Attachment 3 to Addendum 2 - Revised Community Center Drawings.pdf

A101

SIM

A101

A101 1R e f

XX

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 REFERENCE

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

X

ADDITIONAL KEYNOTE#

PROJECT LOCATION:

74 WINBURN WAY,

ASHLAND, OR 97520

PIONEER HALL

ASHLAND COMMUNITY CENTER - HATCH

INDICATES AREA OF WORK

EXPIRES: 06-30-24

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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

/2

/2

:3 :3

A

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

.A s h la n d

C o m m u n it y C e n te r

P io n e e r

H a ll/

M

A

R C

H

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.r v t

G0.00

COVER SHEET

M-0298-22

ASHLAND

COMMUNITY

CENTER

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

ASHLAND COMMUNITY CENTER RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

100% CONSTRUCTION DOCUMENTS | BID & PERMIT

N

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

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 - COMMUNITY CENTER

G2.00 TYPICAL ADA STANDARDS - EXISTING

G2.10 TYPICAL ADA STANDARDS - EXISTING

-ARCHITECTURAL-

A0.00 ASSEMBLIES AND DOOR SCHEDULES

A0.10 FINISH SCHEDULES

A1.00 FLOOR PLAN

A1.10 ROOF PLAN

A2.00 REFLECTED CEILING PLAN

A3.00 FINISH FLOOR PLAN

A4.00 EXTERIOR ELEVATIONS

A4.10 EXTERIOR ELEVATIONS

A5.00 BUILDING SECTIONS

A5.10 WALL SECTIONS

A6.00 STAIRS AND RAMP SECTIONS

A7.00 ENLARGED PLANS & INTERIOR ELEVATIONS

A7.10 ENLARGED PLANS & INTERIOR ELEVATIONS

A7.11 ENLARGED PLANS & INTERIOR ELEVATIONS

A8.00 EXTERIOR DETAILS

A8.10 EXTERIOR DETAILS

A9.00 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

CIVIL ENGINEERING:

ENGINEER OF RECORD: SYLAS ALLEN, P.E.

CONTACT: LUCAS GOWEY

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

SURVEY:

CONTACT: JOHN R. PARIANI PLS

PARIANI LAND SURVEYING

17 S PLATT ST. SUITE C

EAGLE POINT, OR 97524

T 541.890.1131

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

D1.10 DEMO ROOF PLAN

D2.00 DEMO REFLECTED CEILING PLAN

D3.00 DEMO EXTERIOR ELEVATIONS

D4.00 DEMO PHOTOS

PROJECT SCOPE:

THE SCOPE OF THIS PROJECT CONSISTS OF VOLUNTARY STRUCTURAL

IMPROVEMENTS TO THE EXISTING ROOF FRAMING, EXISTING FLOOR FRAMING, AND

ADDITIONAL IMPROVEMENTS FOR ACCESSIBILITY AND ADA PURPOSES.

-CIVIL-

C0.00 CIVIL COVER SHEET

C0.01 EROSION AND SEDIMENT CONTROL NOTES

C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.00 SITE IMPROVEMENT PLAN

C3.00 PRIVATE CIVIL DETAILS

C4.00 AGENCY STANDARD DETAILS

ALTERNATES

A. (N) ADA ACCESSIBLE KITCHEN AND LIGHTING

B. PAINT EXTERIOR SIDING AND TRIM AT FRONT ELEVATION TO MATCH (E)

C. (N) RAMP

D. REFINISH (E) WOOD FLOORS

E. PAINT ALL INTERIOR WALLS AND STAIN ALL DOORS & INTERIOR TRIM

F. INSTALL (N) CARPET TILES

G. (N) CONCRETE SIDEWALK, STORM IMPROVEMENTS, AND DOWNSPOUT BOOT

REPLACEMENT

H. PAINT ENTIRE EXTERIOR SIDING AND TRIM

I. CONSTRUCT (N) CONCRETE STEM WALLS AROUND OTHER PERIMETER

WALLS PER SHEET S1.10 AND DETAILS 2/S5.10, 3/S5.10 AND 4/A8.00.

J. PROVIDE NEW DESIGN BUILD HVAC SYSTEM PER SHEETS M1.00, M2.00, E1.00

AND E2.00.

-STRUCTURAL-

S0.10 STRUCTURAL GENERAL NOTES

S1.10 FOUNDATION PLAN

S2.10 CEILING FRAMING PLAN

S3.10 ROOF FRAMING PLAN

S4.10 TRUSS ELEVATIONS

S4.11 TRUSS DETAILS

S5.10 FOUNDATION DETAILS

S6.10 FRAMING 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. DEMO (E) EXHAUST FANS AND REPLACE WITH (N)

2. DEMO (E) FLOOR VENTS AND REPLACE WITH (N)

3. DEMO (E) GAS HVAC SYSTEM AND REPLACE WITH (N) ELECTRIC HVAC

SYSTEM. RE-USE (E) DUCTWORK. REMOVE AND REINSTALL (E) DUCTS AS

NECESSARY FOR STRUCTURAL UPGRADES

PLUMBING:

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

WATER AND WASTE LINES AS NECESSARY TO ACCOMMODATE (N) PLUMBING

FIXTURES

ELECTRICAL:

1. REMOVE (E) ELECTRICAL PANEL AND REINSTALL AS REQUIRED TO COMPLETE

STRUCTURAL SCOPE. PAINT CONDUIT TO MATCH

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

3. PROVIDE POWER FOR (N) SUMP PUMP

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.

REVISION ID: DATE:

1 ADDENDUM 2 04/25/2024

-MECHANICAL-

M1.00 DESIGN BUILD DEMO MECHANICAL PLAN

M2.00 DESIGN BUILD MECHANICAL PLAN

DEFERRED SUBMITTALS

-ELECTRICAL-

DESIGN BUILD

DESIGN BUILD

ELECTRICAL PLAN

ELECTRICAL SCHEDULES

E1.00 E2.00

FF

E

±1

3.

FFE

±1903.36

FFE

±1904.69

FFE

±1903.63

FFE

±1903.66 tos 1903.33 tos 1904.66 bos 1903.33 co nc

.4 conc 1901.43 conc 1901.42

0.7%

(e) grd ±1903.9

(e ) g rd ±1

2.

3 STAIRS DOWN

@ 5.3" EA = 16"

4 STAIRS DOWN

@ 5.8" EA = 23"

bos 1901.45 co nc

.4 50.5%

2.

0% conc

1903.71 conc

1903.71 conc 1903.65 conc 1903.62 conc 1903.56 conc 1903.68 conc 1903.65 conc 1903.56 m/e sw ±1902.3 m/e sw ±1902.2 sw 1902.36 sw 1902.32

4.

5%

(e) 3.4% sw 1902.36

1.

0% sw 1902.36 bos 1902.38 tos 1903.56 conc 1902.33 conc 1902.36 conc 1903.36 conc 1903.41 sw 1903.48

7.5%

1.5 sw 19

.3 sw 1903.42

4.

0%

2.

3% conc 1903.56 conc 1903.56 grd 1903.06 sw

1903.42

1.

5%

1.

0%

1.

0%

XX

co nc

.5 conc 1903.56

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

SD

2.

0%

2.

0% 2.

0% m /e c on c ±1

2.

m /e c on c ±1

2.

