Attachment 4 to Addendum 2 - Revised Pioneer Hall Drawings.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

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

PROJECT NO.

DATE:

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CHECKED:

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G0.00

COVER SHEET

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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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

A1.10 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).

B. PROVIDE NEW DESIGN BUILD HVAC SYSTEM AS SHOWN ON SHEETS M1.00

AND E1.00.

REVISION ID: DATE:

1 ADDENDUM 2 04/25/2024

-MECHANICAL-

M1.00 DESIGN BUILD MECHANICAL PLAN

-ELECTRICAL-

M1.00 DESIGN BUILD MECHANICAL PLAN

A

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. (E) COLLAR TIE TO REMAIN - COORDINATE W/

ENGINEER OF RECORD IF CONFLICTS ARISE WITH

CEILING DEMO

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

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

PROJECT NO.

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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

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

DEMO REFLECTED CEILING PLAN1

N

REVISION ID: DATE:

JessiRussell Snapshot

JessiRussell Snapshot

4 4

5 5

1. REMOVE AND SALVAGE (E) PENDANT LIGHTS AND

PREP FOR REINSTALLATION

2. (E) COLLAR TIE TO REMAIN - COORDINATE W/

ENGINEER OF RECORD IF CONFLICTS ARISE WITH

CEILING DEMO

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

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

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

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F U

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D3.00

DEMO PHOTOS

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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ID

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N.T.S.D3.00

DEMO PHOTO1

REVISION ID: DATE:

JessiRussell Snapshot

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

FRAMING PER STRUCT. AND R-49 INSULATION

(E) GYPSUM BOARD CEILING

CEILING FINISHES

GYP GYPSUM BOARD - PAINT

LIGHTING HVAC

REGISTERS

CEILING HEIGHT

VAR VARIES

M.E. MATCH EXISTING

ADDITIONAL NOTES

1. NOT USED

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTESNOTES

ACT

8'-0"

REFLECTED CEILING LEGEND:

1. (N) KITCHEN VENT HOOD - CONNECT TO (E)

EXHAUST DUCT

2. REINSTALL (E) PENDANT LIGHT FIXTURE

3. REINSTALL (E) UPPER CASE WORK

4. REINSTALL (E) MECHANICAL REGISTERS

5. INSTALL 2'-0" x 2'-0" ATTIC ACCESS HATCH AT (E)

LOCATION

6. PAINT (E) CEILING PT3

7. (E) SKYLIGHTS TO REMAIN

8. INSTALL (N) DRYWALL CONTROL JOINT WHERE

TOP OF WALL MEETS CEILING - PATCH CEILING

AND WALLS AND TEXTURE TO MATCH ADJACENT

FINISH

9. (E) MECHANICAL REGISTER

10. (E) LIGHT FIXTURE

11. (N) POST AND BEAM PER STRUCT. STAIN TO

MATCH (E)

12. (E) COLLAR TIE - COORDINATE W/ ENGINEER OF

RECORD IF CONFLICTS ARISE WITH

INSTALLATION OF (N) CEILING

# REFLECTED CEILING KEYNOTES

A

B

C

1 2 3

F1

F1

GYP

8' - 8"

GYP

8' - 8"

F1

77 SF

ADA R.R.

GYP

VAR

GYP

VAR

4 1/2" / 12" 4 1/2" / 12"

899 SF

MEETING HALL

144 SF

KITCHEN

256 SF

DINING

320 SF

OPEN OFFICE

GYP

8' - 8"1

TYP.

F1 F1 F1 F1

F1 F1 F1 F1

EF

37 SF

R.R.

GYP

8' - 0"

79 SF

OFFICE

9 SF

CLOSET

121A

GYP

8' - 8"

231 SF

OFFICE

V1 V1

EF

F1

F1

TYP.

F2

E Q

E Q

F2 F2

A4.00

TYP.

TYP.

3' - 11" 7' - 10" 7' - 10" 3' - 11"

3' - 2" 6' - 4" 6' - 4" 6' - 4" 3' - 2"

TYP

F1 RECESSED CAN

EF EXHAUST FAN

V1 VANITY LIGHT

FIXTURE SCHEDULE

EXPIRES: 06-30-24

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

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

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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

A2.00

REFLECTED

CEILING PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

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A2.00 3/16" = 1'-0"

REFLECTED CEILING PLAN1

N

REVISION ID: DATE:

JessiRussell Snapshot

WH

A3.00

A3.006

5 3

(E) BLDG.

