORE PROCEEDING.

E. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL

OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO

THEIR SOURCE.

F. WHERE INTERIOR PARTITIONS, COLUMN FURRING,

FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE

SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND

PATCH FLOOR AND WALLS AS REQUIRED. PREPARE

SURFACES FOR NEW FINISHES U.N.O. TYPICAL

THROUGHOUT ENTIRE SPACE.

G. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING

BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT

ENTIRE SPACE. AT COMPLETION OF DEMOLITION WORK,

THE CONSTRUCTION AREA(S) SHALL BE LEFT IN “BROOM

CLEAN” CONDITION. ALL DEBRIS AND MISCELLANEOUS

MATERIAL SHALL BE REMOVED.

H. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED,

PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO

SUPPORT NEW CONSTRUCTION. PROVIDE TEMPORARY

SHORING AS REQUIRED.

I. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS

SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE,

INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED

DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.

J. RELOCATION OF SMOKE DETECTORS, AND FIRE ALARM

EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION,

SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER

THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE

PERMANENTLY COVERED OR OTHERWISE REMOVED OR

USED FOR OTHER THAN ITS INTENDED PURPOSE.

REMOVE TEMPORARY COVERS DAILY.

K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND

CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND

TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT

AND PROJECT TEAM.

DEMO PLAN GENERAL NOTES

1. DEMO ALL (E) PLUMBING FIXTURES, TOILET

PARTITIONS, AND RESTROOM ACCESSORIES. PATCH

WALL FINISH

2. REMOVE AND PREP (E) CASEWORK FOR

REINSTALLATION

3. REMOVE AND PREP (E) ELECTRIC WATER HEATER FOR

REINSTALLATION AT (N) LOCATION

4. DEMO (E) GAS FURNACE

5. REMOVE AND SALVAGE (E) CASEWORK FOR OWNER

6. DEMO (E) AIR VENTS

7. DEMO (E) VCT FLOOR FINISH DOWN TO SUB-FLOOR.

REMOVE (E) WOOD BASE AND PREP FOR

REINSTALLATION. REMOVE (E) WOOD DOOR TRIM AS

REQUIRED AND PREP FOR REINSTALLATION. PREP SUB

FLOOR FOR (N) SHEET VINYL

8. DEMO (E) DOOR THRESHOLD

9. REMOVE (E) REFRIGERATOR AND PREP FOR

REINSTALLATION

10. REMOVE (E) OVEN/RANGE AND PREP FOR

REINSTALLATION

# DEMO PLAN KEYNOTES

(E) WALL TO REMAIN

(E) WALL TO BE DEMOLISHED

(E) ELEMENT TO BE DEMOLISHED

(E) DOOR TO BE DEMOLISHED

HATCH INDICATES (E) VCT FLOOR

FINISH TO BE DEMOLISHED TO SUB-

FLOOR.

DEMO PLAN LEGEND

A

B

C

1 2 3

OPEN OFFICE DINING

KITCHEN

MEETING HALL

MEN'S R.R. WOMEN'S R.R.OFFICE

JANITOR

115114

121 119 120

D3.10

7 7

9 10

TYP.

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

D1.00

DEMO FLOOR

PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

D1.00 3/16" = 1'-0"

DEMO FLOOR PLAN1

N

B

C

1 2 3

1 1

OPEN OFFICE

DINING

KITCHEN

MEETING HALL

MEN'S R.R. WOMEN'S R.R.OFFICE

JANITOR

121 119 120

TYP.

3 3

TYP.

1 1 1

9 TYP.

11 11

A. ALL EXISTING BUILDING COLUMNS STRUCTURAL MEMBERS TO

REMAIN, U.N.O.

B. CONTRACTORS SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL

DEBRIS. PATCH AND REPAIR OF INTERIOR SPACE.

C. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME

IN CONTRACT PRICE.

D. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE

DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST

AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY

QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL,

CLARIFY THE POINT IN QUESTION WITH THE PROJECT TEAM

BEFORE PROCEEDING.

E. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS,

SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE.

REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING

BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE

SPACE. AT COMPLETION OF DEMOLITION WORK

F. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES,

CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR

REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND

WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES

U.N.O. TYPICAL THROUGHOUT ENTIRE SPACE.

G. RELOCATION OF SMOKE DETECTORS, AND FIRE ALARM

EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE

ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO

ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED

OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS

INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY.

