ATT_B_G0.01.pdf

VICINITY MAP

AREA OF

WORK

PROJECT CONTACTS

OREGON YOUTH AUTHORITY

4400 LOCHNER ROAD, SE

ALBANY, OR 97322

TEL: (503) 986-0303

ATTN: PAUL EHENGER, FACILITY MANAGER

EMAIL: paul.ehenger@oya.state.or.us

CLARK/KJOS ARCHITECTS

621 SW ALDER ST. SUITE 700

PORTLAND, OR 97205

TEL: (503) 224-4848

FAX: (503) 224-7116

ATTN: ALEX HILL, PRINCIPAL

EMAIL: alexhill@ckarch.com

OWNER:

ARCHITECT:

(by Owner)

(by Owner)

By Design-build contractor, hired by General Contractor

(by Owners vendor)

(by Owner)

CIVIL:

LANDSCAPE:

FIRE PROTECTION:

SECURITY/CCTV:

COMMUNICATIONS:

LEWIS & VAN VLEET, INC.

18660 SW BOONES FERRY ROAD

TUALATIN, OR 97062

TEL: (503) 885-8605

ATTN: GARY LEWIS, PE

EMAIL: gjlewis@lvvi.com

SAZAN GROUP

111 SW 5TH AVENUE, SUITE 3210

PORTLAND, OR 97204

TEL: (503) 416-2400

ATTN: DANIEL TOUGER, PE PRINICAL

EMAIL: dtouger@sazan.com

STRUCTURAL:

MEP:

DIMENSION TO FACE OF FRAMING,

FACE OF CONCRETE, GRID

LINE, OR AS NOTED.

CLEAR DIMENSION TO FINISH FACE OR AS

NOTED

SURFACE SLOPE

NORTH ARROW

PROJECT NORTH (SEE CIVIL FOR

TRUE NORTH)

DRAWING REVISION

NEW SPOT ELEV

WINDOW TYPE -

REF WINDOW SCH

DOOR TAG

WINDOW TAG

CALLOUT

DRAWING NUMBER

DRAWING NUMBER

EXTERIOR ELEVATION

DOOR NUMBER -

REF DOOR SCH

SHEET NUMBER

EXISTING SPOT ELEV

ELEVATION TAG

KEYNOTE

BUILDING SECTION

WALL SECTION

SHEET NUMBER

ROOM TAG

(E) 98.75'

INTERIOR ELEVATION

1 1/4"

1 1/4"

DRAWING NUMBER

SHEET NUMBER

98.75'

ROOM NUMBER

1/4:12

SLOPE

SYMBOLS AND FILL PATTERNS

EARTH

GRAVEL

ASPHALT

METAL - STEEL

MASONRY - CONCRETE BLOCK

WOOD - FINISH

*WOOD - CONTINUOUS

INSULATION - BATT

INSULATION - RIGID

INSULATION - ACOUSTICAL

WOOD - PLYWOOD

GYPSUM BOARD

GLASS

WOOD - PARTICLE BOARD

METAL - ALUMINUM

CONCRETE

MASONRY - BRICK

SAND

*WOOD - BLOCKING

INSULATION - SEMI RIGID

A3.00

A3.00

FINISH TAG

WALL TAG

CEILING HEIGHT ABOVE

FINISHED FLOOR- ALL

CEILINGS 9'-0" UNLESS

OTHERWISE NOTED.

CEILING MATERIAL

CEILING TAG

A-1

A3AX

WALL ASSEMBLY

STUD SIZE

MODIFIER

W1

A1.01

Room Name

150 SF

Name Elevation

ACT-1

9'-0"

A1.01

A7.01

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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GEN. NOTES, SYMBOL,

ABBRE. & FINISH CODE

4.2.21

G0.01

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20018

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4400 LOCHNER RD SE, ALBANY, OR 97322

OAK CREEK EXPANSION

OREGON YOUTH AUTHORITY

-ARCHITECTURAL-

G0.01 GEN. NOTES, SYMBOL, ABBRE. & FINISH CODE

G1.01 FIRE AND LIFE SAFETY & SECURITY PLAN

G2.01 PARTITION TYPES

D0.51 DEMO PLAN- LEVEL 1

A1.01 ARCHITECTURAL SITE & ROOF PLANS

A2.01 FLOOR & CEILING PLANS

A6.01 EXTERIOR ELEVATIONS & SECTIONS

A5.01 INTERIOR ELEVATIONS

A6.02 EXTERIOR DETAILS & SECTIONS

A6.03 EXTERIOR DETAILS

A7.01 INTERIOR DETAILS

A7.02 INTERIOR DETAILS- CASEWORK

I2.01 FINISH PLAN- LEVEL 1

Q2.01 EQUIPMENT PLAN- LEVEL 1

-STRUCTURAL-

S1.01 FND. PLAN - LEVEL 1

S1.11 FOUNDATION DETAILS

S2.01 ROOF FRMG. PLAN - LEVEL 1

S2.11 ROOF FRAMING DETAILS

-MECHANICAL-

M0.00 GEN. NOTES, SYMBOL, ABBRE. & INDEX

M0.01 MECHANICAL LEGEND

M0.03 MECHANICAL SCHEDULES

MD1.01 MECH DEMO - FLOOR PLAN

M2.01 MECHANICAL FLOOR PLAN

M2.02 MECHANICAL ROOF PLAN

M3.01 MECHANICAL REFRIGERANT PIPING - FLOOR PLAN

M3.02 MECHANICAL REFRIGERANT PIPING - ROOF PLAN

M4.00 MECHANICAL DETAILS

-PLUMBING-

P0.00 GEN. NOTES, SYMBOL, ABBRE. & INDEX

P0.01 PLUMBING SCHEDULES

PD1.01 PLUMBING DEMO - FLOOR PLAN

PD1.02 PLUMBING DEMO - ROOF PLAN

P2.01 PLUMBING WASTE AND VENT - FLOOR PLAN

P2.02 PLUMBING WASTE AND VENT - ROOF PLAN

P3.01 PLUMBING DOMESTIC WATER AND GAS - FLOOR PLAN

P3.02 PLUMBING DOMESTIC WATER AND GAS - ROOF PLAN

P4.00 PLUMBING DETAILS

-ELECTRICAL-

E0.00 GEN. NOTES, SYMBOL, ABBRE. & INDEX

E0.01 ELECTRICAL LEGEND

E0.02 ELECTRICAL LIGHTING SCHEDULE

E0.03 ELECTRICAL SCHDULES

ED2.01 LIGHTING DEMO - FLOOR PLAN

ED3.01 ELECTRICAL DEMO - FLOOR PLAN

E1.01 LIGHTING - FLOOR PLAN

E2.01 ELECTRICAL - FLOOR PLAN

E2.02 ELECTRICAL - ROOF PLAN

E6.00 ELECTRICAL ONE-LINE DIAGRAM

HB HOSE BIBB

HR HOUR

ID INSIDE DIAMETER

INS INSULATE(D), INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LW LIGHTWEIGHT

MGR MANAGER

MH MANHOLE

MFR MANUFACTURE(R)

MO MASONRY OPENING

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MP METAL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MRGB MOISTURE RESISTANT GYPSUM WALL

BOARD

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER(S)

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

P PAINT(ED)

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATE(D)

PLAM PLASTIC LAMINATE

PWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QT QUARRY TILE

RAD RADIUS

REF REFRIGERATOR

REQ REQUIRED

RA RETURN AIR

REV REVISION(S), REVISED

RH RIGHT HAND

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SEC SECTION

SAM SELF ADHERED MEMBRANE

SV SHEET VINYL

SIM SIMILAR

SC SOLID CORE

S SOUTH

SPEC SPECIFICATION(S)

SFRM SPRAY-APPLIED FIRE RESISTIVE

MATERIAL

SQ SQUARE

STD STANDARD

STL STEEL

STR STRUCTURAL

SUPP SUPPLEMENT, SUPPLY

TKBD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TEMP TEMPERED

T&G TONGUE AND GROOVE

TO TOP OF

TOC TOP OF CURB OR CONCRETE

TOF TOP OF FRAMING

TOW TOP OF WALL

TB TOWEL BAR

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VG VERTICAL GRAIN

VCT VINYL COMPOSITION TILE

WC WATER CLOSET

WH WATER HEATER

WP WATERPROOF(ING)

WS WATERSTOP

WRB WEATHER RESISTIVE BARRIER

WWF WELDED WIRE FABRIC

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

Ø DIAMETER

┴ PERPENDICULAR

AFF ABOVE FINISH FLOOR

AP ACCESS PANEL

ACC ACCESSIBLE

ACT ACOUSTICAL TILE

ADD ADDENDUM

A/C AIR CONDITIONING

ALT ALTERNATE

AL ALUMINUM

AB ANCHOR BOLT

ANOD ANODIZED

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

BATT BATT INSULATION

BLW BELOW

BM BENCH MARK

BIT BITUMINUS

BOL BOLLARD

B.O. BOTTOM OF

BLDG BUILDING

CAB CABINET

CLG CEILING

CTR CENTER

CT CERAMIC TILE

CLR CLEAR(ANCE)

CCTV CLOSED CIRCUIT TV

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CJ CONTROL JOINT

CG CORNER GUARD

CF CUBIC FOOT

DP DAMPPROOFING

DEMO DEMOLISH/DEMOLITION

DMT DEMOUNTABLE

DEP DEPRESSED

DTL DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DW DISHWASHER

DISP DISPENSER

DIV DIVISION

DR DOOR

DA DOUBLE ACTING

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING(S)

DF DRINKING FOUNTAIN

EA EACH

E EAST

ELEC ELECTRIC(AL)

EP ELECTRICAL PANEL

EL ELEVATION

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

(E) EXISTING

EXP EXPANSION

EJT EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

F.O. FACE OF

FRP FIBER-REINFORCED PLASTIC

FGL FIBERGLASS

FF FINISH FLOOR

FIN FINISH(ED)

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FT FIRE TREATED

FP FIREPROOFING

FD FLOOR DRAIN, FIRE DAMPER

FLR FLOOR(ING)

FLOUR FLOURESCENT

FAF FLUID APPLIED FLOORING

FTG FOOTING

FND FOUNDATION

GALV GALVANIZED

GA GAUGE

GL GLASS, GLAZING

GB GRAB BAR

GYP GYPSUM

GYP BD GYPSUM BOARD

GWB GYPSUM WALL BOARD

HDW HARDWARE

HWD HARDWOOD

HDR HEADER

HTG HEATING

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HOR HORIZONTAL

GENERAL NOTES

1 CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK.

2 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

3 CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.

4 CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTOR'S WORK, COMPLIANCE

WITH THE DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR

MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT.