ø 60"

MIN. CLR

5' - 0"1'-6"

C L

R

M

IN

C

L R

P01

P02

P01

P02

2' - 4 1/2" 7' - 9 1/2"

FURNACE

R.R.

ADA R.R.

OFFICE

M

IN

7' - 5"

2' - 6" 2' - 6"

M

IN

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:

SND

PT1

TP RB

FRP

1 TYP.

T Y

P

PT1

RB

FRP

T Y

P

1 TYP.

PT1

RB PL1PL2

PD1

1' - 3"

T Y

P

1 TYP.

PT1

PL1RB PL2

FRP

1 TYP.

T Y

P

PT1

TP

GB

RBSND FRP

T Y

P

1 TYP.

PT1

RBPD2

1' - 8"

T Y

P

FRP

RBPL1 PL2 SD

FRP

MR

V1

T Y

P

1 TYP.

FT1

FT1

T Y

P

FT1

SD

MR

V1

PL1 PL2

FRP

GB

RB

T Y

P

1 TYP.

FT1

FT1

FT1

T Y

P

1. INSTALL ANODIZED ALUMINUM FRP TRIM AT ALL

EDGES, TYP.

# ENLARGED PLAN KEYNOTES

EXPIRES: 06-30-24

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

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

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F U

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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

A3.00

ENLARGED PLANS

& INTERIOR

ELEVATIONS

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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A3.00 1/2" = 1'-0"

PIONEER HALL MEN'S & WOMEN'S ENLARGED R.R. PLAN1

A3.00 1/2" = 1'-0"

R.R. RM 119 - INT. ELEVATION "B"3

A3.00 1/2" = 1'-0"

R.R. RM 119 - INT. ELEVATION "C"4

A3.00 1/2" = 1'-0"

R.R. RM 119 - INT. ELEVATION "D"5

A3.00 1/2" = 1'-0"

ADA R.R. RM 120 - INT. ELEVATION "A"6

A3.00 1/2" = 1'-0"

ADA R.R. RM 120 - INT. ELEVATION "C"8

A3.00 1/2" = 1'-0"

ADA R.R. RM 120 - INT. ELEVATION "D"9

A3.00 1/2" = 1'-0"

R.R. RM 119 - INT, ELEVATION "A"2

A3.00 1/2" = 1'-0"

ADA R.R. RM 120 - INT. ELEVATION "B"7

REVISION ID: DATE:

JessiRussell Snapshot

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:

PT1

A

2 6

TYP.

PT3

TYP.

A

5 TYP. 4 TYP. 36

TYP.

PT1

A

TYP.

1. (E) COLLAR TIE

2. INSTALL (N) GYP BOARD - TEXTURE AND PAINT TO

MATCH (E) FINISH

3. (N) CEILING FINISH PER REFLECTED CEILING

PLAN - CREATE SMOOTH TRANSITION TO (E) WALL

FINISH

4. LIGHT FIXTURE PER REFLECTED CEILING PLAN

5. MECHANICAL REGISTER PER REFLECTED CEILING

PLAN

6. INSTALL (N) GYP BOARD AT (E) WALL CHASE -

TEXTURE AND PAINT TO MATCH (E) FINISH AND

PROVIDE ADDITIONAL FRAMING AS NECESSARY

7. REINSTALL (E) WOOD BASE AND TRIM, TYP.

# ELEVATION KEYNOTES

PT3 PT1

TYP.

TYP.

A

TYP.

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

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

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

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F U

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S C

A L E

/2

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A s h la n d

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A

R C

H R

.r v t

A3.10

ENLARGED PLANS

& INTERIOR

ELEVATIONS

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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A3.10 1/2" = 1'-0"

MEETING HALL - INT. ELEVATION 11

A3.10 1/2" = 1'-0"

MEETING HALL - INT. ELEVATION 22

A3.10 1/2" = 1'-0"

MEETING HALL - INT. ELEVATION 33

A3.10 1/2" = 1'-0"

MEETING HALL - INT. ELEVATION 44

REVISION ID: DATE:

JessiRussell Snapshot

A A

A A

A A

(E) POLE RAFTER

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

(E) LOG WALL

LEDGER PER PLAN w/ (3) #10x4" WOOD SCREWS @ 24" o.c.

HANGER PER PLAN w/ SLOPED

SEAT

RAFTER PER PLAN

SECTION A-A

SISTER RAFTER TO (E)

RAFTER PER PLAN

(E) TIMBER COLLAR TIE TO

REMAIN, TYP.