DEMO RCP GENERAL NOTES

(E) GYPSUM BOARD CEILING, CEILING

FRAMING AND ATTIC INSULATION TO BE

DEMOLISHED

DEMO RCP LEGEND

(E) GYPSUM BOARD CEILING

(E) LIGHTING FIXTURES

(E) HVAC REGISTERS

(E) CEILING AND FRAMING TO BE DEMOLISHED

(E) LIGHTING FIXTURES TO BE DEMOLISHED

(E) HVAC REGISTERS TO BE DEMOLISHED

1. DEMO (E) LIGHTING FIXTURE

2. REMOVE AND SALVAGE (E) PENDANT LIGHTS

3. DEMO (E) EXHAUST FAN

4. REMOVE (E) UPPER CASEWORK AND PREP FOR

REINSTALLATION

5. DEMO (E) COLLAR TIES. DEMO (E) CEILING AND

FRAMING AND INSERT (N) FRAMING PRIOR TO

DEMOLITION OF COLLAR TIES

6. DEMO (E) CEILING FRAMING, TYP. THROUGHOUT

ENTIRE ROOM - PROVIDE TEMPORARY FLOOR

PROTECTION AS NEEDED

7. DEMO (E) WOOD TRIM AT TOP OF WALLS, TYP.

THROUGHOUT ENTIRE ROOM

8. REMOVE (E) SPRAY FOAM AT TOP OF WALL

9. REMOVE (E) HVAC REGISTERS AND PREP FOR

REINSTALLATION, TYP. THROUGHOUT ENTIRE ROOM

10. DEMO (E) ATTIC ACCESS

11. (E) SKYLIGHT TO REMAIN

# DEMO RCP KEYNOTES

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

D2.00

DEMO REFLECTED

CEILING PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

D2.00 3/16" = 1'-0"

DEMO REFLECTED CEILING PLAN1

4 4

5 5

1. REMOVE AND SALVAGE (E) PENDANT LIGHTS AND

PREP FOR REINSTALLATION

2. DEMO (E) COLLAR TIES AFTER INSTALLATION OF (N)

RIDGE BEAM AND RAFTERS - SEE STRUCT.

3. REMOVE (E) HVAC REGISTERS AND PREP FOR

REINSTALLATION, TYP. THROUGHOUT ENTIRE ROOM

4. DEMO (E) WOOD TRIM AT TOP OF WALLS, TYP.

THROUGHOUT ENTIRE ROOM

5. DEMO (E) CEILING FRAMING, TYP. THROUGHOUT

ENTIRE ROOM

6. DEMO (E) VCT FLOOR FINISH DOWN TO SUB FLOOR.

REMOVE (E) WOOD BASE AND TRIM AND PREP FOR

REINSTALLATION

# DEMO PHOTO KEYNOTES

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

D3.00

DEMO PHOTOS

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

N.T.S.D3.00

DEMO PHOTO1

SINGLE

EMBOSSED PNL 5

A

S E

E S

C H

E D

U L E

SEE SCHD.

DOUBLE

EMBOSSED PNL 5

B

S E

E S

C H

E D

U L E

SEE SCHDEULE

SINGLE

EMBOSSED PNL

C

S E

E S

C H

E D

U L E

SEE SCHD.

LOUVER

SINGLE

WOOD

A

S E

E S

C H

E D

U L E

SEE SCHD.5"5"

2"

DOUBLE

WOOD

B

S E

E S

C H

E D

U L E

SEE SCHEDULE 5"5"

2"

GENERAL WALL TYPE NOTES:

A. PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG COMPONENTS.

B. EXTEND ALL COMPONENTS TO UNDERSIDE OF DECK, U.N.O.

C. PROVIDE "GREEN BOARD" IN ALL WET LOCATIONS ADJACENT TO

PLUMBING FIXTURES

KEYNOTES:

1. NOT USED

WALL TYPE LEGEND

W1 INTERIOR WALL

W#

5/8" GYP - LEVEL 4 FINISH - PAINTED

2x4 WOOD STUDS 16" O.C.

SOUND BATT INSULATION

5/8" GYP - LEVEL 4 FINISH PAINTED

SCALE: 1" = 1'-0"

X

INDICATES KEYNOTE

W2 INTERIOR WALL

5/8" GYP - LEVEL 4 FINISH - PAINTED

2x6 WOOD STUDS 16" O.C.