SD SD SD SD SD SD SD SD SD SD SD

S D co nc

.4

SD SD SD SD SD SD SD

S D to w

.8 to w

.8

±4' ~ 4"Ø PVC

STORM @ 2.0% MIN.

(N) SDCO

8"Ø ie - 1899.54

(e) 4"Ø ie - 1900.61

(e) 4"Ø ie - 1899.75 (e) 4"Ø ie - 1899.75

(N) 4"Ø ie - 1899.45

±8' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±4' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±3' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±6' ~ 8"Ø PVC

STORM @ 1.0% MIN.

(N) SDCB #02

rim - 1901.40

4"Ø ie (W-in) - 1899.92 8"Ø ie (E-out) - 1899.60

±129' ~ 8"Ø PVC

STORM @ 1.8%

(N) SDCO

8"Ø ie - 1898.33

(e) SDCB #01 rim - 1899.87

(N) 8"Ø ie (W-in) - 1896.77

(e) 12" (NE-out) - 1896.67

±75' ~ 4"Ø PERF

STORM @ 0.25% MIN.

8"Ø ie - 1897.09

S D

S D

S D

S D

S D

S D

S D

S D

S D

(e) 4"Ø ie - 1898.50

(e) 4"Ø ie - 1898.50

(e) 4"Ø ie - 1898.50

±5' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±5' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±4' ~ 4"Ø PVC

STORM @ 2.0% MIN.

(N) SDCO

8"Ø ie - 1897.69

±80' ~ 8"Ø PVC

STORM @ 1.0%

S D

SD

(e) 4"Ø ie - 1900.10

(e) 4"Ø ie - 1900.60

3 STAIRS DOWN

@ 4.7" EA = 14.2"

±4' ~ 4"Ø PVC

STORM @ 2.0% MIN.

±4' ~ 4"Ø PVC

STORM @ 2.0% MIN.

(N) 4"Ø ie - 1904.00

±40' ~ 4"Ø PVC

STORM @ 2.0% MIN.

S D

S D

S D

SD SD SD SD SD SD SD±53' ~ 4"Ø PVC

STORM @ 2.0% MIN.

IRR

IR

R

IR

R

±7' ~ 4"Ø PVC

IRRIGATION SLEEVE

(2) ±8' ~ 4"Ø PVC

IRRIGATION SLEEVE

SITE IMPROVEMENT

PLAN

C2.00

SITE IMPROVEMENT PLAN

1"=5'

C2.00

SITE CONSTRUCTION NOTES:

1. ASHLAND COMMUNITY CENTER. REFER TO ARCHITECTURAL AND

STRUCTURAL PLANS FOR ALL RENOVATION INFORMATION.

2. PIONEER HALL. UNDER SEPARATE COVER.

3. CONSTRUCT CONCRETE SLAB SIMILAR TO DETAILS 1 AND 4 ON SHEET

C3.00. REFER TO STRUCTURAL PLAN FOR CONDITION AT NEW RETAINING

WALL.

4. CONSTRUCT CONCRETE ACCESSIBLE RAMP CONFIGURATION WITH

CHEEK WALLS AND HANDRAIL PER DETAILS 2, 4, AND 5 ON SHEET C3.00.

5. CONSTRUCT CONCRETE STAIR CONFIGURATION WITH CHEEK WALLS

AND HANDRAIL PER DETAILS 2, 3, AND 5 ON SHEET C3.00. NUMBER AND

HEIGHT OF STAIRS PER PLAN.

6. CONSTRUCT WOODEN DECK AND STAIRS PER STRUCTURAL AND

ARCHITECTURAL PLANS. CONTRACTOR TO GRADE FG UNDERNEATH

NEW WOODEN DECK AND STAIRS AWAY FROM BUILDING, TOWARDS NEW

RETAINING WALL AT 5% MINIMUM.

7. INSTALL WOODEN COLUMN PER STRUCTURAL PLANS, TYPICAL.

8. INSTALL DECORATIVE WOODEN HANDRAIL PER ARCHITECTURAL PLANS.

9. REINSTALL SALAVAGED HVAC UNITS ON NEW HOUSEKEEPING PAD PER

DETAIL 6 ON SHEET C3.00. INSTALL HVAC EQUIPMENT PER

MANUFACTURER SPECIFICATIONS. MATCH TO EXISTING GRADE.

10. CONSTRUCT CAST-IN-PLACE CONCRETE RETAINING WALL. REFER TO

STRUCTURAL PLANS FOR ALL INFORMATION.

11. CONSTRUCT PRIVATE CONCRETE SIDEWALK PER DETAIL 1 ON SHEET

C3.00.

12. LIMITS OF LANDSCAPE REPAIR.

·· REMOVE ALL GRAVEL, AGGREGATE BASE ROCK MATERIAL, ASPHALT,

CONCRETE, ROOTS OF ANY DEAD PLANT OR PLANT TO BE REMOVED,

AND ALL CONSTRUCTION DEBRIS FROM PLANTING BEDS TO A

MINIMUM DEPTH OF 18" BELOW FINISH GRADE.

·· SCARIFY SUBGRADE TO DEPTH OF 12" IN TWO DIRECTIONS AT 90

DEGREES TO EACH OTHER WHERE COMPACTION EXCEEDS 75% OF

MAXIMUM DENSITY.

·· FILL PLANTING BEDS TO 3.5" BELOW FINISH ELEVATIONS WITH

HILTON FUEL & SUPPLY FOREST LOAM TOPSOIL (OR APPROVED

EQUAL).

·· PLACE 3" LAYER OF APPROVED BARK MULCH OVER TOPSOIL TO 1/2"

BELOW FINISH ELEVATIONS OF ADJACENT SURFACES.

13. CONSTRUCT PUBLIC CONCRETE SIDEWALK WITH CURB AND GUTTER

PER CITY OF ASHLAND STANDARD DETAIL CD700 AND CD720.

14. CONSTRUCT STORM PIPE IN TRENCH PER DETAIL 8 ON SHEET C3.00.

CONNECTIONS SHALL BE MADE USING PRE-FABRICATED 'WYE' FITTINGS.

15. FURNISH AND INSTALL CLEANOUT RISER TO GRADE PER DETAIL 9 ON

SHEET C3.00.

16. FURNISH AND INSTALL NEW DOWNSPOUT CONNECTION PER DETAIL 10

ON SHEET C3.00.

17. FURNISH AND INSTALL NEW DOWNSPOUT CONNECTION. NEW 'PVC' PIPE

TO HAVE 16" OF COVER AND SLOPE AT 2.0%, MINIMUM. CONNECT TO

'PVC' LINE IN LOCATION SHOWN ON PLAN.

18. CONSTRUCT PERFORATED WALL DRAIN BEHIND NEW RETAINING WALL.

CONTINUE PIPE IN TRENCH AROUND NORTHWEST SIDE OF BUILDING

AND MAINTAIN 2' MINIMUM COVER, SLOPE TO DRAIN. DISCHARGE PIPE

TO EXISTING GRADE AT FACE OF NEW RETAINING WALL. REFER TO

STRUCTURAL PLANS FOR PERFORATED PIPE ASSEMBLY.

19. CORE DRILL 12"Ø HOLE AND CONNECT NEW 8"Ø 'PVC' PIPE INTO

EXISTING CATCH BASIN USING 'KOR-N-SEAL' 'S406-12AW' CONNECTOR

(OR APPROVED EQUAL). REFER TO PLAN FOR INFORMATION ON

EXISTING CATCH BASIN.