5 CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES FROM MANUFACTURER PRIOR TO THE CONSTRUCTION

AND INSTALLATION OF ALL EQUIPMENT, FURNISHINGS, AND ACCESSORIES.

6 CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE DURING CONSTRUCTION AND UNTIL

PROJECT COMPLETION.

7 CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES, WHETHER INDICATED IN DRAWINGS OR NOT.

8 PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR GRAB BARS, SHELVING, EQUIPMENT, HANDRAILS, ACCESSORIES, AND CABINETS.

9 COORDINATE LOCATIONS OF IN-WALL ITEMS TO AVOID BACK TO BACK INSTALLATION.

10 ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURER'S NAME AND TEST APPROVAL

INFORMATION.

11 SEE STRUCTURAL FOR REQUIRED SPECIAL INSPECTIONS.

12 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL AND EQUIPMENT INFORMATION.

-DEFERRED SUBMITTALS-

2. FIRE SUPPRESSION SYSTEM

3. FIRE ALARM AND DETECTION SYSTEM

ABBREVIATIONS & CONVENTIONS

DRAWING INDEX

-ALTERNATES-

1. MOVE CURB LINE TO MAINTAIN LOADING ZONE AND SIDEWALK, SEE SITE PLAN

2. ADD NEW WINDOW TO EXISTING WALL, SEE FLOOR PLAN

Project Description

Project features, by CSI Division These notes are intended to summarize primary scope elements and do not replace or otherwise supercede instructions in the drawings or project manual

GENERAL PROVISIONS:

- This is a secure facility with special procedural requirements. See division 01 for contract requirements including bid forms, schedule requirements and special provisions regarding security and youth safety

- Area of remodel will be (OPERATIONAL) or (SHUT) during construction

- Adjacent areas will be OPERATIONAL during construction. Shutdowns of systems or access through adjacent spaces shall be coordinated through owner

- Anti-ligature fixtures and fittings are required throughout. Tamper proof fasteners required throughout.

- Builder may propose for team approval alternates which meet project requirements but otherwise provide additional project benefit like lower costs, improved safety or scheduling advantates.

- Special inspections required by OSSC will be provided a third party, retained by the OWNER.

DEMOLITION

- Includes the phasing of shutdowns to prevent disruptions

- Job site must remain secure at all times and waste removal to be coordinated with owner

CONCRETE

- Includes conventionally reinforced, shallow (just below frost line) 'spread' footings and reinforced slab-on-grade

- Monolithic flooring is planned throughout - builder to be aware of moisture vapor requirements in division 09

- Standard accessories, including underslab membrane are included

- Special inspections are required for concrete and embedded anchors.

METALS

- Includes (FIELD WELDING) or (ALL BOLTED CONNECTIONS)

- Includes bar joists and standard wide flange shapes

- Note that light-gauge framed partitions may carry additional strength requirements which may be achieved with heavier studs or tighter spacing

- Special inspections are required for field welding

WOOD, PLASTICS AND COMPOSITES

- Countertops to be solid-surface (Corian or similar) in all locations

- All cabinets to recieve locking hardware

THERMAL AND MOISTURE PROTECTION

- Building insulation values to match existing, but in no case be less than that required by code

- New roofting to match existing and full (30YR) warranty is required for all new work

- All above ceiling penetrations through walls to be tightly sealed, even when not required by life safety requirements.

DOORS AND WINDOWS

- High security windows with integral blinds are required - see specification and details for more information

- Card readers are used throughout. Security system is by owner but all provisions for doors and windows are by contrator.

FINISHES

- Low VOC materials are required throughout.

- Monolithic flooring is required in wet mopped areas, see finish plans

Project features, by CSI Division (cont.)

SPECIALTIES

- Anti-ligature fittings are required in spaces where youth will go - waiting, toilets, exams, offices and hallways. Please contact Architect for fixture specifictations not shown here or to propose alternates.

- Note the Owner Furnished, Contractor Installed (OFCI) elements in the drawings. These may include soap dispensers/sanitizers, gloove holders or small medical accessories affixed to walls.

EQUIPMENT

- Owner has retained Henry / Schein (H/S) to supply equipment for the dental operatory, including the exam chair, vacuum system and dental compressor.

- GC and MEP sub-contractors to coordinate directly with H/S to provide a complete working installation.

- Medical equipment is limited to that shown in the drawings and provisions required are noted.

FURNISHINGS

- Are provided and installed by owner

MECHANICAL SYSTEM

- Includes anti-ligature fixtures as noted

PLUMBING SYSTEMS

- Includes anti-ligature fixtures as noted

ELECTRICAL SYSTEMS

- Includes anti-ligature fixtures as noted

'FIELD VFY' - CONTRACTOR TO VERIFY IN FIELD AND REPORT MATERIAL DISCREPANCIES TO ARCHITECT BEFORE

PROCEEDING

C C

C

C

CC

C C

C

C

C

C

C C

C

C

AT COUNTERTOPS

AT COUNTERTOPS

AT WALL-MOUNT

EQUIPMENT

TOP OF WALL PHONES

PULL STATION

(TOP OF BOX)

HORN /S STROBE

(BOTTOM OF BOX)

AT ALL OTHER

LOCATIONS (INCLUDING

OPEN WORK COUNTERS)

ONE URINAL

MINIMUM AT ADA

HEIGHT

ADDITIONAL

URINALS TO BE

MOUNTED AT

TALLER HEIGHT

MR

PROVIDE ADDITIONAL

WALL FINISH BEHIND

MIRROR FOR A FLUSH

MOUNTING SURFACE

M

AX17

" 23

9"

36" MIN

16"-18" (M

AX

C

LE

AR

AN

C E

" M

IN

K

N E

E

SD

W / L

AV

AT

O R

Y

" M

AX

36"

"-1

9"

"TPD

12" MAX

42" MIN

39" -41"

OF TP

7"-9" TO

CENTER

CONTROLS MUST BE

WITHIN THIS AREA & 15"

(MAX) LEFT OR RIGHT OF

CENTER LINE OF SEAT.18"

" 48

M

AX27

" M

AX36

" 48

AUTO DOOR OPENER

CARD READER

M

AX34

M

IN27

TYP 40" TO CONTROLS AND

DISPENSER OPENING (MAX. 48"

FRONT REACH AND 48" SIDE

REACH)

ACCESSIBLE

NON-ACCESSIBLE

PROVIDE ADDITIONAL WALL

FINISH BEHIND PTD FOR A

FLUSH MOUNTING SURFACE

PTD

NOTES:

1) ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS.

2) WALL MOUNTED ACCESSORIES SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL WHEN LOCATED BELOW 6'-8".

(T

YP

EXTINGUISHER

HANDLE

A URINAL (RIM HEIGHT) B WATER CLOSET (SEAT HEIGHT) C SIDE GRAB BAR (TO CENTER) D REAR GRAB BAR (TO CENTER) E TOILET PAPER DISP. F LAVATORY G SOAP DISPENSER H MIRROR

J PAPER TOWEL DISP. K COAT HOOK L SHOWER (REF. BENCH LOCATION) M

ELECT. OUTLETS

(CENTER OF BOX)

N

LIGHT SWITCHES

(TOP OF BOX)

O

TELE / DATA CONN.

(CENTER OF BOX) P FIRE ALARM DEVICES

R

VANITY LIGHT FIXTURE

(CENTER OF BOX) S FIRE EXTINGUISHER CABINET T ADA DRINKING FOUNTAIN U

DOOR ACCESSORIES

(TOP OF BOX)

V

SIGNAGE

(CENTER OF BOX)

W BABY CHANGING STATION

PULL CORDS & BUTTONS

(CENTER OF BOX)

STAFF STATIONS

(TOP OF BOX)

DOME LIGHTS

(CENTER OF BOX)

Q NURSE CALL

SCD

I SEAT COVER DISP.

MIN

12"

12"

W /O

L

AV

AT

O

R Y

" M

AX

MR

STANDING = 38"-43"

2(e) 3(e)

9A

B

A

C

D

1(e)

1,610 SF

CLINIC

GROUP B

100 SF / OCC

17 OCC

EXISTING

EXTERIOR

COURTYARD

(E)

H

H

H

H

(E)

P

SEE CEILING

PLAN FOR

OTHER ITEMS

FE

A'

B'

0.9 1.7 2.3 2.6

65'

E Q

A T

D O

O R

H

IN

G E

S E

Q A

T D

O O

R H

IN

G

E S

NOTE:

CONTRACTOR TO VERIFY ALL

DIMENSIONS AT SITE

DUPLEX, PHONE, AND DATA

OUTLETS TO BE LOCATED 17"

AFF. U.N.O.