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

(E) LOG WALL

LEDGER PER PLAN w/ (3) #10x4" WOOD SCREWS @ 24" o.c.

HANGER PER PLAN w/ SLOPED

SEAT

CEILING JOIST PER PLAN

(E) TIMBER COLLAR TIE TO

REMAIN, TYP.

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

RAFTER PER PLAN

(E) POLE RAFTER

GLB PER PLAN

HANGER PER PLAN

SIMPSON THA213 HANGER TYP. GLB PER PLAN

CEILING JOIST PER PLAN. BIRDS

MOUTH NOTCH @ HANGER

12" MAX.

SECTION A-A

(E) TRUSS TOP CHORD

CEILING JOIST PER PLAN

SISTER TO (E) TRUSS

BOTTOM CHORD w/

(3) 3"x0.148"⌀ NAILS @ 12" o.c.

STAGGER NAILING

(E) ROOF SHEATHING

(E) TRUSS BOTTOM CHORD

(E) STUD WALL

NOTCH AS REQUIRED

CEILING JOIST PER PLAN

SISTER TO (E) TRUSS

BOTTOM CHORD w/

(3) 3"x0.148"⌀ NAILS @ 12" o.c.

STAGGER NAILING

(E) TRUSS TOP CHORD TOE

NAIL TO PONY WALL TOP

PLATE w/ (2) 3"x0.148"⌀ NAILS

(E) TRUSS FRAMING

(E) ROOF SHEATHING

PONY WALL PER PLAN NAIL

TO EACH CEILING JOIST w/

(2) 3"x0.148"⌀ NAILS

CEILING JOIST PER PLAN

(E) TRUSS BOTTOM CHORD

(3) #10x5" WOOD SCREWS @ 12" o.c. STAGGER SCREW

2x8 BLOCKING AS REQ'D FOR

ATTACHMENT OF SISTERED

MEMBER

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

(E) POLE BEAM

AS REQ'D TO FIT TIGHT TO

(N) RIDGE BEAM NOTCH (E)

POST AND ATTACH w/ (4) # 8x5" WOOD SCREWS

AS REQ'D TO FIT TIGHT

NOTCH (E) POLE BEAM

AND ATTACH w/ (4) #8x5"

WOOD SCREWS

RAFTER PER PLAN TOE

SCREW TO BEAM w/

(2) #8 WOOD SCREWS

BEAM PER PLANAS REQ'D TO FIT TIGHT

NOTCH TIMBER POST PER

PLAN AND ATTACH TO POLE

BEAM w/ (4) #8x5" WOOD

SCREWS

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

(E) POLE RAFTER

GLB PER PLAN

CEILING JOIST PER PLAN

2x4 LEDGER w/ #8x3" WOOD SCREWS @ 12" o.c.

SIMPSON HGU3.63-SDS

FACEMOUNT HANGER, MIN

16" DEEP HANGER TO BE

ORDERED

(E) LOG WALL

RAFTER PER PLAN

1' - 0" MIN. 1' - 0" MIN.

GLB PER PLAN

WALL PENETRATION

FOR DUCTING

WALL PENETRATION

FOR DUCTING

SECTION A-A

M

IN

(E) PLYWOOD SHEATHING

OVER (E) SKIP SHEATHING

(E) POLE RAFTER. ATTACH

TO BEAM w/ (2) #8x5" WOOD

SCREWS

(E) LOG WALL

POLE BEAM PER PLAN NOTCH END

AND ALIGN w/ JOINT IN LOG WALL.

ATTACH w/ (4) SIMPSON SDWH27800G

TIMBER SCREWS SCREWS.

AT RIDGE TO FIT TIGHT NOTCH BEAM &

ATTACH w/ (4) #8x5" WOOD SCREWS.

POLE BEAM PER PLAN COPE

END AND ALIGN w/ FACE OF LOG WALL. ATTACH w/ (4)

SIMPSON SDWH27800G

TIMBER SCREWS.

WHERE NOT ALIGNED TO JOINT IN LOG WALL

SECTION A-A

(E) STUD WALL FRAMING

FASTENING PER PLAN.

STAGGER FASTENERS

(E) FLOOR FRAMING

(E) STEM WALL

MAX

6"

FLOOR FRAMING PER PLAN

(E) FLOOR SHEATHING

FASTENER PER PLAN.

