Attachment B Plans - Architectural Drawings 6-5-23.pdf

621 SW COLUMBIA

PORTLAND, OR 97201

503 222 1917

SRGPARTNERSHIP.COM

SRG PARTNERSHIP, INC.

ARCHITECTURE

PLANNING

INTERIORS

SRG PROJECT NUMBER

CLIENT PROJECT NUMBER 9528000

219006

JUNE 5, 2023

Infection Control Dept

OREGON STATE HOSPITAL

BID SET

2600 CENTER STREET NE SALEM, OR

97301

Attachment B - Plans Bid Set Drawings

AB - ANCHOR BOLT

AC - AIR CONDITIONING

ACC - ACCESSIBLE

ACOUS - ACOUSTICAL

AD - AREA DRAIN

ADD - ADDITIONAL

ADJ - ADJUSTABLE

AFF - ABOVE FINISH FLOOR

AGGR - AGGREGATE

ALT - ALTERNATE

ALUM - ALUMINUM

ANCH - ANCHOR

ANNO - ANODIZED

APC - ACOUSTICAL PANEL CEILING

APPD - APPROVED

APPROX - APPROXIMATE

ARCH - ARCHITECTURAL

ATC - ACOUSTICAL TILE CEILING

AUTO - AUTOMATIC

AV - AUDIO VISUAL

BD - BOARD

BLDG - BUILDING

BLK - BLOCK

BM - BEAM

BOT - BOTTOM

BRK - BRICK

BSMT - BASEMENT

BT - BOLT

BUR - BUILT-UP ROOFING

CAB - CABINET

CAT - CATEGORY

CB - CATCH BASIN

CBD - CHALK BOARD

CBU - CEMENTITIOUS BACKER UNIT

CEM - CEMENT

CER - CERAMIC

CG - CORNER GUARD

CH - CHILLER

CHAN - CHANNEL

CI - CAST IRON

CIP - CAST-IN-PLACE

CJ - CONTROL JOINT / CONSTRUCTION JOINT

CL - CENTER LINE

CLG - CEILING

CLR - CLEAR

CMU - CONCRETE MASONRY UNIT

CNTR - COUNTER

CO - CLEANOUT

COL - COLUMN

COMPART - COMPARTMENT

CONC - CONCRETE

COND - CONDITION

CONN - CONNECTION

CONT - CONTINUOUS

CONTR - CONTRACTOR

COORD - COORDINATE

CORR - CORRIDOR

CT - CERAMIC TILE / COOLING TOWER

CTR - CENTER

CL - CENTER LINE

CW - COLD WATER (PIPING)

D - DEEP, DEPTH

DA - DISABLED

DBL - DOUBLE

DEG - DEGREE

DEMO - DEMOLITION

DEPT - DEPARTMENT

DET - DETAIL

DF - DRINKING FOUNTAIN

DIA - DIAMETER

DIFF - DIFFUSER

DIM - DIMENSION

DIS - DISABLED

DISP - DISPENSER

DMPF - DAMPPROOFING

DMT - DEMOUNTABLE

DN - DOWN

DO - DOOR OPENING

DP - DIMENSION POINT

DPTN - DEMOUNTABLE PARTITION

DR - DOOR

DRN - DRAIN

DS - DOWNSPOUT

DW - DISHWASHER

DWG - DRAWING

DWR - DRAWER

(E) - EXISTING

E - EAST

EA - EACH

EB - EXPANSION BOLT

EIFS - EXTERIOR INSULATION AND FINISH SYSTEM

EFS - EXTERIOR FINISH SYSTEM

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EMERG - EMERGENCY

ENCL - ENCLOSURE

EP - ELECTRICAL PANELBOARD

EQ - EQUAL

EQUIP - EQUIPMENT

ESCAL - ESCALATOR

EWC - ELECTRICAL WATER COOLER

EXH - EXHAUST

EXP - EXPANSION

EXIST - EXISTING

EXT - EXTERIOR

FA - FIRE ALARM

FB - FACE BRICK

FC - FACE

FD - FLOOR DRAIN

FDC - FIRE DEPARTMENT CONNECTION

FDN - FOUNDATION

FE - FIRE EXTINGUISHER

FEC - FIRE EXTINGUISHER CABINET

FF&E - FURNITURE, FINISHES & EQUIPMENT

FFEL - FINISH FLOOR ELEVATION

FH - FLAT HEAD

FHC - FIRE HOSE CABINET

FIN - FINISH

FIXT - FIXTURE

FL - FLOOR

FLASH - FLASHING

FLUOR - FLUORESCENT

FO - FACE OF

FP - FIRE PROTECTION

FPG - FIREPROOFING

FR - FRAME

FT - FEET

FRTW - FIRE RETARDANT TREATED WOOD

FTG - FOOTING

FURN - FURNITURE

FURR - FURRING

FWC - FABRIC WALLCOVERING

FWP - FABRIC WRAPPED PANEL

G - GROUND

GA - GAUGE / GAGE

GALV - GALVANIZED

GB - GRAB BAR

GC - GENERAL CONTRACT(OR)

GRC - GLASS FIBER REINFORCED CONCRETE

GRG - GLASS FIBER REINFORCED GYPSUM

GL - GLASS

GR - GRADE

GRD - GROUND

GYPBD - GYPSUM WALLBOARD

H - HIGH / HEIGHT

HB - HOSE BIBB

HC - HOLLOW CORE

HCP - HANDICAPPED

HDW - HARDWARE

HDWD - HARDWOOD

HS - HEAT STRENGTHENED (GLASS)

HM - HOLLOW METAL (STEEL FRAME)

HNDRL - HANDRAIL

HO - HOLD-OPEN

HORIZ - HORIZONTAL

HPT - HIGH POINT

HRC - HOSE REEL CABINET

HR - HOUR

HT - HEIGHT

HVAC - HEATING, VENTILATING, AIR CONDITIONING

HW - HOT WATER

HYDR - HYDRAULIC

ID - INSIDE DIAMETER / DIMENSION

IN - INCH

INCAND - INCANDESCENT

INCL - INCLUDED / INCLUDING

INFO - INFORMATION

INSUL - INSULATION

INT - INTERIOR

INTERM - INTERMEDIATE

INV - INVERT

IPS - INTERNATIONAL PIPE STANDARD

IRMA - INVERTED ROOF MEMBRANE ASSEMBLY

JAN - JANITOR

JC - JANITOR’S CLOSET

JST - JOIST

JT - JOINT

K - KIP (1000 LBF)

KPL - KICK PLATE

KG - KILOGRAM

KIT - KITCHEN

KO - KNOCKOUT

L - LONG OR LITER (METRIC DOCS)

LAB - LABORATORY

LDG - LANDING

LAM - LAMINATE / LAMINATION

LAV - LAVATORY

LB - POUND

LF - LINEAR FOOT

LKR - LOCKER

LLH - LONG LEG HORIZONTAL

LLV - LONG LEG VERTICAL

LN - LINE

LT - LIGHT

LPT - LOW POINT

M - METER

MACH - MACHINE

MAINT - MAINTENANCE

MAS - MASONRY

MATL - MATERIAL

MAX - MAXIMUM

MB - MACHINE BOLT

MBL - MARBLE

MDF - MEDIUM DENSITY FIBERBOARD

MEP - MECHANICAL, ELECTRICAL, PLUMBING

MDO - MEDIUM DENSITY OVERLAY PLYWOOD

MECH - MECHANICAL

MEMB - MEMBRANE

MET - METAL

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MISC - MISCELLANEOUS

MM - MILLIMETER

MO - MASONRY OPENING

MS - MACHINE SCREW

MTD - MOUNTED

MTG - MOUNTING

MTL - METAL

MULL - MULLION

N - NORTH

NA - NOT APPLICABLE

NC - NOISE CRITERIA

NIC - NOT IN CONTRACT

NO - NUMBER

NOM - NOMINAL

NTS - NOT TO SCALE

OA - OUTSIDE AIR

OC - ON CENTER

OCEW - ON CENTER EACH WAY

OD - OUTSIDE DIAMETER/DIMENSION

OFCI - OWNER FURNISHED, CONTR INSTALLED

OFOI - OWNER FURNISHED, OWNER INSTALLED

OFF - OFFICE

OH - OVER HEAD

OPH - OPPOSITE HAND

OPNG - OPENING

OPP - OPPOSITE

OPPHD - OPPOSITE HAND

ORD - OVERFLOW ROOF DRAIN

OUTS - OUTSIDE

P - PAINT

PAV - PAVING

PARTN - PARTITION

PATD - PAPER TOWEL DISPENSER

PBD - PARTICLEBOARD

PC - PRECAST CONCRETE

PDF - POWDER DRIVEN FASTENER

PERF - PERFORATED

PERIM - PERIMETER

PERP - PERPENDICULAR

PIPI - POINT OF INTERSECTION

PL - PLATE

PLAM - PLASTIC LAMINATE

PLAS - PLASTER

PLBG - PLUMBING

PLF - POUNDS PER LINEAR FOOT

PLYWD - PLYWOOD

PNL - PANEL

POL - POLISHED

PR - PAIR

PREFAB - PREFABRICATED

PROJ - PROJECT

PSF - POUNDS PER SQUARE FOOT

PT - POINT

PTD - PAINTED

PTN - PARTITION

PTR - PAPER TOWEL RECEPTACLE

QT - QUARRY TILE

QTY - QUANTITY

(R) - RELOCATED

R - RADIUS OR RISER (PIPING)