" 5

DOOR LEVER

LIGHT SWITCH

THERMOSTAT/SIGNAGE

AREA OF WORK

OUTDOOR RECREATIONAL SPACE

OCCUPANCY CLASSIFICATION A-3

(no work)

OCCUPANCY CLASSIFICATION E-2

(no work)

OCCUPANCY CLASSIFICATION B

AREA OF WORK

OCCUPANCY CLASSIFICATION I-3

(no work)

2(e) 3(e)

4 5

9A

B

A

C

D

1(e)

MED EXAM

OFFICE

OFFICE

OFFICE

DENTAL EXAM

DENTAL

UTILITY

STAFF TLT

FILE

STORAGE

NURSE

STATION

MED UTILITY

PAT TLT

WAITING

HALLWAY

SOILED

HOLDING/

POCT

(E)

X

X

X

X

XX

X

X

A'

B'

0.9 1.7 2.3 2.6

LEGEND

PRIMARY SECURITY WALLS

GLASS/MECH/HARDWARE/MOVEMENT DOORS

SECONDARY SECURITY WALLS

RESTRAINT/STAFF PROTECTION

SECURITY WALLS

RISK PROFILE FOR SPACES

HIGH RISK - YOUTH LEFT UNATTENDED

MODERATE RISK - YOUTH UNRESTRAINED BUT ATTENDED

LOW RISK - STAFF ONLY ACCESS

(VIA PHYSICAL SECURITY LIKE DOOR LOCKING)

SECURITY CAMERA

CARD READER ON DOOR

PANIC BUTTON

(E)

X

(INDICATES AN EXISTING DEVICE TO REMAIN)

* NOTE THE FOLLOWING GENERAL

FEATURES OF THE SPACE, REQUIRED FOR

THE SAFETY AND SECURITY OF STAFF AND

YOUTH:

- PROVIDE TAMPER PROOF FASTERNERS

FOR ALL FIXED ELEMENTS IN SPACES

LISTED AS HIGH OR MODERATE RISK

-PROVIDE ANTI-LIGATURE FITTINGS FOR

ALL SPACES LISTED AS HIGH RISK (PATIENT

TOILET)

FIRE AND LIFE SAFETY PLAN LEGEND

FE

X'-X"

DOOR ASSEMBLIES:

NON-RATED

1 HOUR WALL

EGRESS TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL

FIRE EXTINGUISHER

EXIT SIGN, ARROW(S) INDICATES DIRECTION

(IF SHOWN)

OCCUPANT EXIT LOAD

OCCUPANCY TAG

ROOM NAME

Occupancy Type

SQ FT

Occupancy Calc.

Occ / SF

(E)

H FIRE ALARM: AUDIBLE / VISUAL

(E)

S SMOKE DETECTOR

(INDICATES AN EXISTING DEVICE TO REMAIN)

(INDICATES AN EXISTING DEVICE TO REMAIN)

(E)

P ALARM MANUAL ACTIVIATION (PULL STATION)

(INDICATES AN EXISTING DEVICE TO REMAIN)

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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FIRE AND LIFE SAFETY

& SECURITY PLAN

4.2.21

G1.01

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20018

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GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT

ALL TRADES ARE THOROUGHLY FAMILIAR AND COMPLY WITH THE

REQUIREMENTS LISTED IN THE "FIRE AND LIFE SAFETY

STANDARDS" (FLSS)

2. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT

THE MOVEMENT OF FLAME OR GASSES PER CODE

3. INSTALL RATED ENCLOSURES FOR ALL RECESSED ITEMS IN RATED

WALLS PER CODE. SEE ARCHITECTURAL DETAILS.

4. ALL PENETRATIONS THROUGH RATED ASSEMBLIES IN AREA OF

WORK SHALL BE FIRESTOPPED OR SEALED PER CODE.

5. THE CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE

EXISTING FLSS SYSTEMS IN THE AREAS OF WORK THAT MAY

REQUIRE UPDATING. AREAS INCLUDE (BUT ARE NOT LIMITED TO)

THE FOLLOWING:

A. CONTRACTOR TO VERIFY THAT ALL EXISTING PENETRATIONS OF

RATED ASSEMBLIES WHICH ARE EXPOSED TO VIEW DURING

CONSTRUCTION ARE COMPLIANT WITH CODE REQUIREMENTS.

B. CONTRACTOR TO EXTEND ANY EXISTING WALL (WITHIN THE

AREA OF WORK) TO STRUCTURE WHICH IS REQUIRED BY FLSS BUT

DOES NOT PRESENTLY EXIST.

C. CONTRACTOR TO VERIFY THAT ALL DUCTWORK PENETRATIONS

THROUGH RATED ASSEMBLIES ARE EQUIPPED WITH FIRE AND/ OR

SMOKE DAMPERS AS REQUIRED BY CODE.

D. VERIFY THAT THE FIRE ALARM, EMERGENCY LIGHTING, AND

EMERGENCY POWER IN THE AREA OF WORK CONFORMS TO THE

FLSS "ELECTRICAL STANDARDS" SECTION FOR THE OCCUPANCY

TYPE INDICATED ON THE FLS PLANS

6. SEE ELECTRICAL FOR EXIT SIGN LOCATIONS

CODE SUMMARY

PROJECT NAME: OAK CREEK EXPANSION

ADDRESS: 4400 LOCHNER RD SE, ALBANY, OR 97322

OWNER: OREGON YOUTH AUTHORITY

CODES: 2019 IBC

NFPA 101-CHAPTER 38

2009 ANSI

OCCUPANCY: B

NUMBER OF STORIES: ONE

CONSTRUCTION TYPE: II-N (non-rated)

FIRE PROTECTION: FULLY SPRINKLERED

FIRE ALARM SYSTEM: YES

ALLOWABLE SQUARE FOOTAGE: 12,000

ALLOWABLE SQUARE FOOTAGE FOR GROUP B UNLIMITED

TOTAL AREA ALLOWED: UNLIMITED

CLINIC AREA REMODEL AREA = 950sf ADDITION AREA = 593sf Total = 1,600sf

FIRE SEPARATION DISTANCE: ≥30'-0"

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS (705.8):

≥30'-0"

UNPROTECTED, SPRINKLERED

UNLIMITED

OCCUPANT LOAD: 1/120 SF, SLEEPING AREAS

1/20 SF, CLASSROOM

MAX. COMMON PATH OF TRAVEL (1006.2.1): 75 FT

MAX. TRAVEL DISTANCE (1017.2.1): 100 FT (MAXIMUM, FOR ONE EXIT IN FULLY

SPRINKLERED B OCCUPANCY)_

FIRE RESISTIVE RATINGS: (TABLE NO. 601, 602 OF THE I.B.C.)

BUILDING ELEMENT (>10'

SEPARATION)

II-N

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NON BEARING WALLS AND PARTITIONS

EXTERIOR 1 HOUR, IF <30' FIRE SEPARATION DISTANCE

0 HOUR, IF ≥30' FIRE SEPARATION DISTANCE

INTERIOR 0 HOUR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING BEAMS

AND JOISTS

0 HOUR

NON BEARING WALLS AND PARTITIONS

INCLUDING SUPPORTING BEAMS

AND JOISTS

0 HOUR

1/4" = 1'-0"G1.01

1 TYPICAL MOUNTING HEIGHTS

1/8" = 1'-0"G1.01

2 LEVEL 1 FIRE & LIFE SAFETY PLAN

KEY PLAN

1/2" = 1'-0"G1.01

4 STANDARD MOUNTING HEIGHTS

1" = 80'-0"G1.01

5 LEVEL 1 OCCUPANCY PLAN

1/8" = 1'-0"G1.01

3 SECURITY PLAN

Provided for reference: work is limited to B occupancy space

6" M

IN

WALL

WALL

CEILING - SEE RCP FOR HEIGHT AND TYPE

ONE LAYER 5/8" GWB

STEEL FRAMING AS INDICATED BY WALL TYPE

ACOUSTIC BATTS WHERE INDICATED

ACOUSTIC SEALANT

ACOUSTIC BATTS WHERE INDICATED

ONE LAYER 5/8" GWB

STUD SIZE

F11 = 5/8" R.C.

F12 = 2 1/2" F13 = 3 5/8" F16 = 6"

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

6" M

IN

BRACE STUDS TO STRUCTURE- @ 4'-0" O.C.. USE

SAME GAUGE AS STUDS, MAX. LENGTH 6'-0"

(CONTRACTORS OPTION- EXTEND FRAMING TO

STRUCTURE)

ONE LAYER 5/8" GWB EACH SIDE

ACOUSTIC BATTS WHERE INDICATED

ACOUSTIC SEALANT

CEILING - SEE RCP FOR HEIGHT AND TYPE

UNDERSIDE OF FLOOR OR ROOF

DECK

STEEL STUDS AT 24" O.C.

STUD SIZE

P13 = 3 5/8" P16 = 6"

GA FILE NO WP 1072 (GENERIC)

STC 33 WITH ACOUSTIC BATTS

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

ONE LAYER 5/8" GWB AND 1/2" PLYWOOD EACH SIDE

STEEL STUDS AT 24" O.C.

ACOUSTIC BATTS WHERE INDICATED

ACOUSTIC BATTS WHERE INDICATED

ACOUSTIC SEALANT

(2) LAYERS 5/8" GWB EACH SIDE

CEILING - SEE RCP FOR HEIGHT AND TYPE

DEFLECTION HEAD RUNNER TRACK ANCHORED TO

CEILING ABOVE

UNDERSIDE OF FLOOR OR ROOF

DECK

EXTEND 5/8" GWB AND 1/2" PLYWOOD BOTH SIDES

TO DECK ABOVE

STUD SIZE

P33 = 3 5/8" P36 = 6"

GA FILE NO WP 1522 (GENERIC)

STC 55-59+ WITH ACOUSTIC BATTS

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

(2) LAYERS 1/2" FIRE RATED PLYWOOD EACH SIDE

ACOUSTIC SEALANT OR FILL GAPS WITH

INSULATION

ONE LAYER 5/8" GWB AND 1/2" PLYWOOD

ON PATIENT SIDE, ONE LAYER 5/8" GWB ON

STAFF SIDE

ACOUSTIC SEALANT

CEILING - SEE RCP FOR HEIGHT AND TYPE

UNDERSIDE OF FLOOR OR ROOF

DECK

ACOUSTIC SEALANT OR FILL GAPS WITH

INSULATION

EXTEND ONE LAYER OF 5/8" GWB TO DECK ABOVE

STEEL STUDS AT 24" O.C.