STAGGER FASTENERS

(E) FLOOR FRAMING

(E) BEAM

FLOOR FRAMING PER PLAN

(E) FLOOR SHEATHING

MAX

6"

MAX

6"

FASTENER PER PLAN.

STAGGER FASTENERS

S

EXPIRES: 06-30-24

LT R

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ROFESS IONA

J

70888

OREGON

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4u l y 08, 201

M

HA

T

THEW R .

SM

I T

524 Main Street, Suite 2, Oregon City, Oregon 97045 | 503-659-2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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C H

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REVISION ID: DATE:

/2

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A s h la n d

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R e s tr o o m s /M

S

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S3.10

STRUCTURAL

DETAILS

M-0298-23

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

PWR

JAG

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S3.10 1" = 1'-0"

LOG WALL TO PERPENDICULAR RAFTERS1

S3.10 1" = 1'-0"

LOG WALL TO PERPENDICULAR CEILING JOIST2

S3.10 1" = 1'-0"

FRAMING TO RIDGE BEAM CONNECTION3

S3.10 1" = 1'-0"

STUD WALL TO PERPENDICULAR ROOF FRAMING4

S3.10 1" = 1'-0"

ATTIC PONY WALL TO FRAMING5

S3.10 3" = 1'-0"

CEILING JOIST TO OFFSET BOTTOM CHORD6

S3.10 1" = 1'-0"

POLE BEAM TO POST CONNECTION9

S3.10 1" = 1'-0"

RIDGE BEAM TO WALL7

S3.10 1" = 1'-0"

POLE BEAM TO WALL CONNECTION8

S3.10 1" = 1'-0"

STEM WALL TO PERPENDICULAR FLOOR FRAMING10

S3.10 1" = 1'-0"

BEAM TO PERPENDICULAR FLOOR FRAMING11

JessiRussell Snapshot

B

C

1 2 3

J. PROVIDE ALTERNATE PRICING FOR NEW HVAC SYSTEM

AS SHOWN ON SHEETS M1.00 AND E1.00.

MECHANICAL NOTES

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

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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E I N

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E Q

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A s h la n d

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R e s tr o o m s /M

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M1.00

DESIGN BUILD

MECHANICAL PLAN

M-0298-22

PIONEER HALL

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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M1.00 3/16" = 1'-0"

DESIGN BUILD MECHANICAL PLAN1

N

REVISION ID: DATE:

nwarfield Rectangle nwarfield Text Box

MEP LEGEND

nwarfield Line nwarfield Line nwarfield Text Box

SUPPLY AIR DUCT

nwarfield Line nwarfield Text Box

RETURN AIR DUCT

nwarfield Line nwarfield Text Box

CONDENSATE DRAIN PIP

nwarfield PolyLine nwarfield Text Box

BALANCE DAMPER

nwarfield Line nwarfield Text Box

OUTSIDE AIR DUCT

nwarfield Line nwarfield Text Box

EXHAUST AIR DUCT

nwarfield Ellipse nwarfield Polygon nwarfield Pen Be.

nwarfield Polygon nwarfield Pen Be.

nwarfield Pen nwarfield Text Box

POINT OF CONNECTION

nwarfield Rectangle Sketch to Scale

1.92 sf nwarfield Line nwarfield Line nwarfield Rectangle Sketch to Scale

1.92 sf nwarfield Line nwarfield Rectangle Sketch to Scale

1.92 sf nwarfield Line nwarfield Text Box M nwarfield Rectangle nwarfield Text Box

MOTORIZED DAMPER

nwarfield PolyLine nwarfield Line nwarfield Line nwarfield PolyLine nwarfield Line nwarfield Line nwarfield Line nwarfield Ellipse nwarfield Polygon nwarfield Pen Be.

nwarfield Polygon nwarfield Pen Be.

nwarfield Pen nwarfield Arrow nwarfield Rectangle nwarfield Line nwarfield Line nwarfield Callout

(E) SA PLENUM

nwarfield Text Box

(N) ERV

nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield Rectangle Sketch to Scale

1.92 sf nwarfield Line nwarfield Line nwarfield Rectangle Sketch to Scale

1.85 sf nwarfield Line nwarfield Line nwarfield Rectangle Sketch to Scale

1.85 sf nwarfield Line nwarfield Line nwarfield Rectangle Sketch to Scale

1.85 sf nwarfield Line nwarfield Line nwarfield Rectangle nwarfield Rectangle nwarfield Line nwarfield Rectangle nwarfield Arrow nwarfield Line nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle Sketch to Scale