RA - RETURN AIR

RAD - RADIUS

RB - RESILIENT BASE

RCP - REFLECTED CEILING PLAN

RD - ROOF DRAIN

RECOM - RECOMMENDED

RECPT - RECEPTACLE

REC - RECESSED

REF - REFERENCE

REFL - REFLECTED / REFLECTIVE / REFLECT

REFR - REFRIGERATOR

REG - REGISTER

REINF - REINFORCED / REINFORCING

REL - RELOCATE

REM - REMOVABLE

REQ - REQUIRE / REQUIRED

RESIL - RESILIENT

REV - REVISION / REVISED

RM - ROOM

RO - ROUGH OPENING

RTD - RATED

RTG - RATING

RWL - RAIN WATER LEADER

S - SOUTH

SA - SUPPLY AIR

SAN - SANITARY

SC - SOLID CORE

SCHED - SCHEDULE

SD - STORM DRAIN / SOAP DISPENSER

SECT - SECTION

SF - SQUARE FEET/FOOT

SH - SPRINKLER HEAD

SHT - SHEET

SHR - SHOWER

SIM - SIMILAR

SM - SHEET METAL OR SQUARE METER (METRIC DOCS)

SND - SANITARY NAPKIN DISPENSER

SP - STANDPIPE

SPEC - SPECIFICATION

SPR - SPRINKLER

SPKR - SPEAKER

SQ - SQUARE

SSE - STRUCTURE SLAB ELEVATION

SST - STAINLESS STEEL

SSK - SERVICE SINK

STA - STATION

STD - STANDARD

STL - STEEL

STLJST - STEEL JOIST

STOR - STORAGE

STRG - STRINGER

STRL - STRUCTURAL

STRUC - STRUCTURAL

SUBCAT - SUBCATEGORY

SUSP - SUSPENDED

SYMM - SYMMETRICAL

SYS - SYSTEM

T&G - TONGUE AND GROOVE

T - TREAD / THERMOSTAT

TB - TOWEL BAR

TC - TOP OF CURB

TCONC - TOP OF CONCRETE

TEL - TELEPHONE OR TELECOM

TEMP - TEMPERATURE

TER - TERRAZZO

TGB - TOGGLE BOLT

THK - THICKNESS

THRES - THRESHOLD

THRU - THROUGH

TKBD - TACKBOARD

TMPD - TEMPERED

TO - TOP OF (SEE OTHER WORD)

TOS - TOP OF SLAB, TOP OF STRUCTURE

TOSTL - TOP OF STEEL

TP - TOP OF PAVEMENT

TPD - TOILET PAPER DISPENSER

TRACT - TRACTION

TV - TELEVISION

TW - TOP OF WALL

TYP - TYPICAL

UNFIN - UNFINISHED

UON - UNLESS OTHERWISE NOTED

UR - URINAL

VAC - VENTILATION AND AIR CONDITIONING

VCT - VINYL COMPOSITION TILE

VERT - VERTICAL

VEST - VESTIBULE

VIF - VERIFY IN FIELD

VR - VAPOR RETARDER

VT - VINYL TILE

VWC - VINYL WALL COVERING

W/ - WITH

W - WIDE, WIDTH/WEST

WC - WATER CLOSET

WD - WOOD

WDS - WOOD SCREW

WDW - WINDOW

W/O - WITHOUT

WP - WATERPROOFING

WPM - WATERPROOF MEMBRANE

WPT - WORK POINT

WR - WATER RESISTANT/REPELLANT

WS - WEATHERSTRIPPING

WSCT - WAINSCOT

WT - WEIGHT

WW - WALL TO WALL

BEJ - BRICK EXPANSION JOINT

- COUNTER SUNKCTSK

- OVERHEADOVHD

STS - SELF TAP METAL SCREW

ARCHITECTURAL / INTERIORS ABBREVIATIONS

DRAWING TITLEBAR:

DRAWING

IDENTIFICATION

DRAWING

TITLE

GRAPHIC SYMBOLS:

CALLED NORTH

TRUE NORTH

PROPERTY

LINE

DRAWING REFERENCE

SYMBOL:

REFER TO THIS

DRAWING

IDENTIFICATION

REFER TO THIS

SHEET:

SHEET NUMBER

CATEGORY

DISCIPLINE

REFER TO THIS

DRAWING IDENTIFICATION

BUILDING / WALL SECTION

REFERENCE:

SCOPE OF

NEW WORK

EXISTING WORK

(CORE & SHELL)

COLUMN CENTER

LINE

COLUMN GRID

NUMBER

REFER TO THIS

DRAWING IDENTIFICATION

EXTERIOR ELEVATIONS INTERIOR ELEVATIONS

DETAIL REFERENCE:

REFER TO THIS

DRAWING IDENTIFICATION

MATCHLINE

SPACE NAME / NUMBER SYMBOL:

ROOM

NAME

SPACE

IDENTIFICATION

SPACE NUMBER

PARTITION/ DOOR TYPE SYMBOLS:

PARTITION TYPE TAG

DOOR NUMBER

SHEET NOTE

REVISION SYMBOLS:

REVISED AREA

REVISION NUMBER

LENGTH &

SPACING

WELD THROAT SIZE

WELD

NOTE

WELD TYPE-

BELOW LINE=ARROW SIDE

ABOVE LINE=OPP SIDE

WELD ALL

AROUND

WELD SYMBOL:

NOTE: INDICATES

FINISHED SURFACES

SHALL ALIGN

NOTE: INDICATES

+/- FROM REF ELEVATION

DIMENSION POINT

FL ELEVATION

GRAPHIC ARROWS:

ALIGN

TITLE

1/8" = 1'-0"

ORIGINAL SCALE

N

A201

A701

A701 2A601

1/ A601

A301

A941

SEE: A1/A202

1/8"3@12

+12"

DP

FF EL

0' - 0"

.0

0°

0' - 1 1/4" 5' - 0"

0'

- 0

/4

R 3

0"

A

1 1.1

DIMENSION LINES:

HARDWARE GROUP

FRAME TYPE

PARTITION TYPE TAG

2A3A

1A

A

A701

A501

DOOR TAG OPTION 1:

DRAWING ANNOTATIONS

A

A. GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY

WITH ALL REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS.

2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS, AND COMPLY WITH ALL APPLICABLE BUILDING CODE, REGULATION, & ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT

TO THE PROJECT AREA BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING

CONSTRUCTION OF THE PROJECT

3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO

PROCEEDING WITH THE WORK.

4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS.

5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWISE

NOTED.

6. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS, AND SYSTEMS PROVIDED BY THE OWNER.

B. DEFINITIONS:

1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH

OCCURRENCE OF THE CONDITION NOTED.

2. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE TO

THE CHARACTERISTICS FOR THE CONDITION NOTED.

3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS

INDICATED IN THE PROJECT DOCUMENTS, SHALL BE PROVIDED.

4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND

PLUMB RELATION TO ADJACENT MATERIALS.

C. DIMENSIONS:

1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE

WALL, NOMINAL FACE OF CMU WALL, FACE OF PARTITION TYPE AS SCHEDULED, UON

2. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL

AT THE DIMENSION POINT, UNLESS NOTED ABOVE FINISH FLOOR -"AFF".

3. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED

SUSPENDED CEILING SYSTEM OR FACE OF FINISH MATERIAL.

4. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE, AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL

NOT BE DETERMINED BY SCALING THE DRAWINGS.

GENERAL NOTES

APPLICABLE CODES

APPLICABLE CODES AND REGULATIONS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LISTED APPLICABLE CODES

IN ADDITION TO ALL LOCAL AND STATE CODES, ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF OREGON ADMINISTRATIVE CODE AND THE AMERICANS WITH DISABILITIES ACT (ADA).