20. CONTRACTOR TO FIELD FIT CONNECTION TO NEW STORM MAIN FROM

EXISTING DRAIN LINE IN CRAWLSPACE USING AN APPROVED FITTING.

21. CONTRACTOR TO POTHOLE AND VERIFY EXISTING POWER CONDUIT

MATERIAL, SIZE, DEPTH, AND HORIZONTAL LOCATION PRIOR TO

CONSTRUCTION. IF CONFLICT WITH NEW STORM LINE EXISTS, REROUTE

POWER CONDUIT TO AVOID CONFLICT.

22. COVER 'WYE' MAIN LATERAL WITH APPROVED CAP OR PLUG.

23. FURNISH AND INSTALL 12" WIDE CONCRETE SPLASH BLOCK. PROVIDE

SUBMITTAL FOR APPROVAL PRIOR TO CONSTRUCTION.

24. INSTALL 4"Ø SCHEDULE 40 PVC IRRIGATION SLEEVE. PROVIDE WATER

TIGHT CAP AND MARKER TO GRADE AT EACH END, TYPICAL.

ADD ALT 'G' CONSTRUCTION NOTES:

1. LIMITS OF LANDSCAPE REPAIR. REFER TO CHEVRON KEYNOTE 12,

ABOVE, FOR ALL INFORMATION.

2. CONSTRUCT PRIVATE CONCRETE SIDEWALK PER DETAIL 1 ON SHEET

C3.00.

3. CONSTRUCT STORM PIPE IN TRENCH PER DETAIL 8 ON SHEET C3.00.

CONNECTIONS SHALL BE MADE USING PRE-FABRICATED 'WYE' FITTINGS.

4. FURNISH AND INSTALL CLEANOUT RISER TO GRADE PER DETAIL 9 ON

SHEET C3.00.

5. FURNISH AND INSTALL 24" SQUARE CONCRETE CATCH BASIN PER DETAIL

7 ON SHEET C3.00.

6. FURNISH AND INSTALL NEW DOWNSPOUT CONNECTION PER DETAIL 10

ON SHEET C3.00.

7. CONNECT TO NEW STORM LINE AT LOCATION SHOWN.

8. CONSTRUCT PERFORATED WALL DRAIN AT TOP OF NEW FOOTING.

CONTINUE PIPE IN TRENCH AROUND NORTHWEST SIDE OF BUILDING

AND MAINTAIN 2' MINIMUM COVER, SLOPE TO DRAIN. DISCHARGE TO

CATCH BASIN AS SHOWN ON PLANS. REFER TO STRUCTURAL PLANS FOR

PERFORATED PIPE ASSEMBLY.

9. FURNISH AND INSTALL NEW DOWNSPOUT CONNECTION. NEW 'PVC' PIPE

TO HAVE 16" OF COVER AND SLOPE AT 2.0%, MINIMUM. CONNECT TO

'PVC' LINE IN LOCATION SHOWN ON PLAN.

( FEET )

1 INCH = FT

5 2.5 105

ASHLAND COMMUNITY CENTER

6'

5'1'

1'

PIONEER HALL BUILDING

(UNDER SEPARATE COVER)

5'

2'16'3'

.5

3.

5' 5.

0'

29.7'

14.7'

13.7'

6.

1'

8.9'

3.

2'

T Y

P

4.0'

4.

0'

WINBURN WAY

5.0' TYP.

PROJECT NO:

DRAWN:

CHECKED:

DATE:

CITY OF ASHLAND

59 WINBURN WAY

ASHLAND, OR 97520

ASHLAND

COMMUNITY

CENTER

RENOVATION

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

0%

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03-13-24

MKW, LGG

CMW

M-0298-22

REVISION ID: DATE:

O N

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F

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A

LE

SITE IMPROVEMENT NOTES:

GENERAL NOTES:

COORDINATE FINAL LAYOUT WITH ENGINEER AND CITY DURING

CONSTRUCTION.

PROVIDE SUBMITTAL TO ENGINEER FOR REVIEW AND APPROVAL PRIOR

TO ORDERING MATERIALS.

TRANSITION BETWEEN NEW AND EXISTING CONCRETE/CURB SHALL BE

FLUSH AND FREE FROM ABRUPT CHANGES IN HEIGHT.

STAIRS AND ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN

CONFORMANCE WITH CURRENT OSSC STANDARDS. RAMP SLOPES

SHALL NOT EXCEED 8.33% WITH LANDINGS NOT TO EXCEED 2.0%.

CONSTRUCT PAVING, STRUCTURES, AND PIPING TO GRADES,

ELEVATIONS, AND ALIGNMENTS SHOWN ON PLAN.

UPON MOBILIZATION CONTRACTOR SHALL POTHOLE TO VERIFY

VERTICAL AND HORIZONTAL ALIGNMENT, SIZE, AND MATERIAL OF

EXISTING PIPES/STRUCTURES FOR TIE-IN PURPOSES. REPORT TO

ENGINEER IN EVENT OF DISCREPANCY.

ADDITIVE ALTERNATE NOTES:

ITEMS INCLUDED AS PART OF ADD ALTERNATE 'G' ARE PUBLIC

CONCRETE SIDEWALK AND CURB REPLACEMENT, STORM

IMPROVEMENTS, AND DOWNSPOUT BOOT REPLACEMENT).

223 7

23 6

23 6

23 6

04/25/2024ADDENDUM 21

AutoCAD SHX Text T

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text

JB

AutoCAD SHX Text

JB

AutoCAD SHX Text

EXPIRES: 12-31-25

AutoCAD SHX Text

70775PE

AutoCAD SHX Text

OREGON

1 2 3 4 5

A

B

C

D

E

2 2

1 1 1

A

TYP.

777 7

4 4

OFFICE

MAIN HALL

OFFICE

OFFICE

HALLWAY

JAN.

105A

MEN'S RR

WOMEN'S RR

KITCHEN

STAGE

SIDE STAGE

STORAGE ENTRY

STORAGE

STORAGE

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 DESIGNER 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

GYPSUM BOARD CEILING TO BE

DEMOLISHED

DEMO RCP LEGEND

WOOD CEILING TO BE DEMOLISHED

(E) LIGHTING FIXTURES

(E) HVAC REGISTERS

(E) LIGHTING FIXTURES TO BE DEMOLISHED

(E) HVAC REGISTERS TO BE DEMOLISHED

1. DEMO (E) PLASTER CEILING FINISH AND INSULATION

DOWN TO FRAMING

2. DEMO (E) LIGHTING FIXTURES

3. DEMO (E) ATTIC ACCESS TRIM

4. (E) SKYLIGHT TO REMAIN

5. DEMO (E) WINDOW ABOVE DOOR

6. DEMO (E) ACOUSTIC PANELS

7. DEMO (E) COLUMNS - SHORE PORCH COVER

8. DEMO (E) CEILING AND CEILING FRAMING

# DEMO RCP KEYNOTES

EACH OF THE FOLLOWING ITEMS SHALL BE BID AS

ADDITIVE ALTERNATES:

A. DEMO ALL CASEWORK, REMOVE AND SALVAGE

SINKS, REFRIGERATOR, RANGE AND ALL OTHER

APPLIANCES TO RETURN TO OWNER. DEMO

PORTIONS OF WALL AND CASEWORK IN BUTLER'S

PANTRY

# DEMO 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

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/2

:3 :3

A

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

.A s h la n d

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P io n e e r

H a ll/

M

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.r v t

D2.00

DEMO REFLECTED

CEILING PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

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:

1 ADDENDUM 2 04/25/2024

SINGLE

EMBOSSED PNL 2

A

S E

E S

C H

E D

U L E

SEE SCHD.