STUD SIZE

P23 = 3 5/8" P26 = 6"

GA FILE NO WP 1072 (GENERIC)

STC 35-38+

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

ACOUSTIC BATTS WHERE INDICATED

DEFLECTION HEAD RUNNER TRACK ANCHORED TO

CEILING

CEILING FRAMING - SPANS FROM WALL-TO-WALL

FLUSH METAL PANEL

(AEP SPAN FLUSH OR

PRESTIGE SERIES)

2" POLY ISO INSULATION (R-7.5

MIN)

WRB

PLYWOOD SHEATHING

3 1/2" THERMAL INSULATION (R-13

MIN)

6" METAL STUDS

VAPOR RETARDER

GYPSUM WALL BOARD

2-1/2" GALV Z-FURRING

2-1/2" GALV Z-FURRING

PLAN

SECTION

7/8" GALV HAT CHANNELS

7/8" GALV HAT CHANNELS

1'-0 1/4"

4 1/2"

PLYWOOD AT ALL PERIMETER WALLS

3 COAT STUCCO SYSTEM

2" POLY ISO INSULATION (R-7.5

MIN)

WRB

PLYWOOD SHEATHING

3 1/2" THERMAL INSULATION (R-13 MIN)

6" METAL STUDS

VAPOR RETARDER

GYPSUM WALL BOARD

DRAINAGE MESH

3 COAT STUCCO SYSTEM

PLAN

SECTION

STUCCO LATH

STUCCO LATH

11 1/2"

3 5/8"

PLYWOOD AT ALL PERIMETER WALLS

PAINT TO MATCH EXISTING

SINGLE-PLY ROOFING

(THERMOPLASTIC OLEFIN - 'TPO')

1/4" COVER BOARD

3 1/2" POLYISO INSULATION

(R-20 MIN)

ROOF VAPOR BARRIER

1 1/2" GALV STEEL DECK

1/2" PROTECTION BOARD

SPRAY FIREPROOFING

FLOOR FINISH AS

SCHEDULED

CONCRETE FLOOR

VAPOR BARRIER

PROJECT NO.:

ISSUE DATE:

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PARTITION TYPES

4.2.21

G2.01

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FURRED OUT WALL

F1

NON-RATED PARTITION TYPE 1

P1

SECURITY PARTITION TYPE 1

P3

GENERAL NOTES

1. NO SUBSTITUTIONS ALLOWED FOR ANY ASSEMBLEY UNLESS

SPECIFICALLY ALLOWED BY GYPSUM ASSOCIATION OR UL .

2. WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE ADDED

TO ONE OR BOTH SIDES OF FIRE RATED WALLS AND PARTITION

SYSTEMS. WHEN APPLIED UNDER OR BETWEEN GYPSUM BOARD,

THE FASTENERS SPECIFIED FOR THE ATTACHMENT OF THE

GYPSUM SHALL BE INCREASED BY NOT LESS THAN THE

THICKNESS OF THE WOOD STRUCTURAL PANELS.

3. UNLESS OTHERWISE SPECIFIED, STEEL STUDS AND RUNNERS

USED IN ASSEMBLIES ARE TO BE FABRICATED FROM FLAT STEEL

HAVING A BARE METAL THICKNESS OF NOT LESS THAN 0.0179" (25

GAGE). CONSULT STEEL STUD MANUFACTURER FOR

PERFORMANCE DATA OF STUDS OF LESSER THICKNESS.

4. METAL STUDS OF HEAVIER GAGE THAN THOSE TESTED SHALL BE

PERMITTED.

5. GREATER STUD SIZES (DEPTHS) SHALL BE PERMITTED TO BE

USED IN WALL SYSTEMS.

6. INDICATED STUD SPACINGS ARE MAXIMUMS

7. RATED PARTITIONS SHALL MAINTAIN CONTINUITY OF RATING.

8. ALL FULL HEIGHT PARTITIONS SHALL ACCOMMODATE 1" (MIN)

DEFLECTION AT HEAD TRACK. SEE SPECIFICATIONS FOR

ADDITIONAL CRITERIA.

9. OFFSET ALL PENETRATIONS IN RATED PARTITIONS AS REQUIRED

TO MAINTAIN RATING.

10. USE TAPERED EDGES OF GYPSUM BOARD AT ALL REVEALS AND

FRAMES.

11. STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) METAL

FRAMING DESIGNATIONS USED WHERE APPLICABLE.

12. SEE FINISH DRAWINGS FOR WALL FINISH.

13. CONTRACTOR SHALL COORDINATE LOCATIONS AND TYPES OF

BACKING PLATES AT ALL WALLS FOR MOUNTED FURNISHINGS,

EQUIPMENT AND HANDRAILS.

14. ALL WALLS WITH SPECIFIED STC TO HAVE ALL PENETRATIONS

SEALED WITH RESILIENT CAULK

15. ALL WALLS WITH SPECIFIED STC TO USE PUTTY PADS AT BACK

TO BACK JUNCTION BOXES LOCATED WITHIN THE SAME STUD

CAVITY

WALL TAG

MODIFIER

MODIFIERS

ASSEMBLIES

A = PROVIDE CONTINUOUS ACOUSTIC BATTS

B = PROVIDE ABUSE RESISTANT GWB

C = PROVIDE 5/8" RESILIENT FURRING CHANNELS OVER FRAMING

ON ONE SIDE

L = PROVIDE LEAD LINED GYPSUM BOARD- EXTEND 7'-0" AFF MIN.

SEE PHYSICIST REPORT

T = PROVIDE CEMENTITIOUS BACKER BOARD AT TILE FINISHES

S= SHEAR WALL FRAME PER STRUCTURAL

GA WP 1072 (Generic) One layer 5/8" type X gypsum wallboard or gypsum veneer applied parallel or at right angles to each side of 3-5/8" steel studs 24" O.C.. with 1" type S drywall screws 8" O.C.. at vertical joints and 12" O.C.. at floor and ceiling runners and intermediate studs.

Joints staggered 24" on each side and on opposite sides. Sound tested with 3 1/2" glass fiber friction fit in stud space.

GA WP 1052 (Generic) One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3-5/8" steel studs 24" O.C.. with 1" type S drywall screws 8" O.C.. at vertical joints and 12" O.C.. at wall perimeter and intermediate studs. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to ONE SIDE with 1 5/8" Type S drywall screws at 12" O.C..

Joints staggered 24" each layer and side. Sound tested with 3 1/2" glass fiber friction fit in stud space.

GA WP 1522 (Generic) Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3-5/8" steel studs 24" O.C.. with 1" type S drywall screws. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side with 1 5/8" Type S drywall screws at 12" O.C.

Joints staggered 24" each layer and side. Sound tested with 3 1/2" glass fiber friction fit in stud space.

GA WP 7051 / UL DESIGN U428 (Proprietary) One layer 1" x 24" proprietary type X gypsum panels inserted between 2 1/2" floor and ceiling J runners with T section of 2 1/2" steel or C-H or C-T studs between panels.

OPPOSITE SIDE: Base layer 1/2" proprietary type X gypsum wallboard applied at right angles to studs with 1" type S drywall screws 24" O.C.. Face layer 1/2" type proprietary type X gypsum wallboard applied parallel to studs with 1 5/8" Type S drywall screws at 12" O.C..

Sound tested with 1 7/8" glass fiber friction fit in stud space.

WALL TYPE

STUD SIZE

A3#X

SECURITY PARTITION TYPE 2

P2

3" = 1'-0"G2.01

X2 X2 METAL PANEL EXTERIOR WALL

3" = 1'-0"G2.01

X1 X1 STUCCO EXTERIOR WALL

3" = 1'-0"G2.01

X3 X3 ROOF ASSEMBLY

3" = 1'-0"G2.01

X4 X4 FLOOR ASSEMBLY

2(e) 3(e)

B

A

C

1(e)

D.3

D.3

D.3

D.2

D.2

D.1

D.1

D.1

D.1D.1

D.3

D.4

D.4

D.5

D.1

D.1

D.6

D.1

D.6 D.6

D.6

D.6

D.6

D.8

D.8

D.8 D.8

D.5

D.5

D.5

D.5

D.5

D.5

D.5

D.5

D.5

D.9

DEMO PORTION OF WALL ONLY IF ALTERNATE #2 (ADD NEW

WINDOW TO EXISTING WALL) IS ACCEPTED

D.10

D.11

D.11

D.13D.12

D.14

D.14 D.19

D.19

D.14

D.19

D.14

D.14 D.19

D.14

D.19

D.19

D.19

D.19

NOTE: PLAN DEPICTS BOTH FLOOR

AND CEILING CONDITIONS TO BEST OF

ARCHITECTS KNOWLEDGE. WHEN IN

DOUBT CONSULT OWNER, THEN

ARCHITECT FOR FURTHER

INSTRUCTION

CONTRACTOR RESPONSIBLE FOR

EXTERIOR DEMOLITION INCLUDING

ROOTOP WORK (NOT DEPICTED HERE)

D.14

DEMO THIS CEILING

A'

B'

0.9 1.7 2.3 2.6

S E

E C

E

IL

IN

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P

LA

N S

F O

R P

O T

E N

T

IA

L M

E P

IM

P

A C

T S

T O

T H

IS

L

IG

H

T

IN

G

D.23

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO STAY

LEGEND

PROJECT NO.:

ISSUE DATE:

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DEMO PLAN- LEVEL 1

4.2.21

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KEYNOTES

D.1 REMOVE DOOR, FRAME, AND HARDWARE.

D.2 REMOVE ALL TOILET ROOM FIXTURES, ACCESSORIES, PIPING AND APPURTENANCES.

D.3 REMOVE CASEWORK / CABINETS, OWNER TO DECIDE ON REUSE OR REPURPOSE

D.4 REMOVE PLUMBING FIXTURES, PIPING AND APPURTANENCES.

D.5 REMOVE ALL FURNITURE, EQUIPMENT, AND LOOSE ITEMS. SALVAGE TO OWNER.

D.6 DEMOLISH FLOORING, PREP SLAB FOR NEW FLOORING

D.8 DEMOLISH CEILING, CEILING GRID AND LIGHT FIXTURES.

D.9 CUT OPENING IN PARTITION FOR NEW DOOR.

D.10 MOVE OR ABANDON HOSE BIBB, VERIFY W/ OWNER.

D.11 REMOVE EXISTING CONCRETE SIDEWALK & DRIVEWAYS AS REQUIRED.

D.12 DEMOLISH EXISTING EXTERIOR WALL, STRUCTURAL COLUMNS & BEAMS TO REMAIN.

D.13 RELOCATE ROOF OVERFLOW SCUPPER (ABOVE) TO NEW LOCATION.

D.14 EXISTING CEILING AND ACCESORIES TO REMAIN WITH EXCEPTIONS NOTES. PROTECT ALL FROM DAMAGE

D.19 COORDINATE WITH NEW ELECTRICAL FIXTURES - REMOVE FIXTURES WHILE PROTECTING SURROUNDING CONSTRUCTION FOR NEW FIXTURE INSTALLATION.