SOUND BATT INSULATION

5/8" GYP - LEVEL 4 FINISH PAINTED

WOOD DOOR FRAME

-PAINTED

-SEE DOOR SCHED. FOR FIRE RATING

DOOR AS SCHEDULED

DOOR SILENCERS

SEALANT. EACH SIDE, TYP.

WOOD DOOR TRIM

**ALL EXTERIOR WINDOWS TO BE INSULATED GLAZING UNITS (IGU'S)

**ALL WINDOWS ARE TO BE CLEAR GLAZING (BATHROOMS TO BE OPAQUE).

**ALL WINDOWS SHALL COMPLY WITH ASTM E 774

**G.C. TO PROVIDE SAFETY GLAZING FOR ALL WINDOWS WITHIN 24" OF ANY

DOOR AND ANY OTHER CRITICAL LOCATION PER OSSC SECTION 2406.4

WINDOW NOTES:

PER SCHED

P E

R S

C H

E D

INTERIOR

A

TRIM TYP

5"

P E

R S

C H

E D

3/A0.10

/A

.1

CEILING ASSEMBLIESCx

SCALE: 1" = 1'-0"

(E) MANUFACTURED TRUSS BOTTOM CHORD

R-49 BLOWN-IN INSULATION

5/8" GYP - LEVEL 4 FINISH - PAINTED

C1 CEILING

C2 CEILING

2x6 CEILING JOISTS @ 24" o.c.

R-49 BLOWN-IN INSULATION

5/8" GYP - LEVEL 4 FINISH - PAINTED

WOOD 1x5 TRIM

WINDOW PER ELEVATIONS

1x5 WOOD WINDOW TRIM -

MATCH (E)

WINDOW PER ELEVATIONS

1/4" = 1'-0"

DOOR TYPES

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

A0.00

ASSEMBLIES &

DOOR & WINDOW

SCHEDULE

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

1/4" = 1'-0"

DOOR FRAME TYPES

DOOR, FRAME AND HARDWARE SCHEDULE

DOOR

NUMBER

ROOM

NUMBER

ROOM NAME

DOOR FRAME

GROUPSIZE

MTL TYPE NOTES MTL TYPE NOTES

W H T

118 118 OFFICE 6' - 0" 6' - 8" 0' - 1 3/4" WD B 1 WD B 1 1

119 119 R.R. 3' - 0" 6' - 8" 0' - 1 3/4" WD A 1 WD A 1 2

120 120 ADA R.R. 3' - 0" 6' - 8" 0' - 1 3/4" WD A 1 WD A 1 2

121 121A CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" WD C 1 WD A 1 3

WD WOOD - MATCH EXISTING

EX EXISTING - TO REMAIN

ABBREVIATIONS

1. STAIN TO MATCH (E)

DOOR NOTES

1. STAIN TO MATCH (E)

FRAME NOTES

A. ALL CLOSERS TO COMPLY WITH ANSI

A117.1-2017, SECTION 4.13

B. CONTRACTOR TO VERIFY ALL ROUGH

OPENING SIZES WITH DOOR

MANUFACTURER.

C. SEE FLOOR PLANS FOR DOOR SWING

D. PROVIDE SAFTEY GLASS IN ALL

DOORS AND SIDLIGHTS.

E. PROVIDE SHOP DRAWINGS FOR

ARCH. REVIEW AND APPROVAL.

DOOR, FRAME & HARDWARE GENERAL NOTES

DOOR, FRAME AND HARDWARE SCHEDULE NOTES

A0.00 3" = 1'-0"

INT. WOOD DOOR JAMB - HEAD SIM.1

WINDOW SCHEDULE

Window Tag Room Size Sill Height Frame Material Comments

A OFFICE 3/0 x 3/0 3' - 8" WD

1/4" = 1'-0"

WINDOW TYPES

A0.00 3" = 1'-0"

WINDOW JAMB3

A0.00 3" = 1'-0"

WINDOW HEADER/SILL DETAIL4

REVISION ID: DATE:

BUTTS STANLEY

LOCKS SCHLAGE

EXIT DEVICES VON DUPRIN

REMOVEABLE MULLION VON DUPRIN

ELECTRIC STRIKES VON DUPRIN

CLOSERS LCN

KICKPLATES IVES

STOPS IVES

PUSH-PULLS TRIMCO

THRESHOLD NATIONAL GUARD PRODUCTS

SWEEPS NATIONAL GUARD PRODUCTS

DRIP CAPS NATIONAL GUARD PRODUCTS

GASKETING STEELCRAFT

MANUFACTURERS SPECIFIED

GROUP 1

DOOR: 118

6 EA BUTTS FBB179 4.5 X 4.5

2 EA PUSH PLATE 1001-3 4 X 16

2 EA PULL 1017-3

2 EA CLOSER 4011 H

2 EA KICKPLATE 8400 10 X 2 LDW

GROUP 2

DOOR: 119, 120

3 EA BUTTS FBB179 4.5 X 4.5

1 EA OCC. IND L9456 06A X OS-OCC X L583-363

1 EA 4111 EDA @ 119

1 EA 4011 @120

1 EA KICKPLATE 8400 10 X 2 LDW

1 EA WALLSTOP WS406/407CCV

1 SET GASKETING PS074

GROUP 3

DOOR: 121

3 EA BUTTS F179 4.5 X 4.5

1 EA PASSAGE ND10 RHO

1 EA WALLSTOP WS406/407CCV

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

A0.10

FINISH

SCHEDULES

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

SV SHEET VINYL RESTROOMS

MANNINGTON

COMMERCIAL

LINO, STONE - -

FINISH

CODE

MATERIAL LOCATION MANUFACTURER STYLE / COLOR PRODUCT NOTES INSTALLATION NOTES

FLOOR FINISHES

WD WOOD BASE INTERIOR - COLOR TO MATCH EXISTING BASE 1x6 TRIM

ALT A: REFINISH ALL (E) WOOD BASE - STAIN TO

MATCH (E)

RB RUBBER BASE RESTROOMS ROPPE BLACK BROWN 4"

PROVIDE PREFORMED INSIDE & JOB FORMED

OUTSIDE CORNERS

FINISH

CODE

MATERIAL LOCATION MANUFACTURER STYLE / COLOR SIZE / THICKNESS INSTALLATION NOTES

WALL BASE FINISHES

GYP GYPSUM INTERIOR - - 5/8" -

FINISH

CODE

MATERIAL LOCATION MANUFACTURER STYLE / COLOR SIZE/NRC RATING INSTALLATION NOTES

CEILING FINISHES

FT1 FRP TRIM RESTROOMS SCHLUTER VINPRO-S, 3MM ALUMINUM BRUSHED CHROME ANODIZED

INSTALL AT TOP EDGES AND INNER CORNERS -

MITER TOP EDGES AT INNER CORNERS

FRP

FIBERGLASS REINFORCED

PANELS

RESTROOMS MARLITE SYMMETRIX, SUBWAY, w/ BLACK GROUT - -

EP EPOXY PAINT RESTROOMS SHERWIN WILLIAMS AGREEABLE GRAY SEE FINISH NOTES -

PT3 PAINT CEILINGS SHERWIN WILLIAMS COLOR TO MATCH EXISTING SEE FINISH NOTES -

PT2 STAIN DOOR & FRAME SHERWIN WILLIAMS COLOR TO MATCH EXISTING SEE FINISH NOTES

ALT A: REFINISH ALL (E) INTERIOR DOOR AND

WINDOW TRIM - STAIN TO MATCH (E)

PT1 PAINT INTERIOR WALLS, U.N.O. SHERWIN WILLIAMS COLOR TO MATCH EXISTING SEE FINISH NOTES ALT A: PAINT ALL INTERIOR WALLS

FINISH

CODE

MATERIAL LOCATION MANUFACTURER STYLE / COLOR FINISH SHEEN INSTALLATION NOTES

PAINT/WALL FINISHES

NOTE:

1. DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATABLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN IN DRAWINGS.

2. PROVIDE +/- 12" ADJUSTABLILITY IN AIRCRAFT CABLE LENGTH WHERE USED.

3. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRS. COORDINATE INSTALLATION WITH REFLECTED CEILING PLANS.

4. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIVED.

5. PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIR, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED.

6. REMOTE BALLAST/DRIVERS: UL LISTED FOR THEIR APPLICATION. BALLASTS/DRIVER MARKED AS UL RECONGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER.

7. PROVIDE COMMISSIONING OF THE LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH OREGON STATE LIGHTING COMMISSIONING REQUIREMENTS.