NFPA 101, LIFE SAFETY CODE, 2012 EDITION, FOR MEANS OF EGRESS

OREGON STRUCTURAL SPECIALITY CODE2014

OREGON MECHANICAL SPECIALITY CODE 2014

OREGON PLUMBING SPECIALITY CODE2017

OREGON ELECTRICAL SPECIALITY CODE2017

OREGON FIRE CODE2014

OREGON ADMINISTRATIVE RULES

AUTHORITIES HAVING JURISDICTION (AHJs):

COORDINATE WITH OWNER FOR INSPECTIONS AND APPROVALS BY THE FOLLOWING;

• OHA / FPS PROJECT #19-107

• CITY OF SALEM PERMIT # 19-119766-BP

SCOPE OF WORK:

GENERAL BUILDING DESCRIPTION

FIRE RESISTIVE CONSTRUCTION REQUIREMENTS

PROJECT LOCATION:

SIZE OF PROJECT:

2600 CENTER STREET NE

SALEM, OR 97301

T 5O3.945.2996 F 503.945.2867

WORK OF THE PROJECT INCLUDES DEMOLITION OF THE EXISTING THERAPY POOL SPACE TO REMOVE THE POOL AND RENOVATE THE SPACE TO BECOME THE NEW LOCATION OF THE INFECTION CONTROL DEPARTMENT, WHICH

INCLUDES THREE EXAM ROOMS, WORKSTATIONS AND OFFICES FOR FIVE STAFF PERSONS.

ACUTE CARE FACILITY:

TYPE OF CONSTRUCTION: TYPE IB

FIRE RESISTIVE SYSTEM: FULLY SPRINKLED BUILDING

ALLOWABLE FLOOR AREA: TYPE IB, UNLIMITED AREA

ALLOWABLE BUILDING HEIGHT: TYPE IB, 4 STORIES

OCCUPANCY TYPE: I-2

PSYCHIATRIC HOSPITAL

STRUCTURAL FRAME: 2

FLOOR ASSEMBLY: 2

ROOF ASSEMBLY: 1

PENTHOUSE ENCLOSURES: 0

SHAFT ENCLOSURES: 1

EXIT STAIR ENCLOSURE: 1

EXIT CORRIDORS: 1

EXTERIOR BEARING WALLS: 2

INTERIOR BEARING WALLS: 2

1,125 SQUARE FEET

0'0'

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

32'16' 32'8'4' 16'8' 16'4'2'

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G002

VICINITY MAPS, PROJECT

INFO., DRAWING SET

ORG.

LOCATION MAP

PROJECT INFORMATION

VICINITY MAP

APPLICABLE CODES & AGENCIES

G001 COVER SHEET

G002 VICINITY MAPS, PROJECT INFO., DRAWING SET ORG.

G101 FIRE AND LIFE SAFETY- COMPOSITE PLAN - FIRST LEVEL

G102 FIRE AND LIFE SAFETY - COMPOSITE PLAN - SECOND LEVEL

G201 FIRE AND LIFE SAFETY- ENLARGED PLAN

A101 FLOOR PLAN - FIRST LEVEL

A401 ENLARGED FLOOR PLANS

A411 INTERIOR ELEVATIONS

A501 PARTITION TYPE

A502 PARTITION DETAILS

A503 INTERIOR DETAILS

A504 CASEWORK - TYPICAL DETAILS

A505 TYPICAL CEILING DETAILS

FP101 FIRE PROTECTION PLAN LEVEL 1

P001 LEGEND AND SCHEDULES

P401 PLUMBING ENLARGED FLOOR PLANS LEVEL 1

M001 LEGEND AND SCHEDULES

M101 MECHANICAL FLOOR PLAN LEVEL 1

M102 MECHANICAL PENTHOUSE PLAN

M401 MECHANICAL ENLARGED FLOOR PLANS LEVEL 1

M501 MECHANICAL DETAILS

M701 MECHANICAL ZONE MAP

E001 LEGEND AND SCHEDULES

E101 ELECTRICAL FLOOR PLAN LEVEL 1

E201 ELECTRICAL LIGHTING FLOOR PLAN LEVEL 1

E301 ELECTRICAL POWER FLOOR PLAN LEVEL 1

E401 PANEL SCHEDULES

E501 ONE-LINE DIAGRAM

E901 ELECTRICAL SYSTEMS FLOOR PLAN LEVEL 1

DRAWING INDEX

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

PORTLAND, OR

AREA OF WORK

1 2 3 4 5

A

B

C

D

E

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DRAWN BY

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CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

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G101

FIRE AND LIFE SAFETY-

COMPOSITE PLAN -

FIRST LEVEL

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

SEE MECHANICAL

DRAWINGS

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

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Author

Checker

G102

FIRE AND LIFE SAFETY -

COMPOSITE PLAN -

SECOND LEVEL

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

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DRAWN BY

CHECKED BY

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CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

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G201

FIRE AND LIFE SAFETY-

ENLARGED PLAN

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

Tectonic Copyright 2007

T ectonic Cop yright 2007

PAT SHWR

D05-104

LANDSCP STOR

E01-112

RECEPTION

E01-111

PAT TLT ADA

E01-103

PAT TLT ADA

E01-102

PUB TLT ADA

E01-101

PUB TLT ADA

E01-100

PHELB/BENCH

E01-152A

SPECIMEN TLT ADA

E01-149B

PAT TLT ADA

E01-150

WTG

E01-152

RECEP

E01-154

SECURE WTG

E01-153 EXAM-L

E01-146

EXAM EYE

E01-144

EXAM EYE/EEG

E01-142

CLEAN RM

E01-157

EQUIP STOR

E01-137

INSTMT PROC

E01-139

WKSTN, MD

E01-132

MTG

E01-130WKSTN

E01-128

STAFF LKR

E01-127

LAB

E01-125

DENTAL

OPERATORIES

E01-122

AIR COMP

E01-120

EQUIP STOR

E01-115

TX BOOTH

E01-113

RECEP

E01-119A

EQUIP REPAIR

E01-116

PAT TLT ADA

E01-117A

WTG

E01-117

RAD SUPPLY

E01-151

N-R MED SERVICES

CORRIDOR

E01-1E

AUDIOLOGY

E01-155

SOILED RM

E01-135

COPY

E01-154B

SHARED OFFICE

E01-110

WAITING ROOM TLT

E01-109A

SOILED RM

E01-105

PAT TLT ADA

E01-114

COPY SUPPLY

E01-119

INSTMT PROC

E01-126

PANAROX

E01-124

CLEAN RM

E01-106A

EXAM ROOM

E01-108A

CTRL

E01-147A

RADIOLOGY

E01-147

PODIATRY

E01-156

ELEC

E01-133

PAT TLT

E01-136

EXAM-L

E01-140

EXAM-L

E01-141

STAFF TLT ADA

E01-134

STAFF LKR/

COFFEE

E01-138

COPY/ PRINTER/

MTG

E01-132A

FILE / COFFEE

E01-106

STAFF TLT ADA

E01-129

PHYSICAL

THERAPY

E01-104

WAITING

E01-109

HSKP

E01-149A

RAD TECH

E01-148

DENTAL

OPERATORIES

E01-121

DIC

E01-123

SUB WAIT

E01-133A

N-R MAIN

CORRIDOR

D05-1S

N-R MED SERVICES

CORRIDOR

E01-1W

N-R MED SERVICES

CORR

E01-118

E01-148A

E01-147

E01-142

E01-104A

E

-1

E

-1

E

-1

E

-1

E01-152B

E

-1

E

-1

E

-1

A

E01-153B

E

-1

A

E

-1

A

E

-1

E01-135

E01-144

E01-149D

E01-152A

E

-1

A

B E

-1

A

A

E

-1

B

E01-151

E01-137

E

-1

A

E

-1

E01-141

E01-140

E

-1

E01-149C

E01-150

E

-1

B

E

-1

E01-138

E01-1S

E01-133

E01-132

E

-1

D

-1

W

E

-1

W A

E

-1

A

E

-1

E01-120

E01-117C

E

-1

A

E

-1

E

-1

E

-1

E

-1

E

-1

E

-1

E01-155

E01-136

E01-154

E01-116B

E01-117B

E01-118

D

-1

C

E-F

E01-5E01-2E01-1

E01-D

E01-C

E01-B

E01-A

D-E

D-D

D05-11 D05-12 D05-14 D05-15

D05-15

D05-16

E

-1

VEST

E01-149

EXAM ROOM

E01-108B

E01-146

EXTERIOR CORR

D05-1SA

RECEP

E01-154A

TELECOM

SHAFT

N-R MED SERVICES

CORRIDOR

E01-1S

E01-3.1 E01-3.2

E-E

E01-4E01-3

D-F

MPS

FEC

FEC

FEC

MPS

FEC

FEC

3"

2' -7

4"

32' - 0" 32' - 0" 1' - 0" 9' - 4" 21' - 8" 32' - 0"

128' - 0"

E01-113

FEC

E

-1

A

D05-17

D-E

E01-A

E01-B

E01-C

E01-D

D-D

D05-16

D05-11 D05-12 D05-13 D05-14

D05-15

D05-10.1

D05-15.1

D05-16.1

E-E

E-F

E01-3.1 E01-3.2

E01-1 E01-2

E01-3

E01-4 E01-5

D-F

A401

A1 A401

C3

A401

A3

A401

C1 SimCEILING

PLAN

FLOOR

PLAN

FINISH

PLAN

DEMO

PLAN

EXAM ROOM

E01-108C

OFFICE

E01-110A

CLEAN STORAGE

E01-107

STORAGE

E01-109B

REMOVE AND REINSTALL

LAY-IN CEILING FOR

NEW DUCTWORK

INSTALLATION ABOVE

GENERAL NOTES

1.ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.