D.23 NO CONSTRUCTION ACCESS THROUGH COURTYARD - INSTALL PLYWOOD PROTECTION OVER ALL COURTYARD FACING OPENINGS PRIOR TO STARTING WORK

1/4" = 1'-0"D0.51

1 DEMO PLAN - LEVEL 1

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY LIMITS OF DEMOLITION WORK

2. THIS DRAWING IDENTIFIES ONLY MAJOR WORK FOR DEMOLITION

AND REMOVAL. ALL AREAS OF DEMOLITION SHALL BE CLEARED OF

ALL ITEMS MAJOR AND MINOR TO RECEIVE INSTALLATION OF NEW

CONSTRUCTION AND FINISHES

3. SEE REFLECTED CEILING PLANS FOR WORK THAT MAY IMPACT

DEMOLITION

4. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION.

5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER

SIZES AND CONDITIONS PRIOR TO COMMENCING WORK. ALL

DIMENSIONS OF EXISTING CONSTRUCTION ARE INTENDED AS

GUIDELINES ONLY AND MUST BE VERIFIED. REPORT ANY

DISCREPANCIES BETWEEN DIMENSIONS FOUND IN FIELD AND

DIMENSIONS ON DRAWINGS TO ARCHITECT

6. LOCATE ALL WIRES, PIPES, UTILITIES, STRUCTURAL MEMBERS, ETC.

PRIOR TO ANY DEMOLITION. CUTTING OF ANY ITEM WHICH IS NOT

PART OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE OWNER, INCLUDING ANY TESTING

OR SPECIAL OBSERVATION TO CORRECT THE PROBLEM

7. PATCH AND PAINT WALLS, FLOORS, AND SUBFLOOR TO MATCH

EXISTING WHERE WORK HAS DISTURBED EXISTING CONDITIONS.

8. ALL EXISTING FINISHES ARE TO BE PROTECTED FROM DAMAGE.

DAMAGED AREAS SHALL BE REPAIRED AT NO COST TO THE OWNER.

The Owner (Oregon Youth Authority Staff) will perform INTERIOR demolition work as shown on this sheet with noted exceptions. Contractor to coordinate directly with Owner for limits of demolition work especially as it relates to items to remain.

Contractor provided schedule shall acknowledge Owners role in demolition.

Owner will remove items from existing rooms and spaces and retain for own use. Owner will notify Contractor promptly about items they intend the Contractor to reuse in the course of work.

All cutting and excavating of groundwork and structural assemblies will remain part of the Contractors scope.

All new underground work, including slab cutting and patching will remain part of the Contractors scope.

All cutting of exterior wall assemblies for new addition will remain part of the Contractors scope.

SPECIAL NOTE

REGARDING DEMOLITION

64"

C

C C

C

C

C

C

C C

OS

O S

OS

O S

O S

OS

O S

O S

OS

OS

O S

OS

O S

CONCRETE

GRAVEL

ASPHALT

PAINTED DIRECTIONAL ARROWS

LEGEND - SITE PLAN

.3

.4

SMOOTH TROWEL TOP

6" NOMINAL DIA. SANDARD STEE

PIPE FILLED WITH CONCRETE &

PAINTED

SEALANT AND BACKER ROD

EXPANSION JOINT

4" 4"

CONCRETE FILL

2(e) 3(e)9A(e)

B

A

C

1(e)

EXISTING EXPANSION

JOINT

EXISTING CANOPY OVER

EXTERIOR DOOR

(B A

S E

D O

N E

X

IS

T

IN

G P

R

IN

T S

V

E R

IF

Y

A S

N E

C C

E S

S A

R Y

'-7

(B A

S E

D O

N E

X

IS

T

IN

G P

R

IN

T S

V

E R

IF

Y

A S

N E

C C

E S

S A

R Y

'-5

23'-11" 12'-8" 19'-7"

(EX) 11'-9 1/2"(EX) 12'-3 3/4"

13'-8 3/4" 13'-8 3/4"

12'-8 3/4" 12'-8 3/4"

/2

/2

/ 1

1/2" / 12"

/2

1/2" / 12"

/2

12'-8 1/4"

ROOF TIE OFF

ANCHORS

EXISTING OVERFLOW

SCUPPER TO BE

RELOCATED

(Existing) ACU-04

ERV-01

PROVIDE 'CRICKETS' AT

MECHANICAL SUPPORT CURBS

AS NECCESSARYT TO MAINTAIN

POSITIVE DRAINAGE

PROVIDE WALK-PADS AT ALL

MAINTENANCE ZONES AROUND

MECHANICAL EQUIPMENT

A'

B'

0.9 1.7 2.3 2.6

SEE ROOF TYPE X3

ON SHEET G2.01

2(e) 3(e) 4 5 61(e)

(EX) ROOF TYPE 'B'

EX EXPANSION JOINT

(EX) RD & OD

(EX) AHU

ALTERNATE #1:

MOVE CURB LINE TO MAINTAIN

LOADING ZONE AND SIDEWALK

THROUGH THIS AREA.

7'-0 1/4" 7'-10 1/2" 8'-1 1/4" 9'-7 3/4"

2' -2

/2

4'

-1

1/ 2"

RESTRIPE CROSSINGS IN SAME LOCATIONS

0.9

1.7 2.3

2.6

2(e) 3(e)

9A(e)

B

A

C

1(e)

7A(e)

8A

MED EXAM

OFFICE

OFFICE

OFFICE

DENTAL EXAM

DENTAL

UTILITY

STAFF TLT

FILE

STORAGE

NURSE

STATION

MED UTILITY

PAT TLT

WAITING

HALLWAY

SOILED

HOLDING/

POCT

EMERGENCY

GENERATOR

(E)

ELECTRICAL

(E)ELECTRICAL

(E)

DOMESTIC

HOT WATER

AND

SPRINKLER

RISER

(E)

ENGINEERING

/ SHOP

(E)

ENGINEERING

(E)

OFFICE

(E)

A'

B'

0.9 1.7 2.3 2.6

SEE MECHANICAL AND

PLUMBING FOR WATER

SYSTEM IMPACTS IN THIS

ROOM

NOTE EQUIPMENT AND

OTHER WORK IN EXISTING

GENERATOR ROOM

NOTE UNDERSLAB UTILITY

PATHWAY

NOTE HIGH CEILINGS ON

THIS END OF THE BUILDING

NOTE EXISTING CANOPY

PROXIMITY TO ADDITION -

REMOVE AND REINSTALL IF /

AS NEEDED

NOTE ALTERNATE TO ADD A

WINDOW IN THIS LOCATION

PROJECT NO.:

ISSUE DATE:

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ARCHITECTURAL SITE &

ROOF PLANS

4.2.21

A1.01

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GENERAL NOTES

1. CIVI DESIGN, IF REQUIED, IS BY OTHERS (OWNER TO PROCURE SEPARATELY)

2. NEW PAVING TO FOLLOW CONTOURS OF EXISTING. NOTIFY ARCHITECT OF DISCREPANCIES AFFECTING ACCESS, DRAINAGE OR OTHER

3. LANDSCAPE WILL BE BY OWNER

4. FINISH GRADES SHALL SLOW AWAY FROM ALL STRUCTURES AT A MINIMUM OF 1/4" PER 1'-0". NOTIFY ARCHITECT OF

CONDITIONS REQUIRING REMEDIATION

5. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UNDERGROUND UTILITIES OR SERVICES WITHIN THE AREA OF WORK PRIOR TO STARTING ANY WORK. NOTIFY ARCHITECT OF DIFFICULTIES OBTAINING SUCH

INFORMATION OR CONDITIONS REQUIRING DESIGN TEAM ATTENTION

6. DO NOT BEGIN WORK WITHOUT FIRST CONSULTING THE PROPERTY OWNER REGARDING LOCATIONS OF ANY

EXISTING EASEMENTS OR OTHER ENCUMBERANCES

1 1/2" = 1'-0"A1.01

2 SITE - BOLLARD

1/4" = 1'-0"A1.01

5 ROOF PLAN

1/8" = 1'-0"A1.01

6 ARCHITECTURAL SITE PLAN

1/8" = 1'-0"A1.01

1 OVERALL PLAN

G

C

C

C

C C

C

C

C

C

LEGEND - FLOOR PLAN

EXISTING PARTITION

NEW PARTITION

CORNER GUARD

EMERGENCY CALL STATION - SYSTEM BY OWNER,

PROVISIONS BY CONTRACTOR, INCLUDING

- CONDUIT IN WALL ('RING-AND-STRING')

- BACK BOXES PER OWNER SPECIFICATION

FINAL LOCATION TO BE SET BY OWNER DURING

SITE WALK WITH CONTRACTOR

2(e) 3(e)

B

A

C

1(e)

A5.01

A5.01 9

A5.01

A5.01

A5.01

A5.01

A5.01

A5.01

MED EXAM

OFFICE

OFFICE

OFFICE

DENTAL

EXAM

DENTAL

UTILITY

STAFF TLT

FILE

STORAGE

NURSE

STATION

MED UTILITY

PAT TLT

WAITING

HALLWAY

CH D

AIR

VAC

PASS-THRU

PTD

PTD

PTD

PTD

PTD

PTD

A6.011A6.01 3

A6.01

SOILED

HOLDING/

POCT

7' -1

/8

6'

-4

/8

'-0

/8

'-6

/4

A5.01

P33A

P36A

P33A

P33A

P36A

P33A

P13

P13

P23

P23

P23

F13

'-7

'-5

FIELD VFY.

12'-8"

FIELD VFY.

19'-7"

C

D

E

A

AA

A

A

0E

101E

P33

P33

ALTERNATE #2 ADD NEW WINDOW TO EXISTING WALL. MATCH

EXISTING WINDOW SIZE, FINISH, AND GLAZING ON WALL.

8'-4"F

A5.01

8 3/8"

P33

P33

A

LI

G N

A

LI

G N

A

LI

G N

F11

F11

7' -7

/2

7'

-7

/4

'-4

/4

9'

-1 1"

13'-7 3/4" 12'-3 3/4"

A6.03

A6.03

A6.03

M

IN

1' -6

P36

MIN.