DOUBLE

EMBOSSED PNL 2

B

SEE SCHEDULE

S E

E S

C H

E D

U L E

DOUBLE

FULL LITE PNL

C

SEE SCHEDULE

S E

E S

C H

E D

U L E

T T

SINGLE

WOOD

A B

DOUBLE

WOOD

5"

S E

E S

C H

E D

U L E

SEE

SCHD.

S E

E S

C H

E D

U L E

5"

5" SEE SCHEDULE 5"2" 2" 2" 2"

WOOD DOOR FRAME

-SEE DOOR SCHED.

DOOR AS SCHEDULED

DOOR SILENCERS

WOOD DOOR TRIM

WOOD DOOR FRAME

-SEE DOOR SCHED.

DOOR AS SCHEDULED

DOOR SILENCERS

SEALANT. EACH SIDE

EXTERIOR WOOD DOOR TRIM

INTERIOR WOOD DOOR TRIM

PLYWOOD SHEATHING - SEE STRUCT.

WEATHER BARRIER

EXTERIOR SIDING

THRESHOLD

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. NONE.

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

W2 EXTERIOR WALL

SCALE: 1" = 1'-0"

W3 EXTERIOR WALL

SHAKE SIDING - MATCH (E)

WEATHER BARRIER

PLYWOOD SHEATHING - MATCH (E)

2x6 WOOD STUDS 16" o.c.

R-21 MIN. BATT INSULATION

5/8" GYP - LEVEL 4 FINISH PAINTED

W4 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

SHAKE SIDING - MATCH (E)

WEATHER BARRIER

(E) SHEATHING

(E) 2x6 WOOD STUDS 16" o.c.

(E) R-21 MIN. BATT INSULATION

(E) 5/8" GYP - LEVEL 4 FINISH PAINTED

(N) SINGLE

WOOD

C D

(E) DOUBLE

WOOD

5"

S E

E S

C H

E D

U L E

SEE

SCHD.

S E

E S

C H

E D

U L E

5"

5" SEE SCHEDULE 5"

BRUSH DOOR SWEEP

ADA COMPLIANT ALUMINUM

THRESHOLD/REDUCER - ATTACH PER

MANUFACTURER'S WRITTEN

INSTRUCTIONS

DOOR AS SCHEDULED

/2

M

A X

/4

M

A X

DOOR FRAME AS SCHEDULED

EXTERIOR PORCH/DECK FINISH PER

PLAN

INTERIOR FLOOR FINISH PER

PLAN

SEALANT

SELF ADHERED MEMBRANE

7 1/2"

CEILING ASSEMBLIESCx

SCALE: 1" = 1'-0"

(E) CEILING JOISTS w/ (N) SISTERED JOISTS - SEE STRUCT.

R-49 BLOWN-IN INSULATION

5/8" GYP - LEVEL 4 FINISH - PAINTED

C1 CEILING

(E) CEILING FRAMING

R-49 BLOWN-IN INSULATION

5/8" GYP - LEVEL 4 FINISH - PAINTED

C2 CEILING

SHAKE PANEL SIDING - MATCH (E)

& PAINT

WEATHER BARRIER

SELF ADHERED MEMBRANE

DRIP EDGE FLASHING

/4

INTERIOR WOOD

DOOR TRIM

EXTERIOR WOOD TRIM

DOOR AS SCHEDULED

SHAKE PANEL SIDING - MATCH (E)

& PAINT

WEATHER BARRIER

SELF ADHERED MEMBRANE

DRIP EDGE FLASHING

/4

INTERIOR WOOD

WINDOW TRIM

EXTERIOR WOOD TRIM

(E) WINDOW

1/4" = 1'-0"

DOOR TYPES

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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A0.00

ASSEMBLIES AND

DOOR SCHEDULES

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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1/4" = 1'-0"

INTERIOR DOOR FRAME TYPES

DOOR, FRAME AND HARDWARE SCHEDULE

DOOR

NUMBER

ROOM

NUMBER

ROOM NAME

DOOR FRAME HARDWARE

SIZE

MTL TYPE GLAZE NOTES MTL TYPE

NOTES

FUNCTION GROUP

W H T

101 101 MAIN HALL 6' - 0" 6' - 10" 0' - 1 3/4" WD C 1" IGU, T 2. 3 WD B/D 1, 2 - 1

102 102 OFFICE 8' - 0" 6' - 8" 0' - 1 3/4" WD B - 1 WD B 1, 2 - 2

103 103 OFFICE 3' - 0" 6' - 8" 0' - 1 3/4" WD A - 1 WD A 1, 2 - 3

105 105 HALLWAY 3' - 0" 6' - 8" 0' - 1 3/4" WD A - 1 WD A/C 1 - 4

105A 105A JAN. 3' - 0" 6' - 8" 0' - 1 3/4" WD A - 1 WD A 1 - 5

107 107 WOMEN'S RR 3' - 0" 6' - 8" 0' - 1 3/4" WD A - 1 WD A 1 - 6

108 108 MEN'S RR 3' - 0" 6' - 8" 0' - 1 3/4" WD A - 1 WD A 1 - 6

110 110 SIDE STAGE 3' - 0" 7' - 0" 0' - 1 3/4" WD A - 1 WD A/C 1 - 4

WD SOLID CORE WOOD

EX EXISTING - TO REMAIN

IGU INSULATED GLAZING UNIT

T TEMPERED

ABBREVIATIONS

1. ALTERNATE: PAINT INTERIOR

DOORS PT2

2. STAIN FINISH

3. INSTALL (N) DOOR IN (E) FRAME

DOOR NOTES

1. ALTERNATE: PAINT INTERIOR

DOOR TRIM PT2

2. (E) TRIM TO REMAIN

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

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

A0.00 3" = 1'-0"

INT. WOOD DOOR JAMB - HEAD SIM.1

A0.00 3" = 1'-0"

EXT. WOOD DOOR JAMB - HEAD SIM.2

1/4" = 1'-0"

EXTERIOR DOOR FRAME TYPES

A0.00 3" = 1'-0"

EXT. THRESHOLD3

A0.00 3" = 1'-0"

EXT. WOOD DOOR HEADER DETAIL4

A0.00 3" = 1'-0"