2.SEE ENLARGED PLANS FOR ADDITIONAL

INFORMATION.

3.SEE FINISH FLOOR PLANS FOR ALL FLOOR FINISHES.

4.SEE INTERIOR ELEVATIONS FOR ALL CASEWORK

AND WALL ACCESSORY LOCATIONS & DIMS.

5.SEE A501 AND A502 FOR FRAMING INFORMATION

INCLUDING FEC FRAMING INFORMATION

6.ALL DOORS TO MEET ADA CLEARANCE

REQUIREMENTS. 1'-6" @ PULL SIDE. 1'-0" @ PUSH SIDE.

7.SEE G SERIES DRAWINGS FOR SMOKE PARTITION

AND RATED PARTITION LOCATIONS.

8.ALIGN WALL FINISHES WHERE A NEW WALL ABUTS

AN EXISTING WALL OR WHERE WALL TYPES CHANGE

IN A SINGLE PLANE,U.O.N.

1 HOUR RATED WALL

2 HOUR RATED WALL

SMOKE RATED WALL

LEGEND

INTERIOR WINDOW TAG

SEE A9.0.50 FOR TYPES & DETAIL

REFERENCES

ROOM TAG

Room Name

X00-100 i A A1

BLDG #

LEVEL

ROOM #

FRAME TYPE

GLAZING TYPE

INTERIOR

DESIGNATION

BRICK

CMU

CONCRETE

2A-AA/AAC

WALL TAG

SEE A9.1.00 FOR TAG

DESCRIPTION KEY

?XXXXXX

KEYNOTE TAG

NUMBER EQUALS SPECIFICATION

SECTION SEE KEYNOTE LEGEND ON

APPLICABLE SHEETS

GLAZING

MODIFIER

MATCH LINE

INDICATES ITEM ABOVE IN PLAN

EQUIPMENT

NOT ALL LEGEND ELEMENTS

ARE CURRENTLY INDICATED

ON ARCHITECTURAL DRAWINGS

3 HOUR RATED WALL

0'

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

32'16' 32'8'4'

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A101

FLOOR PLAN - FIRST

LEVEL

SCALE: SHEET:1/8" = 1'-0" A101A1

FLOOR PLAN - LEVEL 1

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

S

AL

S

VDT

S

VDT

S

AL

S

PIR

J

J

J J

J

VPIR

E01-2E01-1

E01-A

D-F

CPT-1

SHARED

OFFICE

RB-1 - 4"

PT

E01-110

CPT-1

RECEPTION

RB-1 - 4"

PT

E01-111

CPT-1

WAITING

RB-1 - 4"

PT

E01-109

RF-1

CLEAN

STORAGE

RB-1 - 4"

PT

E01-107

CPT-1

OFFICE

RB-1 - 4"

PT

E01-110A

RF-1

EXAM

ROOM

RB-1 - 4"

PT

E01-108C

RF-1

EXAM

ROOM

RB-1 - 4"

PT

E01-108B RF-1

EXAM

ROOM

RB-1 - 4"

PT

E01-108A

CPT-1

STORAGE

RB-1 - 4"

PT

E01-109B

R F

C P

T

R F

C P

T

R F

C P

T

C P

T R

F

CPT EF

C P

T S

-C O

N C

E01-2E01-1

E01-A

D-F

7' - 0"

EXISTING CEILING TO REMAIN

REMOVE EXISTING CEILING TO THIS POINT

REMOVE EXISTING WALL

REMOVE EXISTING PIPES

TO TOP OF SLAB

AT DEMOLISHED WALL TRACK,

PREP FLOOR AS REQUIRED FOR

LEVEL FLOORING SUBSTRATE

BY GRINDING SMOOTH,

GROUTING HOLES, AND USE OF

LEVELING COMPOUND

A411 B1

E01-2E01-1

E01-A

D-F

A411 E4

A411

A411

A411

C1

D4D3

E3

C2

C3

C4

RECEPTION

E01-111

SHARED OFFICE

E01-110

WAITING ROOM TLT

E01-109A

EXAM ROOM

E01-108A

WAITING

E01-109

EXAM ROOM

E01-108B

E

-1

C

E

-1

B

E

-1

A

E01-109BE

-1

7E01-110

E

-1

A

EXAM ROOM

E01-108COFFICE

E01-110A

CLEAN STORAGE

E01-107

E

-1

STORAGE

E01-109B

A6-B/B

A6-B/B A6-BB/BB A6-BB/BB

A6-B/B

A6-B/B

SA6-B/B

SA6-B/B

G6-A

G6-A

FEC

6' -1

5/

8" 5'

-7

/4

8' -7

/8

11'-5 3/8" 11'-4 3/4" 10'-6 7/8"

6'-0 1/8" 3'-6"

EQ EQ

1' -6

/8

E Q

E Q

7 1/4" TYP

CARD READER ACCESS CONTROL

LAMINATE WALLS WHERE

CERAMIC TILE WAS REMOVED

WITH 1/4" GYPSUM BOARD FOR

NEW PAINTABLE FINISH

SA6-B/B

SA6-B/B

G6-A

WALL CONTINUES

AS SOFFIT ABOVE

ALIGN

PATCH EXISTING GWB

GROUT SOLID HOLES

IN SLAB ON GRADE

FINISH NOTES

1. REFER TO INTERIOR ELEVATIONS FOR

ADDITIONAL FINISH INFORMATION.

2. WHERE SEVERAL FINISHES OCCUR ON SAME

WALL, SEE ELEVATION FOR CLARIFICATION.

3. REFER TO DOOR SCHEDULE FOR DOOR &

FRAME FINISHES.

4. ALL VERTICAL SURFACES TO RECEIVE BASE UON.

5. ALL EXPOSED DRYWALL SURFACES TO BE

PAINTED.

6. ALL CHANGES IN FLOOR MATERIAL TO OCCUR AT

CENTER LINE OF DOOR UON.

7. ALL RESILIENT BASE TO BE FROM A CONTINUOUS

ROLL.

8. FOR TYP. FLOOR TRANSITION DETAILS,

REFER TO SHEET A503.

9. FOR TYP. WALL BASE DETAILS,

REFER TO SHEET A503.

FINISH LEGEND

RF EF

RF S-CONC

REFER TO DETAIL X/A503

REFER TO DETAIL X/A503

RF CPT

REFER TO DETAIL X/A503

FLOOR FINISH TRANSITIONS

xx -x CHANGE IN FLOORING

MATERIAL

Floor Finish

Room Name Text

Base Finish

Wall Finish

E01-2E01-1

E01-A

D-F

9' - 0"

9' - 6"

9' - 6"

9' - 6"

9' - 6" 9' - 6"

9' - 0"

9' - 6"

9' - 6"

RECEPTION

E01-111

SHARED OFFICE

E01-110

OFFICE

E01-110A

EXAM ROOM

E01-108C

EXAM ROOM

E01-108B

EXAM ROOM

E01-108A

WAITING

E01-109

STORAGE

E01-109B

WAITING ROOM TLT

E01-109A

CLEAN STORAGE

E01-107

15' - 4"

15' - 4"

C3

A505

SIM

C3

A505

SIM

8' - 0"

3'-6"

3'-6"

8' - 0"

SOFFIT

C3

A505

SIM

CEILING NOTES

1.

2.

3.

4.

5.

6.

7.

CEILING HEIGHTS ARE 9'-6" TO FACE OF FINISH, UON.

DIMENSIONS ARE TO FACE OF FINISH AND BOTTOM OF TEE

BAR SUSPENSION SYSTEM AT ACOUSTIC PANELS, U.O.N.

CENTER ACOUSTIC PANEL IN ROOM IN BOTH DIRECTIONS,

NO INDIVIDUAL TILE LESS THAN 1/2 TILE WIDTH, U.O.N.

IN ROOMS WITH ONLY ONE LIGHT FIXTURE CENTER FIXTURE

IN ROOM.

LOCATE CEILING MOUNTED SMOKE, FIRE ACCESSORIES,

LIGHTS & OTHER DEVICES IN THE CENTER OF THE CEILING,

UON. SEE DETAIL XX/A505

SEE SHEET A505 FOR TYPICAL CEILING DETAILS.