16'-6 1/2" CLR.4'

-0

/8

ALIGN

90.00°

135.00°

NEW FLOOR

MOUNTED

OUTLET AND

VACUUM BOX

EMERGENCY

GENERATOR

(E)

P26

P33A

P23

135.00°

ROOF OVERHANG, SEE ROOF PLAN

P33A

DENTAL VACUUM

AND COMPRESSOR

W/ RACK

CONDUIT FOR DENTAL VACUUM LINE:

SLEEVE AS NOTED BELOW EXISTING GRADE BEAM

-6" SCH.80 PVC- COORDINATE WORK WITH OTHER

TRADES

A6.01

A.1

A.1

A.3

A.2

A.2

A.2

W / E

Q U

IP

. V

EN

D

O R

C O

O R

D . P

O

SI

TI

O

N

MINIMIZE TRENCHING AS POSSIBLE IN

EXISTING SLAB FOR NEW WORK - REPAIR

SLAB TO NEW CONDITION FOR NEW

FLOORING - ALLOW ADEQUATE CURE TIME

TO MEET FLOORING MANUFACTURERS

INSTALLATION REQUIREMENS

TO AVOID FOOTINGS

(E) GRADE BEAM - INSTALL

SLEEVE BENEATH AS NOTED

REPAIR EXISTING ASPHALT WHERE DISTURBED

BY NEW CONSTRUCTION - PROVIDE A 1"

RESILIENT JOINT WITH APPROPRIATE BACKER

BETWEEN NEW STRUCTURE AND EXISTING /

PATCHED ASPHALT

TURN DOWN SIDEWALK EDGE TO FORM 6"

HIGH CURB AGAINST EXISTING ASPHALT.

EXTEND EDGE BELOW LEVEL OF EXISTING

ASPHALT (6") MINIMUM.

RESILIENT JOINT FROM BUILDING EXTENDS

ALONG CURB FACE TO END OF SIDEWALK

A' A'

B' B'

0.9 1.7 2.3 2.6

EQ EQ

A6.02

A.4 A.4

A.2

A.2

2(e) 3(e)

B

A

C

1(e)

MED EXAM

OFFICE

OFFICE

OFFICE

DENTAL

EXAM

DENTAL

UTILITY

STAFF TLT

FILE

STORAGE

NURSE

STATION

MED UTILITY

PAT TLT

WAITING

HALLWAY

TALL WINDOW WITH

CLERSTORY

WINDOW ABOVE -

SEE BUILDING

ELEVATIONS

ACT-1

10'-0"

ACT-1

10'-0"

ACT-1

10'-0"

GYP-PLY

8'-0"

ACT-1

10'-0"

TALL WINDOW WITH

CLERSTORY WINDOW

ABOVE - SEE BUILDING

ELEVATIONS

TALL WINDOW WITH

CLERSTORY WINDOW

ABOVE - SEE BUILDING

ELEVATIONS

ACT-1

10'-0"

NOTE HIGH CEILINGS TO ALLOW FOR

CLERESTORY WINDOWS ABOVE 10'.

COST SAVING ALTERNATE WILL BE TO

REMOVE HIGH WINDOWS AND LOWER

STRUCTURE AND CEILINGS BY 2'

BULKHEAD AT

CEILING STEP FOR

HIGH WINDOWS

(E)

GYP-PLY

(E)

GYP-PLY

(E)

GYP-PLY

(E)

GYP-PLY

GYP-PLY

7'-8"

ACT-1

8'-0"

(E)

ACT-2

ACT-1

8'-0"

SOILED

HOLDING/

POCT

(E)

ACT-2

ACT-1

8'-0"

A7.01

D.14

D.14

D.14

D.14

D.14

D.14

NEW

SECURITY

CAMERA

EMERGENCY

GENERATOR

(E)

PRESERVE EXISTING

CEILING AS POSSIBLE

A6.01

C.2

C.6

REROUTE OVERFLOW

DRAIN TO THIS LOCATION

A'

B'

0.9 1.7 2.3 2.6

A6.02

C.6

C.7

C.6

C.6

MECH CONTRACTOR TO

COORDINATE LOCATION

OF SELECTOR BOXES -

RELOCATE LIGHT

FIXTURES IF/AS

NECCESSARY

LEGEND - CEILING PLAN

PLYWOOD BACKED

GYPSUM BOARD CEILING

ACT-1: "2x4"

ACOUSTIC TILE IN

SUSPENDED ALUMINUM

GRID

CEILING MATERIAL

CEILING HEIGHT

CEILING TAG

1t

9'-0"

2 x 4 DROP-IN

FIXTURE

FIRE SPRINKLER

1 x 4 DROP-IN

FIXTURE

ACT-2: "1X1" ACOUSTIC TILES

AFFIXED TO FIRE TREATED PLYWOOD

AND SUSPENSION SYSTEM

18"x24" LOCKING ACCESS PANEL TO

SERVE PIPING SIDE OF FCU'S

24"x24" LOCKING

ACCESS PANEL

2" SEE

SCHEDULE

2"

S E

E S

C H

E D

U

LE

2"

SINGLE/DOUBLE

HM FRAME

FINISH FLOOR

SEE

SCHEDULE

S E

E S

C H

E D

U

LE

SEE

SCHEDULE

S E

E S

C H

E D

U

LE2'

9"

6"8"

SEE

SCHEDULE

S E

E S

C H

E D

U

LE

2'

9"

8" 8"

A

SINGLE FLUSH

B

VISION LITE

(NON RATED)

D

HALF LITE

SEE

SCHEDULE

S E

E S

C H

E D

U

LE

2'

9"

3"8"

C

VISION LITE

(RATED)

GLASS

AREA TO

BE LESS

THAN 100

IN. SQ.

POLYCARBONATEPOLYCARBONATE WIRE / SAFETY

D

3'-10 3/8"

4' -2

B

4'-0"

2'-0"

A

2' -0

5"

5' -2

2'

-6

FINISH FLOOR

EXTERIOR INTERIOR / RELITES

Wasau double behavioral health windows w/ integral blinds between sashes

See spec for more detail

C

3' -0

4'

-2

3'-11 1/8"

Welded hollow metal window frames - factory primed and painted

NOTE: INTERIOR RELITES TO BE GLAZED WITH 1/2" POLYCARBONATE WITH 1" CONTINUOUS EDGE BITE, DRY GLAZED FOR INTERIOR GLAZING

E

4'-2 1/4"

4' -2

F4' -0

5'-0"

1'-7"

1' -7

SMALL

HANDWASH

S1

UTILIY RMS

S2

WALL MOUNTED SINKS

1' -1

/2

1'-4"

2'-1"

1' -9

/4

1' -3

/4

1'-9"

DROP-IN SINKS

1'-8 3/4"

1' -6

/4

SMALL

HANDWASH

S3

A

GOOSENECK FAUCETS

B

5 1/4" GOOSENECK FAUCET

W/ WRIST BLADES

8" GOOSENECK FAUCET

W/ WRIST BLADES

C D

LEVER FAUCET ANTI-LIGATURE FAUCET

TRADITIONAL FAUCETS

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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FLOOR & CEILING

PLANS

4.2.21

A2.01

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GENERAL NOTES - FLOOR PLAN

1. SEE PARTITION TYPES SHEET FOR LEGEND AND CONSTRUCTION

ASSEMBLIES.

2. ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED.

3. SEE MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION.

4. ALL WALLS TO BE P13 U.N.O.

5. INTEGRAL BASE TO BE INSTALLED IN ALL HOUSEKEEPING CLOSETS,

SOILED HOLD ROOMS, AND TOILET ROOMS (UNLESS NOTED

OTHERWISE).

1/4" = 1'-0"A2.01

1 LEVEL 1 FLOOR PLAN

KEY PLAN

KEYNOTES

A.1 REUSE OWNER PROVIDED CALL BUTTON REMOVED DURING

DEMOLITION. PROVISIONS AS NOTED IN LEGEND.

A.2 NEW OWNER PROVIDED CALL BUTTON, PROVISIONS AS

NOTED IN LEGEND.

A.3 EXISTING CALL STATION. OWNERS VENDOR TO TEST WITH

NEW SYSTEM AND PROVIDE SYSTEM REPORT

A.4 PROVIDE ANTI-LIGATURE FITTINGS AND FIXTURES IN PATIENT

TOILET - SEE SPECS

C.2 EXISTING EXIT SIGN TO REMAIN (OR REMOUNTED)

C.6 NEW 24x18 LOCKING (MEDIUM SECURITY) ACCESS PANEL AT

PIPING SIDE OF FCU

C.7 NEW 24x24 LOCKING (MEDIUM SECURITY) ACCESS PANEL

D.14 EXISTING CEILING AND ACCESORIES TO REMAIN WITH

EXCEPTIONS NOTES. PROTECT ALL FROM DAMAGE

1/4" = 1'-0"A2.01

2 LEVEL 1 REFLECTED CEILING PLAN

GENERAL NOTES - CEILINGS

1. ALL CEILING HEIGHTS ARE RELATIVE TO TOP OF SLAB OR

SUBFLOOR, U.N.O.

2. SEE ELECTRICAL AND MECHANICAL PLANS FOR LOCATIONS OF

FIXTURES AND EQUIPMENT.

3. FIELD VERIFY EXISTING CEILING LAYOUTS PRIOR TO ANY WORK.

4. SUSPENSION SYSTEMS FOR NEW AND EXISTING SUSPENDED

GYPSUM BOARD CEILINGS SHALL BE MODIFIED TO FRAME AROUND

CEILING INSTALLED ITEMS. SEE MECHANICAL AND ELECTRICAL

DRAWINGS.

5. INSTALL BLOCKING AND BACKING FOR WINDOW COVERING TRACKS.

6. REMOVE EXISTING CEILINGS WHERE NEW CEILINGS ARE SHOWN TO

BE INSTALLED.

7. FOR TOP OF WALL DETAILS AND HEIGHT OF GYP BOARD ON WALLS,

SEE PLANS, PARTITION TYPES, AND DETAILS.

8. RECESSED FIXTURES ARE TO MAINTAIN RATINGS WHERE LOCATED

IN RATED CEILING ASSEMBLIES.

Project Specific Notes:

A. Balancing damper controls per mechanical - (______).

Locate per plan here and show on shop drawing submittal for HVAC ductwork.