EXT. WOOD WINDOW HEADER DETAIL5

GROUP 1

DOOR: 101

6 EA BUTTS FBB168 4.5 X 4.5 NRP

1 EA EXIT DEVICE CD98NL

1 EA EXIT DEVICE CD98DT

1 EA CYLINDER 20-057

3 EA CYLINDER 20-001

1 EA ELECTRIC STRIKE 6111

1 EA REM MULLION KR4854

2 EA CLOSERS 4111 SHCUSH

2 EA KICKPLATES 8400 10 X 2 LDW

2 EA SWEEP 200 NA

1 EA THRESHOLD 713

1 SET GASKETING PS074

ACCESS CONTROL READER BY OTHERS

GROUP 2

DOOR: 102

6 EA BUTTS FBB179 4.5 X 4.5

2 EA PUSH PLATE 1001-3 4 X 16

2 EA PULLS 1017-3

2 EA CLOSERS 4111 EDA

2 EA KICKPLATES 8400 10 X 2 LDW

GROUP 3

DOOR: 103

3 EA BUTTS FBB179 4.5 X 4.5

1 EA PASSAGE ND10 RHO

1 EA CLOSER 4111 EDA

1 EA KICKPLATE 8400 10 X 2 LDW

1 EA FLOOR STOP FS436

GROUP 4

DOOR: 105, 110

3 EA BUTTS FBB179 4.5 X 4.5 NRP

1 EA EXIT DEVICE CD98NL

1 EA CYLINDER 20-057

1 EA CYLINDER 20-001

1 EA CLOSER 4111 EDA

1 EA KICKPLATE 8400 10 X 2 LDW

1 EA SWEEP 200 NA

1 EA THRESHOLD 659

1 EA DRIP CAP 17 (DR + 4”)

1 SET GASKETING PS074

GROUP 5

DOOR: 105A

3 EA BUTTS F179 4.5 X 4.5

1 EA PASSAGE ND10 RHO

GROUP 6

DOOR: 107, 108

3 EA BUTTS FBB179 4.5 X 4.5

1 EA PUSH PLATE 1001-3 4 X 16

1 EA PULL 1017-3

1 EA CLOSER 4111 EDA

1 EA KICKPLATE 8400 10 X 2 LDW

1 EA WALLSTOP WS406/407CCV

UP

WH

D W

1 2 3 4 5

A

B

C

D

E

OFFICE

OFFICE

OFFICE

HALLWAY

105WOMEN'S RR

MEN'S RR

KITCHEN

STORAGE

STAGE

STORAGE

A7.00

UP

UP

JAN.

105A

A4.001

A4.00

A4.10 1

A4.10

MAIN HALL

A7.10

D

C

A

A6.00

A7.11

5 5

A5.00

D

D

F

F

F

UP

UP

W4

W1W1

W1

W1W1

W1 W1

UP UP

W3

W4

W3

B

H

H

H G

A8.10

A6.00

A5.00

A5.10

W1

V.I.F.

2' - 0" MIN.

SIDE STAGE

A9.00

A9.00

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

7 1/2" EQ. EQ. 7 1/2"

W1

(E) WALL TO REMAIN

(N) FULL HEIGHT WALL/PARTITION

PLAN LEGEND

(N) CONCRETE

EACH OF THE FOLLOWING ITEMS SHALL BE BID AS

ADDITIVE ALTERNATES:

A. (N) ADA ACCESSIBLE KITCHEN AND LIGHTING - SEE

SHEET

B. PAINT EXTERIOR SIDING AND TRIM AT FRONT

ELEVATION TO MATCH (E)

C. (N) RAMP - SEE SHEET

D. REFINISH WOOD FLOORS

E. PAINT ALL INTERIOR WALLS AND STAIN ALL DOORS

& INTERIOR TRIM

F. INSTALL (N) CARPET TILES

G. (N) CONCRETE SIDEWALK, STORM

IMPROVEMENTS, AND DOWNSPOUT BOOT

REPLACEMENT

H. PAINT ENTIRE EXTERIOR SIDING AND TRIM

# ALTERNATE KEYNOTES

/1 A7.10

/1 A6.00

A. VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT

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

1. (N) CONC. ENTRY PAD PER CIVIL

2. (N) ADA ACCESSIBLE RAMP PER CIVIL

3. (N) TREX DECKING STAIR PER CIVIL

4. (N) RAILING - SEE 1 / A8.10

5. (N) CLOUMNS PER STRUCTURAL - INSTALL (N)

GYPSUM WALL FINISH AND WOOD TRIM TO

MATCH (E)

6. (N) CONC. STEM WALL w/ STUCCO FINISH PER

STRUC.

7. CONC. RETAINING WALL PER STRUC.

8. NOT USED

9. REVERSE DOOR SWING. REINSTALL (E)

HINGES, STRIKE PLATE, AND DOOR. PATCH (E)

DOOR FRAME AND PAINT

BASE BID KEYNOTES#

/1 A7.00

EXPIRES: 06-30-24

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

PROJECT NO.

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A1.00

FLOOR PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

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N

REVISION ID: DATE:

1 ADDENDUM 2 04/25/2024

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

FLOOR PLAN2

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.

RCP GENERAL NOTES:

CEILING LEGEND :

(N) GYPSUM BOARD CEILING AND INSULATION

(E) GYPSUM BOARD CEILING

CEILING FINISHES

GYP GYPSUM BOARD - PAINT PT1

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) TIMBER TRUSS PER STRUCT. - STAIN

2. (E) SKYLIGHT TO REMAIN

3. (N) SURFACE MOUNTED ACOUSTIC PANEL

4. (N) COLUMN PER STRUCT.

5. PATCH PORTION OF CEILING

6. (N) ATTIC HATCH 20"x30"

7. (N) TRIM FOR (E) ATTIC HATCH

8. (N) HEADER PER STRUCT. - PROVIDE (N) WOOD

TRIM

9. PAINT (N) ROOF RAFTERS - MATCH (E)

# REFLECTED CEILING KEYNOTES

1 2 3 4 5

A

B

C

D

E

GYP

10' - 4"

GYP

10' - 4"

GYP

10' - 4"

MEN'S RR

WOMEN'S RR

HALLWAY

F1

F1

F1

F1

F1

X1

EF

EF

V1

A

GYP

VAR

GYP

14' - 9"

GYP

VAR

GYP

VAR

MAIN HALL

F1 F1

F3

F3

44 4 4

GYP

9' - 0"

GYP

VAR

STORAGE

F1

F1

STAGE

EQ. 9' - 0" EQ.

F1

A7.10

2 2

TYP.

V1

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

EQ EQ EQ EQ

C1

C1

C1

C1 C1

C1

C1

F2

F2

F4 F4

E Q

E

Q

F2

F2

EQ EQ

E Q

E Q

E Q

E Q

EQ EQ

EQ. EQ.

C2

GYP

10'-4"

F1 RECESSED CAN

F2 PENDANT

F3 SURFACE MOUNT ROUND CEILING LIGHT

F4 PENDANT

X1 EXIT SIGN

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:

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A2.00

REFLECTED

CEILING PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

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

REFLECTED CEILING PLAN1

N

FIRST FLOOR

0' - 0"

C.C. STAGE

1' - 4"

V .I

.F

R

IS

E

16' - 2" MIN. RUN LENGTH M

IN

A6.00

MIN.

1' - 0"

1' - 0" MIN.

M

IN

HANDRAIL PER PLAN

FLOOR FINISH

PER PLAN

1" / 12"MAX SLOPE

4' - 0"

A6.00

A6.00

UP

3' - 2"

1 1/2" STEEL PIPE FLOOR-MOUNTED

HANDRAIL - POWDER COAT

T&G WOOD FLOORING - STAIN TO

MATCH MAIN HALL FLOORING

T&G WOOD LANDING - SEE STRUCT.

FOR FRAMING

CLR.

1 1/2"

FIRST FLOOR

0' - 0"

C.C. STAGE

1' - 4"

A6.00

A9.00

FIRST FLOOR

0' - 0"

C.C. STAGE

1' - 4"

11 1/4"

4 EQ TREADS - 11" MIN.

FRAMING PER STRUCT.

CONCRETE

LANDING PER CIVIL

1 1/2" STEEL PIPE HANDRAIL - POWDER COAT

11 1/4"

A6.00

COMPOSITE DECK BOARDS

STRINGER PER

STRUCT.