EF FAN RECESSED DELTA BREEXSLIM SLM50 6.4W - BY CONTRACTOR - - - -

V1 LINEAR LED SURFACE LITHONIA LIGHTING WS-35020-CH 27W 120-270 BY CONTRACTOR 1983 3000 K OCCUPANCY SENSOR -

F2 LED CAN RECESSED LITHONIA LIGHTING LDN6 40/25 LO6WR 24W 120 BY CONTRACTOR 2500 4000K DIMMING TO 10% -

F1 LED CAN RECESSED LITHONIA LIGHTING LDN6 40/20 LO6 WR 24W 120 BY CONTRACTOR 2000 4000K DIMMING TO 10% -

TYPE DESCRIPTION MOUNTING MANUFACTURER MFG/CATALOG # INPUT WATTS VOLTAGE

DRIVER/POWER

SUPPLY

LUMENS

COLOR

TEMPERATURE

LIGHTING CONTROL NOTES

LUMINAIRE SCHEDULE

SND

SANITARY NAPKIN DISPOSAL - SATIN

FINISH

SEE PLANS BOBRICK B-254

10 11/16" W, 15 1/8" H, 4 1/16" D

304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

TP

SURFACE MOUNTED TOILET PAPER

DISPENSER

SEE PLANS BOBRICK B-4288

6 1/16" W, 11" H, 5 15/16" D

304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

PD2

SURFACE-MOUNTED CONVERTIBLE

PAPER TOWEL DISPENSER/WASTE

RECEPTACLE

SEE PLANS BOBRICK B-3949

17 1/2" W, 56 5/16" H, 4 1/8" D

304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

PD1

RECESSED CONVERTIBLE

AUTOMATIC UNIVERSAL ROLL PAPER

TOWEL DISPENSER AND WASTE

RECEPTACLE

SEE PLANS BOBRICK B-3944

17 1/2" W, 56 5/16" H, 4

1/2" D 304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

SD SOAP DISPENSER SEE PLANS BOBRICK B-2111 4 2/4" W, 8 1/8" H, 3 1/2" D

304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

GB ADA COMPLIANT GRAB BARS SEE PLANS BOBRICK B-6806 x 18 x 36 x 42 18" L, 36" L, 42" L 304-STAINLESS w/

SATIN FINISH

SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

MR

WALL MOUNTED MIRROR -

TEMPERED

SEE PLANS KOHLER K-26052-BLL 22" x 34" MATTE BLACK SEE ADA TYPICAL MOUNTING REQUIREMENT DIAGRAM

ACCESSORY

CODE

ACCESSORY LOCATION MANUFACTURER STYLE / COLOR/ PRODUCT # SIZE FINISH INSTALLATION NOTES

RESTROOM ACCESSORIES

GENERAL NOTES:

A. PROVIDE TRAP PRIMER CONNECTION AS REQUIRED BY CODE.

B. IF ‘ADA’ IS INDICATED ON THE DRAWINGS, INSTALL ALL COMPONENTS TO MEET ADA REQUIREMENTS.

C. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILING, U.N.O. ON PLANS.

D. SUPPORT PIPES TIGHT TO STRUCTURE WHEREEVER POSSIBLE.

E. ALL HORIZONTAL WASTE LINES TO HAVE MINIMUM OF ¼” PER FOOT SLOPE U.N.O.

F. PROVIDE FULL-WAY COLD WATER AND HOT WATER SUPPLY SHUT-OFF VALVES AT EACH UNIT FIXTURE.

G. PROVIDE ACCESS PANEL TO SHUTOFF VALVES WHERE REQUIRED.

H. PROVIDE MECHANICAL WATER HAMMER ARRESTOR AT QUICK-ACTING VALVES, SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS.

I. PROVIDE CLEANOUTS AT THE BASE OF ALL WASTE STACKS, AT UPPER TERMINALS OF HORIZONTAL DRAINAGE PIPES, IN LOCATIONS REQUIRED BY CODE AND/OR AS SHOWN IN DRAWINGS.

J. HEAT TRACE AND INSULATE ALL WASTE AND WATER PIPING EXPOSED TO FREEZING.

K. ALL FLOOR DRAINS AND FLOOR SINKS AND SIMILAR TRAPS SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEAL. UNLESS TRAP PRIMER

FLUSHOMETER SLOAN WETS-2020.1001 -

P02

FLOOR MOUNTED

TOILET

SLOAN ST-2029 - - - TOILET SEAT BEMIS

1955CT/1955SSCT &

2155CT/2155SSCT

INSTALL PER ADA STANDARDS

P01 DROP IN SINK KOHLER K-2699-1-0 - - - FAUCET KOHLER K-28126-4N-BL INSTALL PER ADA STANDARDS

TYPE DESCRIPTION MANUFACTURER MODEL NUMBER W CW HW DESCRIPTION MANUFACTURER MODEL NUMBER NOTES

FIXTURE CONNECTIONS TRIM / ACCESSORIES

PLUMBING SCHEDULE - B.O.D. (DESIGN / BUILD SCOPE)

DESIGN / BUILD SCOPE. PLUMBER TO VERIFY BALANCE OF

FIXTURES & ACCESSORIES. INSTALL PER CODE.