ABBREVIATIONS

AL ALUMINUM

FF FACTORY FINISH

GL GLASS

HM HOLLOW METAL

MFR MANUFACTURER

MTL METAL

PFM PREFINISHED METAL FRAM

PT PAINT

SC SOLID CORE

SGF SOLID GROUT FRAME

SMOKE S LABEL (SMOKE LABEL)

WD WOOD

20 MIN 20 MIN. UL RATED DOOR ASSEMBLY

45 MIN 45 MIN. UL RATED DOOR ASSEMBLY

60 MIN 60 MIN. UL RATED DOOR ASSEMBLY

90 MIN 90 MIN. UL RATED DOOR ASSEMBLY

NOTES

1. FIELD VERIFY ALL DIMENSIONS

2. COORDINATE FRAME SIZES WITH WALL THICKNESS AT NEW AND EXISTING CONDITIONS

3. WINDOW DIMENSIONS ARE UNIT SIZE NOT ROUGH OPENINGS.

4. ALL INTERIOR GLAZING TO BE 1/2" POLYCARBONATE SHEET - U.V. RESISTANT (SEE SPEC)

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

DOOR SCHEDULE

MARK

ROOM

NUMBER ROOM NAME

DOOR FRAME

FIRE

RATING HDWR

HDWR

GROUP COMMENTS

SIZE

TYPE MATERIAL TYPE MATERIALWIDTH HEIGHT

100 100 WAITING 3'-0" 7'-0" N/A N/A 1 HM -- - - FRAMED OPENING

101E 101 NURSE STATION 3'-0" 7'-0" (E) (E) (E) (E) -- SL 01

102 102 FILE STORAGE 3'-0" 7'-0" N/A N/A 1 HM -- - - FRAMED OPENING

103 103 DENTAL UTILITY 3'-0" 7'-0" A SC 1 HM -- SL 02

104 104 DENTAL EXAM 3'-0" 7'-0" A SC 1 HM -- SL 03 SWINGS INTO HALLWAY, ALLOW TO SWING TO WALL

105 105 OFFICE 3'-0" 7'-0" D SC 1 HM -- SL 03 SWINGS INTO HALLWAY, ALLOW TO SWING TO WALL

106 106 OFFICE 2'-8" 7'-0" D SC 1 HM -- SL 04 NO CLOSER

107 107 OFFICE 3'-0" 7'-0" D SC 1 HM -- SL 03

108 108 STAFF TLT 3'-0" 7'-0" A SC 1 HM -- SL 05 PRIVACY INDICATOR?

109 109 MED EXAM 3'-0" 7'-0" A SC 1 HM -- SL 03 SWINGS INTO HALLWAY, ALLOW TO SWING TO WALL

110 110 MED UTILITY 3'-0" 7'-0" A (E) (E) (E) -- SL 07 SWINGS INTO HALLWAY, ALLOW TO SWING TO WALL

111 111 PAT TLT 3'-0" 7'-0" A SC 1 HM -- SL 08 SWINGS INTO HALLWAY, ALLOW TO SWING TO WALL

112 112 SOILED HOLDING/ POCT 2'-8" 7'-0" C SC 1 HM -- SL 02

SINK AND FAUCET SCHEDULE

ROOM NO. ROOM NAME SINK FAUCET EYEWASH COMMENTS

103 DENTAL UTILITY S2 B

104 DENTAL EXAM S1 A

108 STAFF TLT S3 D

109 MED EXAM S1 A

110 MED UTILITY S1 A

111 PAT TLT S3 D

112 SOILED HOLDING/ POCT S2 B YES

1/4" = 1'-0"A2.01

4 WINDOW TYPES

1/4" = 1'-0"A2.01

8 SINK TYPES

1" = 1'-0"A2.01

9 FAUCET TYPES

LEVEL 1

0"

LEVEL 2

10'-0"

ROOF

13'-0"

A

A

B

4'-7 1/4"

A' B'

LEVEL 1

0' - 0"

ROOF

13' - 0"

T.O. STUD

15' - 10"

A2(e)3(e) 1(e)

A6.03

B B B B

A A

11 3/4" 4'-0 1/2" 1'-0" 4'-1" 11 1/4"RE-ROUTE ROOF

DRAIN OVERFLOW TO

NEW LOCATION

0.91.72.32.6

LEVEL 1

0' - 0"

ROOF

13' - 0"

T.O. STUD

15' - 10"

23 1A

A6.03

AA

B B

1'-11 1/4"

A'B'

LEVEL 1

0' - 0"

ROOF

13' - 0"

T.O. STUD

15' - 10"

A

A6.02

A6.02

A6.02

A6.03

X2

X1

X3

X4

OFFICE

A6.03

B'

LEVEL 1

0' - 0"

ROOF

13' - 0"

LEVEL 1

0"

LEVEL 2

10'-0"

ROOF

13'-0"

A

A6.01

X3

X4

MED EXAM

A6.03

A6.03

X2

X1

X3

X4

A6.03

A' B'

1/2" / 12"

OFFICE

OFFICE

Line of ceiling in hallway

Main supply duct in hallway ceiling

Vertical transitions to serve rooms with high ceilings

LEVEL 1

0' - 0"

ROOF

13' - 0"

A

LEVEL 1

0"

LEVEL 2

10'-0"

ROOF

13'-0"

2(e) 1.72.3

HALLWAY

MED EXAM

DENTAL

EXAM

LEVEL 1

0' - 0"

ROOF

13' - 0"

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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EXTERIOR ELEVATIONS

& SECTIONS

4.2.21

A6.01

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KEYNOTES

GENERAL NOTES

1. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR

WALL PENETRATIONS AND ITEMS TO BE ACCOMODATED ON THE

EXTERIOR.

1/4" = 1'-0"A6.01

1 EAST ELEVATION

1/4" = 1'-0"A6.01

2 NORTH ELEVATION

1/4" = 1'-0"A6.01

3 WEST ELEVATION

3/4" = 1'-0"A6.01

5 WALL SECTION (AT WINDOW)

3/4" = 1'-0"A6.01

7 BUILDING SECTION - NORTH SOUTH

3/4" = 1'-0"A6.01

4 BUILDING SECTION - CORRIDOR

3/

8"

PRE-FINISHED METAL CLOSURE PANEL

DRIP EDGE

BACKER AND SEALANT

SLOPE TO DRAIN

PRE-FINISHED METAL PANEL

CONTINUOUS EXTERIOR INSULATION

WEATHER BARRIER

METAL FURRING

PRE-FINISHED METAL FLASHING W/

HEMMED DRIP EDGE

EXTEND WEATHER BARRIER OVER FLASHING

DOUBLE SASH SECURITY WINDOW WITH

INTEGRAL VENETIAN BLIND

PLYWOOD SHEATHING

PLYWOOD AND GYP. TO

INTERIOR

INSULATION W/ KRAFT

PAPER TO INTERIOR

LEVEL 1

0"

LEVEL 2

10'-0"

ROOF

13'-0"

BA

T.O. STUD

15'-10"

A'

LEVEL 1

0' - 0"

ROOF

13' - 0"

T.O. STUD

15' - 10"

BA

Existing generator in foreground not shownDental air compressor by

Henry Schein Co.

Dental vacuum system by Henry Schein Co.

Utility rack:

Air Techniques Utility Stack Mini or similar

Coordinate location of selector boxes with existing lighting or relocate as needed

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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EXTERIOR DETAILS &

SECTIONS

4.2.21

A6.02

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6" = 1'-0"A6.02

3 WINDOW SILL DETAIL AT STUCCO

6" = 1'-0"A6.02

4 WINDOW HORZ MULLION DETAIL

6" = 1'-0"A6.02

6 WINDOW HEAD DETAIL AT METAL

6" = 1'-0"A6.02

2 WINDOW JAMB DETAIL AT STUCCO

3/4" = 1'-0"A6.02

1 BUILDING SECTION - GENERATOR ROOM

A

1(e)

A'

0.9

A

A

2.6

A

2(e)

B'

X1

NEW CONC SIDEWALK

X2

X1

X2

X2

FLUSH METAL PANEL

(AEP SPAN FLUSH OR

PRESTIGE SERIES)

WIDE FLANGE BEAM, SEE STR

HI TEMP SAM

PRE-FINISHED METAL

BREAK METAL FASCIA ON

CONT CLEAT

PRE-FINISHED METAL

BREAK METAL FASCIA W/

DRIP EDGE

/2

GYP SHEATHING

PROJECT NO.:

ISSUE DATE:

REVISIONS:

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EXTERIOR DETAILS

4.2.21

A6.03

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3" = 1'-0"A6.03

25 PLAN DETAIL - SW CORNER

3" = 1'-0"A6.03

23 PLAN DETAIL - SE CORNER

3" = 1'-0"A6.03

5 PLAN DETAIL - NORTH WINDOWS

3" = 1'-0"A6.03

16 STUCCO AT FLOOR DETAIL

3" = 1'-0"A6.03

11 STUCCO AT METAL HORZ TRANSITION

3" = 1'-0"A6.03

1 ROOF FASCIA DETAIL

S E

E E

L E

V A

T

IO

N

E Q

E Q

E Q

3/4" BLOCKING

TOE SPACE W/ BASE

FINISHED FLOOR

FLUSH DRAWER FACE - TYP.

BACK - 1/4" MIN.

SPLASH AT END WALL (TYPICAL)

COUNTERTOP - SEE SCHEDULE

F A

C E

F

C

K

1" 3"

2' - 1"

HANGING FILE CABINET WHERE

NOTED AS H.F. IN ELEVATIONS

ADJUSTABLE SHELVES - NUMBER AS

SHOWN ON ELEVATION

3/4" BLOCKING

TOE SPACE W/ BASE

FINISHED FLOOR

BACK - 1/4" MIN.

SPLASH AT END WALL (TYPICAL)

COUNTERTOP - SEE SCHEDULE

F A

C E

C

K

1"

S E

E E

L E

V A

T

IO

N

3"

2' - 1"

WALL FINISHED FACE

LOCKER - SEE ELEVATIONS

PLASTIC LAMINATE EDGE

CONTINUOUS SEALANT

3/4" P-LAM SHELF. FIELD APPLY P-LAM

CONTINUOUS NAILER - FASTEN TO

WALL & LOCKER

CONTINUOUS SEALANT

CS SCREW - TYP

U .N

.O

ALIGN W/ CAB. BLW.