11 1/4"

GRADE

-1' - 11"

A8.00

M A

X

M

IN

E

Q R

IS

E

R S

2 EQ. TREADS - 11" MIN.

M A

X

M

IN

E

Q R

IS

E

R S

11 1/4"

A6.00

A6.00

COMPOSITE DECKING - GAPS BETWEEN BOARDS SHALL

BE SPACED PER MANUFACTURER'S WRITTEN

INSTRUCTIONS AND SHALL NOT PERMIT THE PASSAGE OF

A 1/2" DIAMETER SPHERE

CONCRETE LANDING

PER CIVIL

CONCRETE RETAINING

WALL PER STRUCT.

COMPOSITE DECKING

A8.00

FIRST FLOOR

0' - 0"

C.C. STAGE

1' - 4"

A6.00

1 1/2" MIN. 1 1/2" MIN.

GRADE

-1' - 11"

CONCRETE RETAINING

WALL PER STRUCT.

44" MIN. REQUIRED

73 1/2" +/- PROVIDED

EXPIRES: 06-30-24

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

PROJECT NO.

DATE:

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A6.00

STAIRS AND RAMP

SECTIONS

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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A6.00 1/4" = 1'-0"

RAMP LONGITUDINAL SECTION2

A6.00 1/4" = 1'-0"

RAMP PLAN - ALTERNATE C1

A6.00 1/4" = 1'-0"

RAMP TRANSVERSE SECTION3

A6.00 1/4" = 1'-0"

STAIR LONGITUDINAL SECTION5

A6.00 1/4" = 1'-0"

STAIR PLAN4

A6.00 1/4" = 1'-0"

STAIR TRANSVERSE SECTION6

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

FT# FRP TRIM

FRP FIBERGLASS PANELS

RESTROOM ACCESSORIES

TP# TOILET PAPER DISPENSER

MR# MIRROR

GB GRAB BAR

SD# SOAP DISPENSER

PD# PAPER TOWEL DISPENSER

SND SANITARY NAPKIN DISPOSAL

FLOORING TRANSITIONS

TR# TRANS PROFILE #

CASEWORK

EX# EXISTING TO REMAIN

ME# MATCH EXISTING

PL# PLASTIC LAMINATE

WALL PROTECTION

EX# EXISTING TO REMAIN

ME# MATCH EXISTING

CG# CORNER GUARD

EX# EXISTING TO REMAIN

ME# MATCH EXISTING

SV SHEET VINYL

WD WOOD FLOORING

CPT CARPET TILE

ROOM FINISH ABBREVIATIONS:

MISC.

WC# WINDOW COVERINGS

CLD ACOUSTIC PANEL

1. (N) FLOOR FINISH SHALL EXTEND UNDER CASEWORK

2. PAINT ALL WALLS BEHIND CASEWORK

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 U.N.O.

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 U.N.O. 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

PT1 U.N.O.

L. ALL METAL ACCESS PANELS, COVER PLATES, VENTS

AND GRILLES TO BE PAINTED TO MATCH THE

SURFACE IT IS LOCATED ON, UNLESS PREFINISHED.

M. 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.

N. ALL COUNTERTOPS ARE RECEIVE BACKSLASHES TO

MATCH. PROVIDE PAINTABLE SEALANT AT WALL.

O. PAINT VISIBLE PORTION OF INSIDE OF DUCT WORK

FLAT BLACK.

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

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

Q. 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:

102 101

WB

CLDCLD4

TYP.

PT1 PT1WB

PT1 CLD CLDCLD CLD CLD

2 2

BEYOND

PT1

WB

WB PT1

PT1CLD CLDCLD CLD CLD

2 2

2 2

1. REFRAME OPENING PER STRUCT. PATCH

WALL FINISH AND INSTALL (N) WOOD TRIM

TO MATCH (E)

2. PATCH WALL AND INSTALL TRIM - MATCH

(E)

3. WOOD RAMP STRUCTURE - STAIN TO

MATCH WOOD FLOORING

4. TIMBER TRUSS PER STRUCT. - WOOD TO

BE STAINED - STEEL GUSSETS AND BOLTS

TO BE POWDER COATED BLACK.

# FINISH KEYNOTES

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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A7.11

ENLARGED PLANS

& INTERIOR

ELEVATIONS

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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A7.11 1/4" = 1'-0"

MAIN HALL INT. ELEVATION 11

A7.11 1/4" = 1'-0"

MAIN HALL INT. ELEVATION 22

A7.11 1/4" = 1'-0"

MAIN HALL INT. ELEVATION 33

A7.11 1/4" = 1'-0"

MAIN HALL INT. ELEVATION 44

3"

ADJUSTABLE

SHELF W/ PLAS LAMINATE FINISH

RUBBER BASE

OVER CABINET BASE

DOOR PULL;

SEE SPECS

/2

3/4" PLYWOOD

SUBSTRATE

3/4" MDF

COUNTERTOP W/

PLAS. LAM. FINISH

2' - 0"

A9.00

M A

X

SCHEDULED COUNTER

TOP

MDF SUBSTRATE

1/2" REVEAL W/

P-LAM FINISH

1"

SCHEDULED

SS PULL

/4

/4 " 1

/2

/2

P-LAM FINISH

FIBERGLASS REINFORCED PANELS, SEE INTERIOR

ELEVATIONS

WATER-RESISTANT GYP. GREENBOARD

6" RUBBER BASE

SHEET VINYL, SEE PLAN

FIBERGLASS REINFORCED PANELS, SEE INTERIOR

ELEVATIONS

WATER-RESISTANT GYP. GREENBOARD

SCHLUTER PROFILE RONDEC-DB DECO TRIM 17/32"

ALUM SATIN 10'

RUBBER BASE

OVER CABINET BASE

DOOR PULL;

SEE SPECS

/2

3/4" PLYWOOD

SUBSTRATE

3/4" MDF

COUNTERTOP w/

PLAS. LAM. FINISH

M A

X

2' - 0"

/2

/2

/2

M A

X

A9.00

C

L R

2' - 0" Max.

6"

8" MIN.

BACKSPLASH COVED TO

COUNTERTOP

(E) FAUCET

(E) SINK

3/4" PLYWOOD

SUBSTRATE

HOT/COLD WATER

DISPENSER/FILTER UNIT,

S.P.D.; MOUNT HIGH & TIGHT

TO REAR WALL, CLEAR

OF ADA KNEE SPACE

REAR PANEL CUTOUT

FOR PLUMBING PIPES (INSULATED; S.P.D.)

3/4" MDF COUNTERTOP

W/ PLAM FINISH UNLESS NOTED

OTHERWISE (U.N.O.)

M A

X

REMOVABLE PLAM APRON, OUTLINE

OF ADA KNEE

CLEARANCE (DASHED)

EXTEND WALL BASE

INTO KNEESPACE (3 SIDES)

REAR PANEL W/ PLAM

LAMINATE FINISH

/2

A9.00

PULL

PLAM DOOR

U.O.N.

1' - 3"

PLAM ADJUSTABLE SHELF

FACE OF FINISHED WALL

7' - 0" A.F.F., U.N.O.

PLAM INTERIOR

SHELF PLAS LAMINATE FINISH

1' - 0"

M A

X

PLAM INTERIOR

FACE OF FINISHED WALL

STUD WALL PER

STRUCT.