NOTE: ALL MATERIALS ARE BASIS OF DESIGN. SEE SPECIFICATION FOR FURTHER INFORMATION. SUBSTITUTIONS REQUIRE SHOP DRAWINGS / CUT SHEETS AND PHYSICAL SAMPLES FOR SELECTION AND APPROVAL BY

ARCHITECT / OWNER. ALLOW 15 BUSINESS DAY'S FOR APPROVAL REVIEW.

PL2 PLASTIC LAMINATE CABINETRY WILSONART BLONDE ECHO - -

PL1 PLASTIC LAMINATE COUNTERTOPS/BACKSPLASH WILSONART BLACK ALICANTE - -

FINISH

CODE

MATERIAL LOCATION MANUFACTURER STYLE / COLOR SIZE NOTES

CASEWORK FINISHES

TR1 ALUMINUM PEMCO PEMCO 2727 OFFSET SADDLE THRESHOLD (E) CONCRETE TO (N) SHEET VINYL FLOOR

G.C. TO VERIFY (E) INTERIOR AND EXTERIOR

FLOOR LEVELS

FINISH

CODE

MATERIAL MANUFACTURER STYLE / COLOR PRODUCT NOTES INSTALLATION NOTES

FLOORING TRANSITIONS

B

C

1 2 3

256 SF

DINING

320 SF

OPEN OFFICE

144 SF

KITCHEN

899 SF

MEETING HALL

77 SF

ADA R.R.

A3.00

79 SF

OFFICE

37 SF

R.R.

9 SF

CLOSET

121A

231 SF

OFFICE

W1

W1

W1

W1

W1

W1

AA

A3.10

4 2

A3.11

3'-11" EQ. EQ. 3'-11"

A

A A

A4.00

W2

A3.11 17

TYP.

A. VERIFY ALL DIMENSIONS AND NOTIFY THE

PROJECT TEAM IF DISCREPANCIES OCCUR.

B. G.C. SHALL COORDINATE ALL INTERIOR AND

EXTERIOR FINISHES W/ OWNER PRIOR TO

CONSTRUCTION.

C. G.C. SHALL PROVIDE SAFETY GLAZING FOR ALL

WINDOWS WITHIN 24" OF ANY DOOR AND ALL

OTHER CRITICAL LOCATIONS AS STATED PER

OSSC SECTION 2406.4.

D. G.C. TO PROVIDE FIRE BLOCKING AS REQUIRED

PER CODE.

E. G.C. SHALL PROVIDE ALL APPROPRIATE BACKING

AS REQUIRED FOR ACCESSORIES AND OTHER

MISCELLANEOUS ITEMS.

F. G.C. TO COORDINATE INSTALLATION OF ALL

UTILITIES W/ RESPECTIVE

SUPPLIERS/SUBCONTRACTORS PRIOR TO

CONSTRUCTION, TYPICAL.

G. ALL ELECTRICAL, MECHANICAL AND PLUMBING TO

BE DESIGN BUILD PER APPLICABLE CODES.

H. ALL DIMENSION LINES TO THE FACE OF FRAMING,

U.N.O.

GENERAL NOTES

(E) WALL TO REMAIN

(N) FULL HEIGHT WALL/PARTITION

WALL LEGEND

1. INSTALL (N) ELECTRICAL HVAC UNIT - SEE DESIGN-

BUILD PERFORMANCE SPEC.