SINK & FAUCET

APRON

TEMPERATURE SHIELDING ON TRAP

3/4"

BLOCKING

SIDE SPLASH WHERE LOCATED

COUNTERTOP - SEE FINISH PLANS

S E

E E

L E

V A

T

IO

N

COORD. WITH SINK MFR.

2' - 1"

NAILER

3/4" PLYWOOD REMOVABLE FACE

PANEL

HUNG ON ALUMINUM PANEL CLIPS

3/4" PLYWOOD END PANEL WITH PLAM

FINISH ON EXPOSED SIDES WHERE

COUNTER DOES NOT BUTT INTO WALL

S E

E E

L E

V A

T

IO

N S

SPACE REQUIRED FOR PANEL

TO BE REMOVED

COUNTER TOP - SEE FINISH

PLANS

US FUTUBA HYBRID BRACKET (ELL)

18" X 18'' PN: 72531 82 216

S E

E E

L E

V A

T

IO

N

SEE SCHEDULE

FINISHED FLOOR

7' -0

T

O F

IN

IS

H F

LO

O

R

U .N

.O

BLOCKING - TYP.

V A

R

IE

S S

E E

E L

E V

A T

IO

N

3/4" HANGING RAIL

CEILING FINISHED FACE

WALL FINISHED FACE

ADJUSTABLE SHELVING

FLUSH DOORS

1/4" BACK PANEL

P-LAM PLYWOOD SOFFIT - SEE

ELEVATIONS FOR TYPE OF SOFFIT

(STRAIGHT OR SLOPED)

FASCIA W/ P-LAM FACE

13" clr.

A

LI

G N

SOFFIT BRACE

TOE SPACE W/ BASE, SEE FINISH

SCHEDULE FOR TYPE

1/4" MIN BACK PANEL

CEILING FINISHED FACE

FLUSH DOORS

P-LAM PLYWOOD SOFFIT WHERE SHOWN ON

ELEVATIONS

ADJUSTABLE SHELF

V A

R

IE

S

U .N

.O

F A

C E

C

K

1" 3"

SEE PLAN

A

LI

G N

7' -0

T

O F

IN

IS

H F

LO

O

R

U .N

.O

BLOCKING - TYP.

V A

R

IE

S S

E E

E L

E V

A T

IO

N

S

3/4" HANGING RAIL

CEILING FINISHED FACE

WALL FINISHED FACE

ADJUSTABLE SHELVING

1/4" BACK PANEL

P-LAM PLYWOOD SOFFIT WHERE SHOWN

ON ELEVATIONS

13" clr.

SOLID SURFACE EDGE DETAIL

C

NOTE: SEE SCHEDULE FOR LOCATIONS

WALL FINISHED FACE

CONTINUOUS SEALANT

CONTINUOUS SEALANT

SET BACKSPLASH IN CONTINUOUS BED

OF SEALANT

SOLID SURFACE

SOLID SURFACE COUNTER, SEE

SCHEDULE FOR LOCATIONS

U N

LE

SS

N O

TE

D

IN

S

C H

ED

U

LE

4"

SOLID SURFACE EDGE DETAIL

B

1"

SOLID SURFACE

3/8" EASED EDGE

1/2" PLYWOOD SUBSTRATE

N O

M

/2

/4

DOOR OR DRAWER FACES

-WHERE SHOWN

NOTE: SEE SCHEDULE FOR LOCATIONS

1'-1" CLEAR

U.N.O. AT

INT. ELEV.

1' -8

U

.N .O

T

O C

O U

N T

E R

FLUSH FRONT DOOR

TOE SPACE W/ BASE

NON-COMBUSTIBLE 3/4" HANGING RAIL

1/4" MIN BACK PANEL

FACE OF BACK

FLUSH DRAWER FACE

COUNTERTOP - SEE FINISH SPEC

CEILING LINE

UNDER CABINET LIGHT FIXTURE & FASCIA WHERE

NOTED

LINE OF WALL

(SEE ELEVATIONS

FOR TACKBOARD

LOCATIONS)

ADJUSTABLE SHELVING

FLUSH DOORS- SEE ELEVATIONS FOR

GLASS DOOR LOCATIONS

1/2" BACK PANEL

BLOCKING AS NEEDED

INSTALL ENDWALL WHERE APPROPRIATE. HOLD

BACK LEADING EDGE TO MATCH CABINETRY

FACE, TYP.

P-LAM SOFFIT PANEL

LINE OF WALL

FLUSH DOORS

FASCIA W/ P-LAM FACE

1/ 2"

1" 3"

2' - 0" U.N.O.

4"

3'

U .N

.O

7'

V A

R

IE

S

S E

E E

LE

V

A T

IO

N

S S

E E

E

LE

V A

T

IO

N S

1/ 2"

3"

ADJUSTABLE SHELF

13" clr.

2'

NOTE:

SEE INTERIOR ELEVATIONS FOR DRAWER CONFIGURATIONS

2"

SEE PLAN FOR WALL TYPE

5/8" GWB

METAL STUD FRAMING

COVED BASE LAPPED UP

WALL

CANT STRIP

1"

SEE RCP

METAL STUD

FRAMING

5/8" GWB

BRACING @ 48"

O.C. MAX.

SEE RCP

5/8" GYP, SEE PLAN FOR WALL TYPE

NEW WINDOW, SEE WINDOW TYPES

BH SEALANT

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT

SYSTEM

SHIM

NEW WINDOW, SEE WINDOW TYPES

BH SEALANT

HALLOW METAL STOREFRONT SYSTEM

BACKER ROD AND SEALANT

SHIM AS NEEDED

5/8" GYP, SEE PLAN FOR WALL

TYPE

PROJECT NO.:

ISSUE DATE:

REVISIONS:

C

LA

R K

K

JO

S A

R C

H

IT

E C

T S

P Y

R

IG

H T

S W

A ld er S t., S ui te

P or tla nd

, O R

P ho ne

: 5

/2

-4

/5

/2

:0

:2

A

M

INTERIOR DETAILS

4.2.21

A7.01

C O

N S

T R

U C

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O C

U M

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20018

O A

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R E

E K

E X

P A

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IO

N

L O

C H

N E

R R

D S

E A

L B

A N

Y

O R

O R

E G

O N

Y O

U T

H A

U T

H O

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IT

Y

1" = 1'-0"A7.01

6 BC - 4 DRAWER CABINET

1" = 1'-0"A7.01

5 BC - FLUSH DOORS

1" = 1'-0"A7.01

1 SLOPED SOFFIT

1" = 1'-0"A7.01

3 BC - SLOPED CABINET

1" = 1'-0"A7.01

4 BC - COUNTERTOP SUPPORT BRACKET

1" = 1'-0"A7.01

7 UC - WALL CABINET UNDERCOUNTER LIGHT

1" = 1'-0"A7.01

9 TC - (1)DOOR

1" = 1'-0"A7.01

8 UC - SHELF CABINET

6" = 1'-0"A7.01

10 TYPICAL BACKSPLASH EDGES

6" = 1'-0"A7.01

11 TYPICAL COUNTER EDGES

1" = 1'-0"A7.01

2 BC - TYP. CAB. DTL.

6" = 1'-0"A7.01

16 CORNER GUARD

6" = 1'-0"A7.01

15 COVED BASE

3" = 1'-0"A7.01

12 SOFFIT - GYP TO (GLUE ON) ACT

6" = 1'-0"A7.01

14 TAMPER RESISTANT INTERIOR RELITE BASE

6" = 1'-0"A7.01

13 TAMPER RESISTANT INTERIOR RELITE HEAD

C C

C

C

C

C

2(e) 3(e)

9A(e)

B

A

C

1(e)

MED EXAM

OFFICE

OFFICE

OFFICE

DENTAL

EXAM

DENTAL

UTILITY

STAFF TLT

FILE

STORAGE

NURSE

STATION

MED UTILITY

PAT TLT

WAITING

HALLWAY

SOILED

HOLDING/

POCT

LN1

P

P1

P

P1

RB

LN1

P

P2

P

P1

RB

LN1

P

P1

P

P1

RB

LN1

P

P1

P

P1

RB

LN1

P

P1

P

P1

RB

LN1

P

P1

P

P1

RB

LN2

P 1S

P1S

P 1S

P1S

W P

WP1

WP1

W P

SCB

LN1

P

P1

P

P1

RB

LN1

P

P1

P

P2

RB

LN2

P 1S

P1S

P 1S

P1S

W P

WP1

WP1

W P

SCB

LN1

P

P1

P

P1

RB

LN1

P

P1

P

P1

RB

LN2

P 1S

P1S

P 1S

P1S

WP1

W P

SCB

EMERGENCY

GENERATOR

(E)

A'

B'

0.9 1.7 2.3 2.6

LN1

P

P1

P

P1

RB

LEGEND

ACCENT WALL FINISHP-2

P-1

P-1

P -1

P -1

L-1

RB-1

C R

-1 W

P -1

CR-1WP-1

CR-1WP-1

C R

-1 W

P -1

ROOM FINISH TAG

FLOOR MATERIAL

CHAIR RAIL

WALL PAINT COLOR

WALL PROTECTION

WALL BASE

LINOLEUM FLOOR - MARMOLEUM

LN1

LN2

OUT OF SCOPE (OR BARE)

FLOORING PATTERN DIRECTION

PROJECT NO.:

ISSUE DATE:

REVISIONS:

C

LA

R K

K

JO

S A

R C

H

IT

E C

T S

P Y

R

IG

H T

S W

A ld er S t., S ui te

P or tla nd

, O R

P h on e:

3/

4-

/5

/2

:1

:3

A

M

FINISH PLAN- LEVEL 1

4.2.21

I2.01

C O

N S

T R

U C

T

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N D

O C

U M

E N

T S

20018

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K C

R E

E K

E X

P A

N S

IO

N

L O

C H

N E

R R

D S

E A

L B

A N

Y

O R

O R

E G

O N

Y O

U T

H A

U T

H O

R

IT

Y

GENERAL NOTES

1. REFER TO…