LIGHT FIXTURES INDICATED ARE FOR LOCATION ONLY, SEE

ELECTRICAL FOR LIGHT FIXTURE TYPES AND ADDITIONAL

INFORMATION. LIGHT FIXTURES TO BE LOCATED PER GRID

SPACING AS SHOWN, U.O.N.

CEILING LEGEND

GYPSUM BOARD CEILING

2'x4' MYLAR COATED ACOUSTIC CEILING

PANELS

2'x2' ACOUSTIC CEILING PANELS

1'X4' LUMINAIRE

LINEAR LUMINAIRE, RECESSED MTD.

LINEAR PENDANT

6" DIA. DOWNLIGHT

2'X2' LUMINAIRE

EXHAUST AIR REGISTER, SEE MECH.

ACOUSTIC CEILING PANEL LAYOUT

WORK POINTDP

FIRE SPRINKLER HEAD, SEE

MECH.

SUPPLY AIR REGISTER, SEE MECH.

TRANSFER REGISTER, SEE MECH.

CEILING HEIGHT ABOVE FINISHED FLOOR

EXISTING CEILING TO REMAIN / OPEN

TO STRUCTURE

FIRE ALARM ACCESSORY

CLNG MTD CURTAIN TRACK, REFER

TO DETAILS XX/A505

EXIT SIGN

BOTTOM OF STRUCTURE

10'-0"

BOT S

UNDER CABINET TASK LIGHTING

2'x4' ACOUSTIC CEILING

PANELS

C CEILING MOUNTED CAMERA

C WALL MOUNTED CAMERA

DEMOLITION LEGEND

EXISTING CONSTRUCTION PARTITION,

DOOR, GLAZING AND FRAMES TO REMAIN

EXISTING PARTITION, DOOR, GLAZING

AND FRAMES TO BE REMOVED

EXISTING MILLWORK TO BE REMOVED

AREA NOT IN CONTRACT

0'

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

16'8' 16'4'2'

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A401

ENLARGED FLOOR

PLANS

SCALE: SHEET:1/4" = 1'-0" A401A1

ENLARGED FINISH PLAN

SCALE: SHEET:1/4" = 1'-0" A401C3

ENLARGED DEMOLITION FLOOR PLAN

SCALE: SHEET:1/4" = 1'-0" A401A3

ENLARGED FLOOR PLAN

SCALE: SHEET:1/4" = 1'-0" A401C1

ENLARGED REFLECTED CEILING PLAN

ICD DOOR SCHEDULE

DOOR NO. Room: Name

DOOR FRAME

FIRE

RATING COMMENTS REVMAT'L

SIZE

MAT'L FINWIDTH HT. THK

E01-107 CLEAN STORAGE WD 3' - 0" 7' - 0" 1 3/4" HM PT Smoke 4

E01-108A EXAM ROOM WD 3' - 0" 7' - 0" 1 3/4" HM PT None 1

E01-108B EXAM ROOM WD 3' - 0" 7' - 0" 1 3/4" HM PT None 1

E01-108C EXAM ROOM WD 3' - 0" 7' - 0" 1 3/4" HM PT None 1

E01-109B STORAGE HM 3' - 0" 7' - 0" 1 3/4" HM PT None 1

E01-110 SHARED OFFICE WD 3' - 0" 7' - 0" 1 3/4" HM PT None 2

E01-110A OFFICE WD 3' - 0" 7' - 0" 1 3/4" HM PT None 2

E01-111 N-R MAIN CORRIDOR HM 3' - 6" 7' - 0" 1 3/4" HM PT 90 3

DOOR COMMENTS

1. PASSAGE LATCH.

2. ACCESS CONTROL WITH OFFICE LOCK, FREE EGRESS.

3. ACCESS CONTROL WITH CARD READER AND ELECTRIC STRIKE, FREE EGRESS, OVERHEAD CLOSER.

4. PASSAGE LATCH, OVERHEAD CLOSER.

NUMBER DESCRIPTION DATE

NOTES:

1. HARDWARE IS BY OWNER, COORDINATE WITH OWNER TO MATCH HOSPITAL STANDARDS.

NOTES:

1. BOTTOM OF STRUCTURE OVERHEAD IS 17'-6" TO 18'-0" ABOVE THE FLOOR AND THE HEIGHT VARIES

WITH THE ROOF SLOPING NORTH.

2. FINAL CLEANING TO INCLUDE ALL NEW ROOMS AND EXISTING ROOM E01-109A WAITING ROOM TLT.

3. GROUT SOLID ALL HOLES IN FLOOR SLAB.

4. FOR WORK IN PENTHOUSE SEE MECHANICAL SHEETS AND FIRESTOPPING ON A503.

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

REPAIR EXISTING WALL AND PATCH / PAINT WALL

ROLLER SHADEROLLER SHADE

GENERAL NOTES

1. FOR FINISH DESCRIPTIONS, REFER TO

FINISH PLAN & SPECIFICATIONS.

2. FOR DOOR TYPES, SIZES & FINISHES,

REFER TO DOOR SCHEDULE.

3. ALL CABINETS TO HAVE LOCKABLE

HARDWARE, U.O.N.

SHEET NOTES

1. FOR TYPICAL MOUNTING HEIGHTS, REFER

TO SHEET A6.1.01.

2. ALL CASEWORK TO BE PL-4, U.O.N., REFER

TO FINISH SPECIFICATIONS.

3. ALL COUNTERTOPS, BACKSPLASHES &

WORK SURFACES TO BE SS-3, U.O.N.,

REFER TO FINISH SPECIFICATIONS.

4. FOR WHITEBOARDS REFER TO

SPECIFICATION SECTION 10115.

5. FOR CORKBOARDS, REFER TO

SPECIFICATION SECTION 10110.

6. WHERE CRASHRAIL OR HANDRAIL MEETS

ADJACENT PERPENDICULAR SURFACES,

HOLD SHORT BY 1" & CAP W/

STANDARD STAINLESS STEEL END CAP,

TYP.

2'

0" UNDERCOUNTER FILE CABINETS - LOCKABLE

COUNTERTOP

UPPER CABINETS - LOCKABLE

4' -6

3'

-6

RUBBER BASE BEYOND

RUBBER BASE

FINISHED SIDE

PANEL

3'

RUBBER BASE

WALL PROTECTION

PAINTED GYP BD

WASTE RECEPTICLE

SHARPS RECEPTICLE

SOAP DISP

PAPER TOWEL DISP

SINK CABINET

DRAWER CABINET

UPPER CABINET

UNDERCOUNTER REFRIGERATOR

RUBBER BASE BEYOND

2' -1

0"

4' -6

3'

-6

4' -6

3'

-6

UNDERCOUNTER REFRIGERATOR

2' -1

0"

4' -6

3'

-6

SOAP DISPENSER

PAPER TOWEL DISPENSER

3' -6

5'-0"

EQ EQ EQ EQ

RUBBER BASE

WALL PROTECTION

RUBBER BASE

PAINTED GYP BD

3'

3'

WALL PROTECTION

PAINTED GYP BD

RUBBER BASE

0'

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

16'8' 16'4'2'

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A411

INTERIOR ELEVATIONS

SCALE: SHEET:1/4" = 1'-0" A411B1

OFFICE/SHARED OFFICE - W

SCALE: SHEET:1/4" = 1'-0" A411E4

RECEPTION RM E01-111 - W

SCALE: SHEET:1/4" = 1'-0" A411C4

TYPICAL EXAM RM - E

SCALE: SHEET:1/4" = 1'-0" A411C3

TYPICAL EXAM RM - S

SCALE: SHEET:1/4" = 1'-0" A411D4

CLEAN STORAGE RM E01-107 - E

SCALE: SHEET:1/4" = 1'-0" A411D3

CLEAN STORAGE RM E01-107 - W

SCALE: SHEET:1/4" = 1'-0" A411E3

SHARED OFFICE RM E01-110 - E

SCALE: SHEET:1/4" = 1'-0" A411C2

TYPICAL EXAM RM - W

SCALE: SHEET:1/4" = 1'-0" A411C1

TYPICAL EXAM RM - N

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

THE PARTITION TYPE SYMBOL, ILLUSTRATED BELOW, REPRESENTS THE COMPLETE EXTENT OF ALL PARTITIONS INDICATED

BY THE SYMBOL ON THE FLOOR PLANS, AND OTHER DRAWINGS IN THE PROJECT DOCUMENTS.

REFER TO THE FIRE RATING LEGEND FOR THE FIRE-RESISTANCE CLASSIFICATION NOTED BY THE "FIRE RATING INDICATION"

ON THE TAG, FOR EXAMPLE: "1" = 60 MIN FIRE-RESISTANCE RATED ASSEMBLY.

REFER TO METAL STUD SIZE OR CMU NOM WIDTH AS INDICATED BY THE "METAL STUD/CMU WIDTH" CHARACTER ON THE

TAG, AS SHOWN ON PARTN TYPE DETAILS, FOR EXAMPLE: "3" = 3-5/8" METAL STUDS.