2. REINSTALL (E) ELECTRIC WATER HEATER

3. PATCH WALL FINISH - TEXTURE AND PAINT TO

MATCH ADJACENT

4. INSTALL (N) WALL VENTS

5. INSTALL (N) DRYWALL CONTROL JOINT FROM

FLOOR TO CEILING - PATCH (E) WALL AND

TEXTURE TO MATCH ADJACENT FINISH

6. INSTALL (N) SHEET VINYL FLOORING AND RUBBER

BASE

7. INSTALL (N) SHEET VINYL FLOORING. REINSTALL

(E) WOOD BASE AND DOOR TRIM. INSTALL (N)

WOOD BASE WHERE MISSING OR DAMAGED -

MATCH (E)

8. REINSTALL (E) OVEN/RANGE

9. REINSTALL (E) REFRIGERATOR

10. REINSTALL (E) CASEWORK

# FLOOR PLAN KEYNOTES

EACH OF THE FOLLOWING ITEMS SHALL BE BID AS

ADDITIVE ALTERNATES:

A. PAINT ALL (E) INTERIOR WALLS. REFINISH ALL (E)

WOOD BASE AND INTERIOR DOOR AND WINDOW

TRIM - STAIN TO MATCH (E).

# ALTERNATE KEYNOTES

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

A1.00

FLOOR PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

A1.00 3/16" = 1'-0"

FLOOR PLAN1

B

C

1 2 3

EP

EP

FRP

EP

RB

SV

EP

EP

FRP

EP

RB

SV

PT1

PT1

PT1

PT1

WD

SV

PT1

PT1

PT1

PT1

WD

SV

PT1 WD

T R

PT1 WD

WD

OFFICE

OPEN OFFICE

OFFICE

R.R.

ADA R.R.

DINING

KITCHEN

MEETING HALL

A

A

A

A

PT1

PT1

PT1

PT1

WD

EX

T R

?TR1

PT1

PT1

PT1

PT1

WD

SV

PT1

PT1

PT1

PT1

WD

SV

PT1

PT1

PT1

PT1

WD

SV

Remarks

EX#

EX#

ME#

ME#

XX#

XX#

FLOORING TRANSITION

PT# EXTENT OF ACCENT PAINT OR WALL FINISHES

FLOOR FINISH

BASE FINISH

ADDITIONAL NOTES

WALL FINISHES

TR#

FINISH LEGEND

X FINISH TAG

1. NOT USED

A. ALL PRODUCTS ARE TO BE INSTALLED PER

MANUFACTURERS INSTRUCTIONS, USING

MANUFACTURERS ADHESIVES, TOOLS AND METHODS.

B. REFER TO SPECIFICATIONS AND FINISH SCHEDULES

FOR FURTHER FINISH MATERIAL PRODUCT

INFORMATION.

C. SEE ELEVATIONS FOR ADDITIONAL FINISHES

D. FOR CEILING HEIGHTS AND ADDITIONAL FINISHES SEE

RCP'S

E. COORDINATE ALL OWNER FURNISHED EQUIPMENT,

ACCESSORIES, AND FURNITURE WITH OWNER.

F. FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

G. ALL FLOOR TRANSITIONS ARE TO OCCUR DIRECTLY

BENEATH DOOR UNLESS NOTED OTHERWISE.

H. ALL FLOOR TRANSITIONS ARE TO BE ADA COMPLIANT.

I. PROVIDE STAINLESS STEEL TRANSITION

STRIPS/REDUCERS AT ALL LOCATIONS WHERE

CERAMIC TILE MEETS A DIFFERENT MATERIAL.

PROVIDE APPROPRIATE TRANSITIONS

STRIPS/REDUCERS AT ALL OTHER LOCATIONS

BETWEEN DIFFERING MATERIALS UNLESS NOTED

OTHERWISE. SEE TRANSITION CALL OUTS. ALL

TRANSITIONS TO MEET ADA REQUIREMENTS.

J. REFER TO FINISH PLAN FOR LOCATION OF CORNER

GUARDS. ALL CORNER GUARDS ARE TO BE

INSTALLED WITH BOTTOM OF CORNER GUARD AT TOP

OF WALL BASE AND EXTEND 48" AFF.

K. ALL GYPSUM CEILING AND SOFFITS TO BE PAINTED

PTC UNLESS OTHERWISE NOTED.

L. ALL HOLLOW METAL FRAMES TO RECEIVE HPC

COLOR: PT3 - UNLESS OTHERWISE NOTED.

M. ALL METAL ACCESS PANELS, COVER PLATES, VENTS

AND GRILLES TO BE PAINTED TO MATCH THE

SURFACE IT IS LOCATED ON, UNLESS PREFINISHED.

N. ALL BASE CABINETS AND UPPER CABINETS ARE TO

RECEIVE PLASTIC ON ALL EXPOSED EXTERIOR

SURFACES AS INDICATED ON INTERIOR ELEVATIONS.