1X T&G WOOD

WALL/FLOOR FINISH

TO MATCH (E) WOOD

FLOORING

STUD WALL PER STRUCT.

LEDGER PER STRUCT.

LEDGER PER STRUCT.

(E) STUD WALL

3' - 2"

SHEATHING PER

STRUCT.

1 1/2" STEEL PIPE FLOOR-

MOUNTED HANDRAIL -

POWDER COAT

M

IN

1 1/2"

(E) WALL 1x4 WOOD TRIM AROUND

OPENING - STAIN TO MATCH (E)

T&G RAMPRAMP WALLT&G LANDING

SEE DETAIL

FOR MORE INFORMATION

/1 A9.00

(E) WALL

COLUMN PER

STRUCT.

1x4 WOOD TRIM - STAIN TO MATCH (E)

CAULK EDGES, TYP.

GYPSUM BOARD - MATCH ADJACENT

THICKNESS, BLEND w/ ADJACENT TEXTURE

AND PAINT TO MATCH (E) (E) WALL

A9.00 1 1/2" = 1'-0"

BASE CABINET DETAIL- WITH DRAWERS2

A9.00 6" = 1'-0"

TYP EDGE DETAIL AT BASE CABINENT7

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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A9.00

INTERIOR DETAILS

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

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A9.00 6" = 1'-0"

BASE DETAIL11

A9.00 6" = 1'-0"

T.O. FRP DETAIL8

A9.00 1 1/2" = 1'-0"

BOX FILE CABINET DETAIL4

A9.00 1 1/2" = 1'-0"

BASE CABINET DETAIL- WITH SINK3

A9.00 1 1/2" = 1'-0"

WALL CABINENT 2 DOOR WITH SHELVES6

A9.00 1 1/2" = 1'-0"

OPEN SHELF DETAIL10

A9.00 1 1/2" = 1'-0"

INTERIOR RAMP DETAIL9

A9.00 1 1/2" = 1'-0"

CORNER WALL w/ RAMP DETAIL5

A9.00 1 1/2" = 1'-0"

CORNER WALL DETAIL1

A. DIMENSIONS SHOWN ARE FOR

REFERENCE ONLY, CONFIRM w/

ARCHITECTURAL PLAN & DETAILS.

B. BOTTOM OF FOOTINGS TO BE PLACED

BELOW FROST DEPTH OR AS NOTED IN

THE GEOTECHNICAL REPORT,

WHICHEVER IS GREATER.

C. COORDINATE PENETRATIONS OF SITE

UTILITIES, MECHANICAL DUCTS, PIPING,

AND ELECTRICAL CONDUIT/PANELS TO

MINIMIZE IMPACT TO STRUCTURAL

FRAMING. PLUMBING FIXTURES SHOWN

ON FLOOR FOR REFERENCE AND

POSSIBLE FRAMING CONFLICTS ONLY.

D. ALL FOOTINGS ARE TO BE CENTERED

UNDER COLUMNS U.N.O.

E. ALL FOOTINGS TO BEAR OVER GRADE

OVER FIRM, UNDISTURBED, NON-

ORGANIC, NON-EXPANSIVE NATIVE

MATERIAL, OR STRUCTURAL FILL AS

REQUIRED PER GEOTECHNICAL REPORT.

F. SEE SHEET S0.10 FOR ALL NOTES AND

SCHEDULES.

G. ALL KEYNOTES INDICATE NEW ITEMS

TYPICALLY UNLESS NOTED OTHERWISE.

H. INDICATES FLOOR STEP REF.

ARCHITECTURAL PLANS FOR ADDITIONAL

INFORMATION.

I. INDICATES FOOTING TYPE PER

FOUNDATION SCHEDULE AND TOP OF

FOOTING ELEVATION.

F-XX

FOUNDATION AND FRAMING

PLAN NOTES

1. 6" WIDE CONCRETE STEM WALL w/ #4 BAR @ 16" o.c. E.W.

2. 3 1/2x5 1/4 VERSALAM LVL 1.8E 2650 COLUMN w/

SIMPSON ABA44Z POST BASE.

3. (4) STAIR STRINGER STRUCTURE w/ 2x14 P.T.

STRINGERS.

4. (5) STRINGER STAIR STRUCTURE w/ 2x14 P.T.

STRINGERS.

5. TREX DECKING AT EXTERIOR STAIRS & LANDINGS.

SEE ARCHITECURAL PLAN FOR ADDITIONAL

INFORMATION.

6. P.T. 4x4 TYP. FOR ALL FOOTINGS IN CRAWL SPACE.

7. DOUBLE TRIMMER STUDS.

8. ALL (E) (3) 2x6 FLOOR BEAMS TO HAVE

(N) 3 1/2 x 7 1/2 GLB FRAMED IN BELOW.

9. ALL (E) (3) 2x8 FLOOR BEAMS TO HAVE

(N) 3 1/2 x 10 1/2 GLB FRAMED IN BELOW PER

DETAIL 8/S5.10.

10. STUD WALL ABOVE FLOOR FRAMING w/ 2x4 STUDS @ 16" o.c. & DOUBLE TOP PLATES & SINGLE

BOTTOM PLATE AT RAMP. SHEATH OVER TOP

WALL w/ 1 1/8" PLYWOOD SHEATHING. SEE ARCH

PLAN FOR RAMP SIZE AND SLOPE.

11. (2) 2x8 DF-L #2 BEAM SISTERED TOGETHER w/

(3) 3"x0.148"⌀ NAILS @ 12" o.c. LOCATED UNDER

BEARING WALL ABOVE.

12. (2) 1 1/2x11 1/4 VERSALAM 2.1E 2800 JOISTS UNDER

BEARING WALL ABOVE.

13. INFILL DOOR OPENING w/ 2x STUDS @ 16" o.c. STUD

DEPTH TO MATCH ADJACENT (E) STUDS.

14. G.C. TO SHIM UNDER ALL CRAWL SPACE FLOOR

JOISTS NOT BEARING ON FLOOR BEAMS.

15. G.C. TO VERIFY ALIGNMENT OF BEAMS AND

FOOTINGS WITH BEARING WALLS ABOVE.

16. (E) POSTS WITHIN AREA NOTED TO BE REMOVED

FOR INSTALL OF STEM WALL AND FOOTING PER

PLAN, CENTER CONTINUOUS SECTION BETWEEN

TRUSS SUPPORT POSTS ABOVE.

17. REFER TO 10/S6.10 FOR HANDRAIL ATTACHMENT

DETAIL AT REAR DECK.

18. (2) P.T. 2x10 w/ SIMPSON HUS210-2TF HANGER, TYP.

19. ADDITIVE/ALTERNATE I - (N) CONCRETE STEMWALL

@ OTHER PERIMETER WALLS PER DETAILS 2/S5.10,

3/S5.10, AND 4/A8.00. REFERENCE SHEET G0.00

FOR ALTERNATES.