ALL METAL STUDS SHALL BE MINIMUM 20 GAUGE, UON.

PARTITION TYPE TAG:

PARTITION (AS INDICATED ON FLOOR PLANS)

FIRE RATING INDICATION

PARTITION TYPE

MET STUD/ CMU WIDTH/ CAVITY WIDTH FOR CHASE WALL

PARTITION TYPE MODIFIER, GYP TYPE, OUTER LAYER TAG SIDE

2A3-XX/XX

PARTITION TYPE MODIFIERS:

THE FOLLOWING NOTES APPLY TO THE FULL EXTENT OF EACH PARTN, WHERE "PARTN TYPE MODIFIER"

CHARACTER(S) ARE SHOWN ON THE WALL TAG:

A. GYP WALL BOARD

B. WATER RESISTANT GYP WALL BOARD

C. FIBER REINFORCED IMPACT RESISTANT GYP WALL BOARD

D. FIBER REINFORCED IMPACT RESISTANT GYP WALL BOARD BONDED WITH16GA METAL PANEL UP TO 8'-0"

AFF ABOVE 8'-0" FIBER REINFORCED IMPACT RESISTANT GYP WALL BOARD

E. GYP WALL BOARD UP TO 8'-0" AFF ABOVE 8'-0" FIBER REINFORCED IMPACT RESISTANT GYP WALL BOARD

F. NOT USED

G. 1" GYP SHAFT LINER PANEL

L1. 0.79 MM. LEAD LINED GYPSUM WALLBOARD

L2. 1.58 MM. LEAD LINED GYPSUM WALLBOARD

PARTITION TYPE GENERAL NOTES

FIRE RATING LEGEND

THE COMPLETE ASSEMBLY OF EACH PARTITION WITH A FIRE RATING INDICATION SYMBOL SHOWN ON THE TAG, SHALL COMPLY WITH ALL REQUIREMENTS OF THE FIRE-RESISTANCE RATING CLASSIFICATION:

SYMBOL RATING CLASSIFICATION

<OMITTED> NON-RATED PARTITION, UON

1 60 MIN FIRE-RESISTANCE RATED FIRE PARTITION

2 120 MIN FIRE-RESISTANCE RATED FIRE BARRIER

3 180 MIN FIRE-RESISTANCE RATED FIRE BARRIER

4 240 MIN FIRE-RESISTANCE RATED FIRE BARRIER

PARTITION TYPE MODIFIER, GYP TYPE, INNER LAYER TAG SIDE

PARTITION TYPE MODIFIER, GYP TYPE, INNER LAYER OPPOSITE TAG SIDE

PARTITION TYPE MODIFIER, GYP TYPE, OUTER LAYER OPPOSITE TAG SIDE

PARTITION TYPE MODIFIER, INSULATION, / = BATT INSULATION % = NO BATT INSULATION

1/ 4"

5/ 8"

BOTTOM OF STRUC

"NON-RATED PARTITION TO STRUC"

DETAILS INDICATE ATTACHMENT TO

STRUC

MET TOP RUNNER TRACK,

AS INDICATED ON

REFERNECE DETAIL

CEILING AS SCHED

MET STUD WIDTH:

MET STUDS SHALL

BE @ 16" OC, UON

DESIGNATION STUD WIDTH

2-1/2"

3-5/8"

4"

6"

5/8" GYP BD, EA SIDE OF

MET STUDS. SEE WALL

TAG FOR GYP TYPE &

NUMBER OF LAYERS

INSULATION BATT WHERE

SCHEDULED

MIN 1/8" PDF @ 24" OC, MIN 1-1/4"

EMBEDMENT. SEE STRUCTURAL

DRAWINGS FOR EMBEDMENT

RESTRICTIONS.

MET BOTTOM RUNNER TRACK

SEALANT BOTH SIDES OF PARTN,

TYP.

CONCRETE SLAB

FIRE RATING: NON RATED

A910-1010A-0

A9.1.10

A9.1.10

A9.1.10

P

LA

N V

IE

W

1/ 4"

CEILING AS SCHED

INSULATION BATT WHERE

SCHEDULED

MET STUD WIDTH:

MET STUDS

INDICATED @ 16" OC,

UON

DESIGNATION STUD WIDTH

2-1/2"

3-5/8"

5/8" GYP BD. SEE WALL TYPE

TAG FOR GYP TYPE &

NUMBER OF LAYERS

MIN 1/8" PDF @ 24" OC, 1-1/4" MIN

EMBEDMENT. SEE STRUCTURAL

DRAWINGS FOR EMBEDMENT

RESTRICTIONS.

MET BOTTOM RUNNER TRACK

SEALANT

CONCRETE SLAB

FIRE RATING: NON RATED

A910-1010G-0

4 4"

6 6"

P

LA

N V

IE

W

5' - 0"3'-0" TO 6'-6" MAX 5' - 0" 5' - 5 1/8"3'-0" TO 6'-6" MAX 3'-0" TO 6'-6" MAX

3-5/8"x20 GA MIN MET

STUD LATERAL BRACING

45 DEG EA DIRECTION TO

STRUC, @ EA JAMB OF

OPNG, AND @ 48" OC MAX

TYP MET TOP RUNNER

TRACK: GAUGE AS

INDICATED BY PARTN

TYPE @ 3'-0" TO

4'-6" OPNG, 20 GA MIN

EXTEND TO 12" EA SIDE

OF OPNG > 4'-6"

TYP HEADER @ OPNG: MET

RUNNER TRACK @ 3'-0" TO

4'-6" OPNG, DBL 20 GA MIN

MET STUD + 20 GA MIN MET

RUNNER TRACK @ OPNG >

4'-6"

PARTN MTD HANDRAILS/GRAB BARS: TYP

MET ANCHOR BRACKET, SPAN (2) MET

STUDS MIN @ EA ATTACHMENT POINT

PARTN MTD CASEWORK & EQUIP MET

ANCHOR BRACKETS: CONT FULL LENGTH

OF EA ASSEMBLY, SPAN (3) MET STUDS

MIN, COORD LOCATION

W/CASEWORK/EQUIP SCHED & MFR MTG

INSTRUCTIONS, LOCATE MET ANCHOR

BRACKETS @ CL OF ATTACH PT, UON

OPEN FIN CLG

STRUC

FLOOR SLAB

DOOR OPNG @ FL TO CLG PARTN DOOR OPNG @ FULL HT PARTN

PARTN TYPE

AS SCHED

DUCT OPENING

TYP CORNER: PROVIDE (3) MET

STUDS MIN CORNER FRAMING

ANCHOR BRACKETS CORNER

TYP MET

BOTTOM

RUNNER TRACK,

ATTACH W/ MIN

1/8" PDF @ 24"

OC, 1-1/4" MIN

EMBEDMENT

DBL MET STUDS

@ ALL DOOR

JAMBS, AND

DUCT OPNG >

3'-0" W, 20 GA

MIN @ ALL

OPNG > 4'-6" W

2"x2"x2OGA MET

ANCHOR ANGLE,

FULL WIDTH OF MET

STUD, @ MET

STUDS 20GA OR

GREATER

A910-3211A

6' - 0"ROUGH OPENING

24"Lx16GA MET TOP RUNNER TRACK W/

3"L LEGS & 1-1/2" DEFLECTION ANCHOR

SLOTS @ EACH MET STUD, ATTACH TO

STRUC W/ (4) MIN 1/8" PDF, 1-1/4" MIN

EMBEDMENT BOTTOM OF STRUC

(2) 16 GA MET STUDS,

WIDTH AS SCHED, @ EA

JAMB - WELD TOGETHER

@12"OC AND TO MET

BOTTOM RUNNER TRACK

3-1/2"x12 GA MET ANCHOR

ANGLES, FULL WIDTH OF

MET STUD, WELD TO MET

STUD AND HEADER

MIN HEADER: MET RUNNER

TRACK & (2) 16 GA MET STUDS,

WIDTH AS SCHED - WELD

TOGETHER @ MIN 12"OC

PARTN TYPE MET

STUDS AS SCHED

MIN 8"Lx16 GA MET BOT

RUNNER TRACK, ATTACH

W/ (4) MIN 1/8" PDF, 1-1/4"

MIN EMBEDMENT

3-1/2"x12 GA MET ANCHOR

ANGLE, FULL WIDTH OF MET

STUD, WELD TO MET STUDS

& MET BOTTOM RUNNER

TRACK

FLOOR SLAB

A910-3211B

6" MAX BEYOND LAST

ANCHOR BRACKET

ATTACHMENT POINT

MIN 3-5/8" X 20 GA MET STUDS @

HANDRAIL/GRAB BAR ANCHOR

BRACKETS, MIN 20 GA MET STUDS @

CASEWORK/EQUIP ANCHOR

BRACKETS, & DBL STUDS @ ANCHOR

BRACKETS @ END OF PARTN

ATTACH ANCHOR BRACKET

TO EA MET STUD W/ MIN (3) #8

SELF-TAP SM SCREWS

MET ANCHOR BRACKET: 6"x16

GA UNPUNCHED MET STUD

WITH FLANGES COPED AT EA

VERTICAL MET STUD, SPAN (2)

STUDS MIN, & CONT FULL

LENGTH OF EA ATTACHMENT

NOTES:

1.