1.92 sf nwarfield Line nwarfield Line nwarfield PolyLine nwarfield Arrow nwarfield Rectangle Sketch to Scale

15.28 sf nwarfield Rectangle Sketch to Scale

7.33 sf nwarfield Line nwarfield Line nwarfield Callout 44"x24" ACCESS nwarfield Rectangle Sketch to Scale

0.5 sf nwarfield Rectangle Sketch to Scale

0.5 sf nwarfield Length Measurement 10'-0" nwarfield Callout

18"X30" LOUVER, TYP. 2

nwarfield Callout

14"X14" TITUS 355RL RETURN GRILLE HIGH ON WALL

nwarfield Text Box

690CFM

nwarfield Text Box

210CFM

nwarfield Text Box

210CFM

nwarfield Text Box

210CFM

nwarfield Callout

CAP

nwarfield Callout

CAP

nwarfield Text Box

95CFM

nwarfield Text Box

30CFM

nwarfield Text Box

50CFM

nwarfield Text Box

15CFM

nwarfield Text Box

50CFM

nwarfield Text Box

70CFM

nwarfield Text Box

70CFM

nwarfield Callout REMOVE EXISTING CEILNG EXHAUST FAN AND ASSOCIATED DUCTWORK AND ROOF PENETRATION. PATCH ROOF TO MATCH EXISTING. REPLACE WITH TITUS 50F EXHAUST GRILLE, TYP. 2 nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield PolyLine nwarfield Arrow nwarfield Arrow nwarfield Callout

(E) SUPPLY AIR

nwarfield Callout

(N) 14"Ø EA

nwarfield Callout

(N) 14"Ø OA

nwarfield Callout

(N) 14"Ø EA

nwarfield Callout

(N) 6"Ø SA

nwarfield Text Box

HP-1

nwarfield Text Box

HP-2

nwarfield Text Box

FC-1

nwarfield Text Box

FC-2

nwarfield Text Box

FC-3

nwarfield Text Box

FC-4

nwarfield Text Box

FC-5

nwarfield Text Box

FC-7

nwarfield Callout

REUSE EXISTING SUPPLY DIFFUSER, TYP. 5

nwarfield Callout 18MBh nwarfield Callout 18MBh nwarfield Callout 18MBh nwarfield Callout 12MBh nwarfield Callout 12MBh nwarfield Callout 12MBh nwarfield Callout

4MXS36RMVJU

nwarfield Callout

4MXS36RMVJU

nwarfield Text Box

75CFM

nwarfield Rectangle nwarfield Text Box

HP-3

nwarfield Callout

4MXS36RMVJU

nwarfield Rectangle nwarfield Text Box

FC-6

nwarfield Callout 18MBh nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Callout

3/4" CD TO EXTERIOR LANDSCAPING. DISCHARGE 6" ABOVE GROUND, TURNED DOWN, TYP.

nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Line nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield Ellipse Sketch to Scale

0.19 sf nwarfield PolyLine nwarfield Callout

3/4" CD UP

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3/4" CD DOWN IN WALL TO LAV TAILPIECE

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MEP SCOPE OF WORK

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1. New multi split heat pumps and wall mounted fan coils serving the Pioneer Hall, meeting the performance requirements of specification section 2.2 and 2.3 of 23 00 00. Daikin BRC1E73 thermostats to serve each fan coil zone.

2. New energy recovery ventilator serving the Pioneer Hall meeting the performance requirements of specification section 2.4 of 23 00 00.

3. Condensate from fan coils shall be routed to nearest sink/lavatory tailpiece or to building perimeter landscaping. Condensate may be routed to dry well where above mentioned options are not feasible. Provide condensate lift pumps where needed. See specification section 22 00 00.

4. Provide electrical power provisions to new heat pump units, energy recovery ventilator, and fan coils. See specification section 26 00 00.

5. Patch walls and ceilings as required and paint walls to match existing.

nwarfield Callout EACH NEW AIR TERMINAL SHALL BE PROVIDED WITH A MANUAL BALANCE DAMPER IN THE BRANCH DUCT nwarfield Callout ALL NEW DUCTWORK SHALL BE RIGID, EXCEPT FOR THE LAST 5FT ON BRANCH DUCTS SERVING AIR TERMINALS nwarfield Arc nwarfield Arc nwarfield Callout

(E) SA TO OFFICES

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MAINTAIN MINIMUM 10FT BETWEEN OUTSIDE AIR AND EXHAUST LOUVERS

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TITUS TDC SUPPLY DIFFUSER, TYP. 2

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TITUS 50F EXHAUST GRILLE

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WALL MOUNTED FAN COIL, TYP.