# STRUCTURAL KEYNOTES

(E) (3) 2x8

(E

(3 x

(E

(3 x

(E) 2x6

(E

(3 x

(E) 2x8

(E

(3 x

(E

(3 x

(E

(3 x

(E

(3 x

(E

(3 x

(E

(3 x

(E) (3) 2x12

(E) (3) 2x8

(E x F

L O

O R

J O

IS

T

S o .c

(E x F

L O

O R

J O

IS

T

S o .c

(E x F

L O

O R

J O

IS

T

S o .c

1 2 3 4 5

A

B

C

D

E

F-2 F-23

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

M

A X

T

Y P

F-1

F-1

F-1

F-1

F-1

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

/2 x

/4 G

L B

F-1

F-1

F-1

F-1

EQ EQ

F-3

F-3

F-8

/2 x

/4

G L B

F-1

F-7

(E

(3 x

P.T . 4 x4

P.T . 4 x4

P.T . 4 x4 P .T. 4x4

P.T. 2x8

LEDGER

12 12 12

(E) 2x8 @ 16" o.c.

9' - 0"

S5.10

S5.10

S5.10

TYP.

S5.10

F-7

F-1 F-7

SEE CIVIL PLAN FOR

EXTERIOR SITE SCOPE

S5.10

F-1

S5.10

S5.10

F-1 F-1

S5.10

S5.10

S5.10

TYP.

F-7

F-7

15 6

H S S3 1/2x3 1/2x3/8

H S S 3 1/2x3 1/2x3/8

H S S3 1/2x3 1/2x3/8

S5.10

S5.10

P.T. 2x8 @ 16" o.c. TYP.

S

EXPIRES: 06-30-24

LT R U C T U R A

R

D

EG

I S

TERE P

L

ROFESS IONA

J

70888

OREGON

E RNG I N E E

4u l y 08 , 201

M

HA

T

T H EW R . SM

I T

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

:4 :0

P

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

.A s h la n d

C o m m u n it y C e n te r

P io n e e r

H a ll/

M

S

T R

U C

T

R

.r v t

S1.10

FOUNDATION PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

PWR / MEG

JAG

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

S1.10 3/16" = 1'-0"

FOUNDATION PLAN1

FOUNDATION SCHEDULE

MARK WIDTH LENGTH DEPTH REINFORCEMENT

F-1 3' - 0" 2' - 6" 1' - 0" (4) #4 BAR E.W.

F-2 2' - 6" 2' - 6" 1' - 0" (4) #4 BAR E.W.

F-3 3' - 0" 4' - 0" 1' - 0" (6) #4 BARS E.W.

F-7 1' - 6" CONT. 1' - 0" (3) #4 LONGITUDINAL BARS

F-8 2' - 0" CONT. 1' - 0" (3) #5 LONG. BARS & #5 TRANSVERSE BARS @ 12" O.C.

N

1 2 3 4 5

A

B

C

D

E

D3.00 1

D3.00

D3.003

D3.00

J. PROVIDE ALTERNATE PRICING FOR NEW HVAC SYSTEM AS

SHOWN ON SHEETS M1.00, M2.00, E1.00 AND E2.00.

DEMO MECHANICAL 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

C o m m u n it y C e n te r

P io n e e r

H a ll/

M

A

R C

H

R

.r v t

M1.00

DESIGN BUILD

DEMO

MECHANICAL PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

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

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

DESIGN BUILD DEMO MECHANICAL PLAN1

N

REVISION ID: DATE:

REMOVE EXISTING

FLUE AND PATCH

WALL AND ROOF

REMOVE EXISTING

CONDENSAING

UNITS

REMOVE ALL

EXISTING

DUCTWORK.

PRESERVE

SLEEVES

THROUGH FLOOR,

IF APPLICABLE.

REMOVE EXISTING

FURNACES, DX COILS,

ASSOCIATED PIPING, AND

ASSOCIATED

THERMOSTATS.

KEYED NOTES

DEMO EXISTING FLOOR VENT AND PREPARE FOR

INSTALLATION OF REPLACEMENT VENT.

DEMO EXISTING FLOOR VENT AND PATCH FLOOR.

REFER TO ARCHITECTURAL FOR FLOORING

REQUIREMENTS.

1 1

1 1 1 1

1 1

JessiRussell Snapshot

JessiRussell Snapshot

D W

1 2 3 4 5

A

B

C

D

E

A4.001

A4.00

A4.10 1

A4.10

A7.11

J. PROVIDE ALTERNATE PRICING FOR NEW HVAC SYSTEM AS

SHOWN ON SHEETS M1.00, M2.00, E1.00 AND E2.00.

MECHANICAL 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

C o m m u n it y C e n te r

P io n e e r

H a ll/

M

A

R C

H

R

.r v t

M2.00

DESIGN BUILD

MECHANICAL PLAN

M-0298-22

ASHLAND

COMMUNITY

CENTER

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

M2.00 3/16" = 1'-0"

DESIGN BUILD MECHANICAL PLAN1

N

REVISION ID: DATE:

(N) SA

GRILLE

(N) RA

GRILLE

(N) SA

GRILLE

BROAN BW5030SSL

RANGE HOOD WITH

7"Ø EA UP TO

ROOFJACK

REUSE EXISTING SLEEVE

THROUGH FLOOR BUT

PROVIDE NEW TITUS CT-580

LINEAR BAR GRILLE SIZED TO

MATCH ORIGINAL AND SET

FLUSH WITH FLOOR'S

FINISHED SURFACE

(N) SA

GRILLE

(N) SA

GRILLE

VERIFY LOCATION

OF AIR TERMINAL

IN FIELD. IF NO AIR

TERMINAL IS

LOCATED IN THIS

ROOM, PROVIDE A

NEW ONE

PUMP CONDENSATE UP AND

DISCHARGE THROUGH WALL TO

EXTERIOR LANDSCAPING.

TERMINATE 6" ABOVE FINISHED

GRADE AND TURNED DOWN

3/4" CONDENSATE

DRAIN OVERHEAD

HP-1

HP-2

HP-3

T

T

TWIN FC-1 AND

FC-2 TO ONE

THERMOSTAT

FC-1

FC-2

FC-3

PROVIDE

CONDENSATE

PUMP, TYP.

(N) SA

GRILLE

14"x48" OA

LOUVER

14"X16" OA UP IN

CHASE TO LOUVER

PLENUM

M M

RELIEF AIR THROUGH

FLOOR. PROVIDE WITH

COUNTERBALANCED

BACKDRAFT DAMPER AND

TITUS CT-580 LINEAR BAR

GRILLE. MATCH SIZE OF

ADJACENT SUPPLY

DIFFUSERS, TYP. 3

FILTER

RACK, TYP.

24"X18" RA

OVERHEAD

24"X18" SA

OVERHEAD

20"X16" SA

OVERHEAD

20"X16" RA

OVERHEAD

MEP SCOPE OF WORK

1. New heat pump unit and ducted fan coils serving the Community Center, meeting performance requirements of specification section 2.2 and 2.3 of 23 00 00. Daikin BRC1E73 thermostats to serve each duct fan coil unit zone. Provide outside air duct with 2-position motorized damper.

2. 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. See specification section 22 00 00.

3. Provide electrical power provisions to new heat pump units, ducted fan coils, bathroom exhaust fans, and range hood. See specification section 26 00 00.

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

10"Ø OA

OVERHEAD

14"X14" OA

OVERHEAD

16"X16" OA

OVERHEAD

SUPPLY AIR DUCT

OVERHEAD

NEW DUCTED FAN

COILS SHALL BE

LOCATED IN

BASEMENT

EACH AIR

TERMINAL SHALL

BE PROVIDED WITH

A MANUAL

BALANCE DAMPER

IN THE BRANCH

DUCT

ALL DUCTWORK

SHALL BE RIGID,

EXCEPT FOR THE

LAST 5FT ON

B…