2.

PARTN MTD HANDRAILS/GRAB BARS:

PROVIDE MET ANCHOR BRACKET @ EA

ATTACHMENT POINT, SPAN (2) STUDS

MIN

PARTN MOUNTED CASEWORK/EQUIP: PROVIDE

MET ANCHOR BRACKET @ CL OF EA ATTACH

POINT, CONT FULL LENGTH OF EA ASSEMBLY,

SPAN (3) STUDS MIN, COORD LOCATION W/

CASEWORK/EQUIP SCHED & MFR MOUNTING

INSTRUCTIONS

A910-3212A

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

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A501

PARTITION TYPE

SCALE: SHEET:3" = 1'-0" A501A4

TYPE A: FULL HT PARTN, NON RATED

SCALE: SHEET:3" = 1'-0" A501A3

TYPE G: FULL HT FURRING

SCALE: SHEET:3/8" = 1'-0" A501D3

TYP MET STUD FRAMING DIAGRAM

SCALE: SHEET:3/8" = 1'-0" A501D2

MET STUD FRAMING AT DOORS

SCALE: SHEET:1 1/2" = 1'-0" A501B1

TYP MET STUD ANCHOR BRACKET

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

5/ 8"

CONCRETE

FILL OVER

METAL DECK

2"Wx18 GA MET STRAPS @

12" OC, SPAN 2 MET DECK

FLUTES MIN, ATTACH W/

MIN (1)1/8" PDF EA SIDE OF

STRAP, 1" MIN EMBEDMENT

TOP OF MET STUD

ATTACH GYP BD, BOTH SIDES

OF PARTN TYPE, TO MET

STUDS ONLY, MIN 1/2" BELOW

MET TOP RUNNER TRACK

MET TOP RUNNER TRACK, 20

GA MIN, W/ 2-1/2"L SLOTTED

LEGS, ATTACH W/ MIN #8 SM

SCREWS @ 12" OC

PARTITION TYPE AS

SCHEDULED

INSUL BATTS , TYP.

A910-3012E

INSULATION FULL

DEPTH OF MET DECK

FLUTES & PARTITION

WIDTH, TYP.

SEALANT BOTH SIDES OF

PARTITION

CONCRETE FILL

OVER METAL DECK

TOP OF MET STUD

MET TOP RUNNER TRACK, 20

GA MIN, W/ 2-1/2"L SLOTTED

LEGS, ATTACH W/ 1/8" PDF @

12" OC, 1" MIN EMBEDMENT

ATTACH GYP BD, BOTH SIDES

OF PARTN TYPE, TO MET

STUDS ONLY, MIN 1/2" BELOW

MET TOP RUNNER TRACK

BATT INSUL, TYP.

PARTITION TYPE AS

SCHEDULED

A910-3012F

5/ 8"

SEALANT BOTH SIDES OF

PARTITION

INSULATION FULL DEPTH OF

MET DECK FLUTES & PARTITION

WIDTH, TYP.

5/ 8"

CONCRETE SLAB OR BEAM

MET TOP RUNNER TRACK, 20

GA MIN, W/ 2-1/2"L SLOTTED

LEGS, ATTACH W/ MIN 1/8"

PDF @ 12" OC, 1" MIN

EMBEDMENT

ATTACH GYP BD, BOTH

SIDES OF PARTN TYPE, TO

MET STUDS ONLY, MIN 1/2"

BELOW MET TOP RUNNER

TRACK

PARTITION TYPE AS

SCHEDULED

TOP OF MET STUD

INSULATION WHERE

SCHED

A910-3010D

SEALANT BOTH SIDES OF

PARTITION

1"

1/4" REVEAL

1/4" REVEAL

ALIGN

CORNER BEAD @ ALL

EXPOSED CORNERS

3-5/8"x20 GA MET STUDS

AROUND FEC OPNG

1-1/2"x1-1/2"x20ga MET ANGLE

@ ALL (4) SIDES OF RATED

PARTN TYPE OPNG, ATTACH

TO MET STUDS W/ #8 SELF-

TAP SM SCREWS @ 12"OC

PARTN TYPE AS SCHED

5/8" TYPE "X" GYP BD, 1 LAYER

INSIDE FEC OPNG @ RATED

PARTN TYPE AS SCHED,

ATTACH TO MET ANGLES W/ #

8 SELF-TAP SM SCREWS @

12"OC

FULLY RECESSED MET

FIRE EXTINGUISHER

CAB, COORD OPNG SIZE

& DEPTH W/

MANUFACTURER

FEC ELEVATION

M A

X

ELEVATION

MET 1/8" REVEAL

"Z" MOLD

AROUND OPNG,

MTD TIGHT TO

FO FEC, FINISH

FLUSH W/ FO

GYP BD

PLAN

RATED PARTN TYPENON-RATED PARTN TYPE

A910-3810A

U O

N

1/ 4"

BOTTOM OF STRUC

MET TOP RUNNER TRACK,

AS INDICATED ON

REFERNECE DETAIL

6" MET STUD

@ 16" OC, UON

MIN 1/8" PDF @ 24" OC, MIN 1-1/4"

EMBEDMENT

MET BOTTOM RUNNER TRACK

CONCRETE SLAB

NOTE:

CEILING AS SCHED

48" MET TRACK, 6" X 20 GA, CENTERED

ON THE SPLICE, ON THE BACK SIDE OF

THE STUD, WITH (6) #8 SCREWS TOP

AND BOTTOM, EQUALLY SPACED

SPLICE IS A CONSTRUCTION OPTION TO GET

SHORTER LENGTH STUDS INTO THE FACILITY

THEN EXTEND TO FULL HEIGHT IN THE FIELD

(DECK TO DECK)

5/8" TYPE 'X' GYP BD, EA

SIDE OF MET STUDS. SEE

WALL TYPE TAG FOR GYP

TYPE & NUMBER OF LAYERS

3" INSULATION BATT

WHERE SCHEDULED

SEALANT BOTH SIDES OF PARTN,

TYP.

E5

A503

C5

A503

E Q

E Q

MID-SPAN, TYPICAL

P

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1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

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219006

JUNE 5, 2023

JM

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A502

PARTITION DETAILS

SCALE: SHEET:3" = 1'-0" A502B5

NON-RATED PARTITION TO STRUC MET DECK

SCALE: SHEET:3" = 1'-0" A502C5

NON-RATED PARTN TO STRUC MET DECK

SCALE: SHEET:3" = 1'-0" A502E5

NON-RATED PARTN TO STRUC @ CONC

SCALE: SHEET:1 1/2" = 1'-0" A502B2

FULLY REC FIRE EXTINGUISHER CAB

SCALE: SHEET:3" = 1'-0" A502B4

SPLICED PARTITION FRAMING

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

FL EL

RESILIENT FLOOR AS

SCHED

RESILIENT FLOOR AS

SCHED

COLOR CHANGE

ALIGNED @ FRAME

DOOR AND FRAME AS SCHED

ALIGN

FLOOR SLAB

1/ 2"

SMOKE SEAL AS REQ'D. SEE

DOOR HARDWARE SCHEDULE

FL EL

RESILIENT FLOOR AS SCHED

SEALED CONCRETE

FLOOR AS SCHED

RESILIENTL TRANSITION

STRIP

1/ 4"

DOOR AND FRAME AS SCHED

FLOOR SLAB

FL EL

RESILIENT FLOOR AS

SCHED

RESILIENT TRANSITION

STRIP

CARPET AS SCHED

FLOOR SLAB

DOOR FRAME WHERE

SCHED.

FL EL

RESILIENT FLOOR AS

SCHED

RESILIENT FLOOR AS

SCHED

COLOR CHANGE

ALIGNED @ FRAME

FRAME AS SCHED

ALIGN

FLOOR SLAB

FL EL

PARTN TYPE AS SCHED

RUBBER BASE AS SCHED.

CARPET AS

SCHED.

LINE OF FLOOR SLAB

FINISH AS SCHED.

FL EL

PARTN TYPE AS SCHED

RUBBER BASE AS SCHED.

FINISHED FLOOR AS

SCHED.

LINE OF FLOOR SLAB

R E

F E

R T

O R

O O

M F

IN

IS

H S

C H

E D

PAINT AS SCHED.