ALL INTERIOR SURFACES TO RECEIVE WHITE

MELAMINE ON ALL CONCEALED SURFACES. RUN

WOOD GRAIN IN VERTICAL DIRECTIONS AND USE

0.020"THICK MATCHING VINYL EDGEBAND ON CABINET

DOORS AND DRAWERS.

O. ALL COUNTERTOPS ARE RECEIVE BACKSLASHES TO

MATCH. PROVIDE PAINTABLE SEALANT AT WALL.

P. PAINT VISIBLE PORTION OF INSIDE OF DUCT WORK

FLAT BLACK.

Q. PAINT SHEEN - WALL: SATIN/EGG SHELL, CEILING:

FLAT/MATTE, TRIM & DOOR FRAMES: SEMI-GLOSS

R. INSTALL (N) 1/4" APA PLYWOOD UNDERLAYMENT

OVER ALL EXISTING WOOD SUBFLOORS TO RECIEVE

(N) FINISHES. INSTALL WITH SCREWS 2" O.C. AT

PERIMITER AND 4" ACCROSS FIELD. OFFSET PANELS

12" MIN.

GENERAL FINISH NOTES:

ADDITIONAL NOTES:

FLOORING

BASE

EX# EXISTING TO REMAIN

RB# RUBBER BASE

WB# WOOD BASE

WALLS

EX# EXISTING TO REMAIN

ME# MATCH EXISTING

PT# PAINT

EP# EPOXY PAINT

FRP# FIBERGLASS REINFORCED PANELS

FT# FRP TRIM

MISC.

TD# TOILET PAPER DISPENSER

PD# PAPER TOWEL DISPENSER

SD# SOAP DISPENSER

MR# MIRROR

SND SANITARY NAPKIN DISPOSAL

WR WASTE RECEPTACLE

V# VANITY LIGHT

PNL PARTITION PANELS

PL# PLASTIC LAMINATE

FLOORING TRANSITIONS

TR# TRANS PROFILE #

SV# SHEET VINYL FLOORING

ROOM FINISH ABBREVIATIONS:

EACH OF THE FOLLOWING ITEMS SHALL BE BID AS

ADDITIVE ALTERNATES:

A. PAINT ALL (E) INTERIOR WALLS. REFINISH ALL (E)

WOOD BASE AND INTERIOR DOOR AND WINDOW

TRIM - STAIN TO MATCH (E).

# ALTERNATE KEYNOTES

EXPIRES: 06-30-24

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :3

P

M A u to d e s k D o c s /M

A s h la n d

P io n e e r H a ll.

R e s tr o o m s /M

A

R C

H R

.r v t

A1.10

FINISH FLOOR

PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

A1.10 1/4" = 1'-0"

FINISH FLOOR PLAN1

A. REFER TO ARCHITECTURAL FLOOR PLAN FOR

ADDITIONAL DIMENSIONS.

B. ALL DIMENSIONS ARE REFERENCED TO FACE OF

FINISH U.N.O.

C. ALL HEIGHT REFERENCES ARE TAKEN FROM

DATUM-T.O.S. FOR AREA INDICATED.

D. PROVIDE WALL BACKING FOR REINFORCEMENT AS

REQUIRED.

E. PROVIDE SOLID BLOCKING FOR ALL 'J' BOXES

SUSPENDED LIGHT AND CEILING FAN FIXTURES,

TELEVISION SUPPORT, ARTIFACT SHELVES AND

ANY OTHER CEILING MOUNTED EQUIPMENT.

F. ALL LIGHT FIXTURE TRIM RINGS, EXPOSED

CONDUITS, 'J' BOXES, HVAC GRILLS, EMERGENCY

LIGHT FIXTURES, DUPLEX OUTLETS AND FACE

PLATES SHALL BE PAINTED TO MATCH THE

ADJACENT FINISH U.N.O.

G. ANY LIGHT NOT DIMENSIONALLY LOCATED TO BE

CENTERED IN THE CEILING TILE, CEILING AREA, OR

ROOM AS APPLICABLE. ALL "CAN" TYPE FIXTURES

TO BE MOUNTED IN THE CENTER OF THE CEILING

TILES U.N.O.

H. ALL EXPOSED CONDUITS AND 'J' BOXES SHALL BE

PAINTED TO MATCH THE ADJACENT FINISH U.N.O.

RCP GENERAL NOTES:

CEILING LEGEND :

(N) GYPSUM BOARD CEILING, CEILING

FRAMIN…