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MULTI ZONE HEAT PUMP, TYP.

nwarfield Rectangle Sketch to Scale

1.85 sf nwarfield Line nwarfield Line nwarfield Text Box M nwarfield Rectangle nwarfield PolyLine nwarfield PolyLine nwarfield Text Box M nwarfield Rectangle nwarfield Callout ERV-1 SHALL HAVE INTEGRAL MOTORIZED DAMPERS ON THE SUPPLY AND EXHAUST AIR OUTLETS

JessiRussell Snapshot

WH

B

C

1 2 3

A3.10

4 2

A3.11

A3.11 1

J. PROVIDE ALTERNATE PRICING FOR NEW HVAC SYSTEM

AS SHOWN ON SHEETS M1.00 AND E1.00.

ELECTRICAL NOTES

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

/2

/2

:2 :5

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

E1.00

DESIGN BUILD

ELECTRICAL 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

E1.00 3/16" = 1'-0"

DESIGN BUILD ELECTRICAL PLAN1

N

REVISION ID: DATE:

nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle Sketch to Scale

15.28 sf nwarfield Rectangle nwarfield Rectangle nwarfield Rectangle Sketch to Scale

0.8 sf nwarfield Text Box nwarfield Text Box M nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Ellipse nwarfield Polygon nwarfield Rectangle nwarfield PolyLine nwarfield Rectangle nwarfield PolyLine nwarfield Rectangle nwarfield PolyLine nwarfield Text Box 30 A

WP

nwarfield Text Box 30 A

WP

nwarfield Text Box 30 A

WP

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(N) 3/4"C-2#12,1#12G nwarfield Callout

(N) HP-1

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(N) ERV-1

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(N) 3/4"C-2#12,1#12G nwarfield Callout

(N) 3/4"C-2#12,1#12G nwarfield Callout

(E) PANEL PH

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(N) FC-2

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(N) FC-1

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(N) FC-3

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(N) FC-4

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(N) FC-5

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(N) FC-6

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(N) FC-7

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(N) HP-3

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(N) HP-2

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(N) 1/2"C-2#12,1#12G nwarfield Arc nwarfield Arrow nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

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(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Arrow nwarfield Arc nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Arrow nwarfield Arc nwarfield Arrow nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Arc nwarfield Arrow nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Arc nwarfield Arrow nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Arc nwarfield Arrow nwarfield Callout

(N) 1/2"C-2#12,1#12G nwarfield Text Box

PH-21,23

nwarfield Text Box

PH-29

nwarfield Text Box

PH-20,22

nwarfield Text Box

PH-24,26

nwarfield Text Box

PH-28,30

nwarfield Rectangle nwarfield Text Box

MEP SCOPE OF WORK

nwarfield Line nwarfield Text Box

1. New multi split heat pumps and wall mounted fan coils serving the Pioneer Hall, meeting the performance requirements of specification section 2.2 and 2.3 of 23 00 00. Daikin BRC1E73 thermostats to serve each fan coil zone.

2. New energy recovery ventilator serving the Pioneer Hall meeting the performance requirements of specification section 2.4 of 23 00 00.

3. Condensate from fan coils shall be routed to nearest sink/lavatory tailpiece or to building perimeter landscaping. Condensate may be routed to dry well where above mentioned options are not feasible. See specification section 22 00 00.

4. Provide electrical power provisions to new heat pump units, energy recovery ventilator, ducted fan coils. See specification section 26 00 00.

5. Patch walls and ceilings as required and paint walls to match existing.

nwarfield Snapshot nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Polygon nwarfield Text Box nwarfield Text Box

KEYED NOTES

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RELOCATE BREAKER FOR EXISTING EQUIPMENT AS SHOWN. MODIFY PANEL AS REQUIRED.

PROVIDE NEW BREAKER TO SERVE NEW EQUIPMENT. MODIFY PANEL AS REQUIRED.

PROVIDE BREAKER WITH PROVISIONS CAPABLE OF BEING LOCKED IN THE OPEN POSITION IN ACCORDANCE WITH CEC 422.31.

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JessiRussell Snapshot