ADHESIVE TO BE

CONTINUOUS @ TOP

AND BOTTOM EDGE,

TYP. TO PROVIDE

SEAL AS REQ'D BY

CODE

FL EL

PARTN TYPE AS SCHED

RUBBER BASE AS SCHED.

FINISHED FLOOR AS

SCHED.

LINE OF FLOOR SLAB

R E

F E

R T

O R

O O

M F

IN

IS

H S

C H

E D

WALL PROTECTION AS

SCHED., RUN DOWN BEHIND

RUBBER BASE

ADHESIVE TO BE

CONTINUOUS @ TOP

AND BOTTOM EDGE,

TYP. TO PROVIDE

SEAL AS REQ'D BY

CODE

NOTES:

1. COMPLY WITH UL DESIGN

XHEZ.W-J-7006.

2. CONTRACTORS OPTION IN

LIEU OF MINERAL WOOL: USE

1/8" MINIMUM THICK SPRAY

FIRE STOPPING WITH 2"

OVERLAP ONTO BOTH THE

DUCT AND THE WALL, ON

BOTH SIDES OF THE WALL,

PER UL DESIGN.

EXISTING CMU 2 HOUR FIRE

RATED PENTHOUSE WALL

(1 6"

X

O

P E

N

IN

G

1' -4

REMOVE ONLY FULL CMU BLOCKS

12"X12" DUCT

SEE MECHANICAL DRAWINGS

T Y

P

1" M

IN

TYP

2" MIN

16 GAUGE GALVANIZED

STEEL ANGLES, ALL SIDES

OF PENETRATION, BOTH

SIDES OF WALL

NO 8 X 1/2" SHEET METAL

SCREWS AT 6" O.C. MAX

2" 4 PCF MINERAL WOOL

BATT INSULATION

B1

A503

12"X12" DUCT

SEE MECHANICAL DRAWINGS

16 GAUGE GALVANIZED

STEEL ANGLES, ALL SIDES

OF PENETRATION, BOTH

SIDES OF WALL

NO 8 X 1/2" SHEET METAL

SCREWS AT 6" O.C. MAX

TYP

1" MAX

TYP

6" O.C. MAX

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

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219006

JUNE 5, 2023

JM

CT

A503

INTERIOR DETAILS

SCALE: SHEET:6" = 1'-0" A503A5

RESILIENT TO RESILIENT FLOORING @ DOOR

SCALE: SHEET:6" = 1'-0" A503A2

RESILIENT TO CONCRETE

SCALE: SHEET:6" = 1'-0" A503A3

RESILIENT TO CARPET

SCALE: SHEET:6" = 1'-0" A503A4

RESILIENT TO RESILIENT @ FRAMED OPENING

SCALE: SHEET:6" = 1'-0" A503B4

RUBBER BASE @ CARPET

SCALE: SHEET:6" = 1'-0" A503B5

RUBBER BASE @ PAINTED WALL

SCALE: SHEET:6" = 1'-0" A503B3

RUBBER BASE @ WALL PROTECTION

SCALE: SHEET:3" = 1'-0" A503B2

THROUGH-PENETRATION FIRESTOP SYSTEM

SCALE: SHEET:3" = 1'-0" A503B1

THROUGH-PENETRATION FIRESTOP ELEVATION

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

2'

, U O

N

U O

N

CAB DOOR AS

INDICATED

MULTIPLE HOLE & PIN SUPPORTS ,

@ MIN 2" OC

VERT BRACE @ EACH PANEL JT,

AND MAX 18" OC

(1) 3/4" PLYWD ADJ SHELF ,

P - LAM FINISH & EDGE BANDING

(2) CONT WD CLEATS , ATTCH CAB

TO MET ANCHOR BRACKETS

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

CAB HARDWARE AS SCHED

WALL CAB MOUNTING HGHT

AS INDICATED

DP

LIGHT FIXTURE AS SCHED

PARTITION & WALL FINISH

AS INDICATED

1' - 2" , UON

5" MIN

2"

1/ 2"

1/ 4"

/2

V A

R

IE

S

CEILING AS SCHED

FIXED PANELS AS

INDICATED

P - LAM FINISH & EDGE BANDING

@ REVEAL & EACH PANEL JOINT

ATTACH TO CAB W / MIN (2) 10 SCREWS

@ 12" OC , W / PLASTIC CAPS

3"

VERT BRACE @ EACH PANEL

JT , AND MAX 18" OC

(1) 3/4" PLYWD ADJ SHELF ,

P - LAM FINISH & EDGE

BANDING

(2) CONT WD CLEATS , ATTACH CAB

TO MET ANCHOR BRACKETS

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

WALL CAB MOUNTING HGHT

AS INDICATED

DP

LIGHT FIXTURE AS SCHED

PARTITION & WALL FINISH

AS INDICATED

1/ 2"

V A

R

IE

S

CEILING AS SCHED

FIXED PANELS AS INDICATED

P - LAM FINISH & EDGE BANDING

@ REVEAL & EACH PANEL JOINT

ATTACH TO CAB W / MIN (2) # 10

SCREWS @ 12" OC , W / PLASTIC

CAPS

U O

N

3"

2'

, U O

N

1' - 2" , UON

2"

1/ 4"

5" MIN

PARTITION TYPE AS SCHED

BACKSPLASH/WALL FINISH

AS SCHED

(2) METAL ANCHOR

BRACKETS @ EACH BASE

CABCOUNTERTOP AS SCHED

CAB HARDWARE AS SCHED

MULTIPLE HOLE & PIN SUPPORTS ,

@ MIN 2" OC

3/4" PLYWD ADJ SHELF,

P - LAM FINISH & EDGE BANDING

(2) CONT WD CLEATS , ATTACH

CAB W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

BASE CABINET

CAB DOOR AS INDICATED

BASE AS SCHED

FL FINISH AS SCHED

2' - 1" , UON

2'

0"

U

O N

FL

EL

4"

1/ 2"

2"

PARTITION TYPE AS SCHED

BACKSPLASH/WALL FINISH

AS SCHED

(2) METAL ANCHOR

BRACKETS @ EACH BASE

CABCOUNTERTOP AS SCHED

MULTIPLE HOLE & PIN SUPPORTS ,

@ MIN 2" OC

(2) 3/4" PLYWD ADJ SHELF ,

P-LAM FINISH & EDGE BANDING

(2) CONT WD CLEATS , ATTACH CAB

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

BASE CABINET BEYOND

BASE AS SCHED

FL FINISH AS SCHED

2' - 1" , UON

2'

0"

U

O N

FL

EL

1/

2"

2"

4"

3/4"

BACKSPLASH AS SCHED

COUNTER TOP AS SCHEDULED

3/4" MDF BD FIXED PANEL

APRON , PLAIN FINISH AS SCHED

SINK AS SCHED

8"

3/4"

2'

0"

3/4" MDF BD W / PLAM FINISH EDGE

BANDING , REMOVABLE ACCESS PANEL ,

LOCATE W / MIN ADA ACCESSIBLE

CLEARANCE AS SHOW

FINISH FLOOR LINE

MDF BD BACK PANEL

PLAIN FINISH AS

SCHED

MIN ADA ACCESSIBLE

CLEARENCES

1/

2"

1/ 2"

4"

5"

FL

EL

PARTITION TYPE AS SCHED

BACKSPLASH / WALL FINISH

AS SCHED

COUNTERTOP AS SCHED

CAB HARDWARE AS SCHED

(2) CONT WD CLEATS , ATTACH CAB

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

BASE AS SCHED

FL FINISH AS SCHED

2' - 1" , UON

2'

0"

U

O N

FL

EL

4"

1/ 2"

2"

(2) DRAWER ON FULL

EXTENT SLIDES , AS SCHED

CAB DRAWER FRONT

AS INDICATED

(2) METAL ANCHOR BRACKETS

@ EACH BASE CAB

U O

N

1'

/4

1'

/4

PARTITION TYPE AS SCHED

BACKSPLASH / WALL FINISH

AS SCHED

COUNTERTOP AS SCHED

CAB HARDWARE AS SCHED

(2) CONT WD CLEATS , ATTACH CAB

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

BASE AS SCHED

FL FINISH AS SCHED

2' - 1" , UON

2'

0"

U

O N

FL

EL

4"

1/ 2"

2"

(3) DRAWER ON FULL

EXTENT SLIDES , AS SCHED

CAB DRAWER FRONT

AS INDICATED

(2) METAL ANCHOR BRACKETS

@ EACH BASE CAB

U O

N

1/

8"

U O

N

1/

8" 1'

/4

PARTITION TYPE AS SCHED

BACKSPLASH / WALL FINISH

AS SCHED

COUNTERTOP AS SCHED

CAB HARDWARE AS SCHED

(2) CONT WD CLEATS , ATTACH CAB

W / MIN # 10 STS @ 18" OC

W / PLASTIC CAPS MIN (2) PER CAB

BASE AS SCHED

FL FINISH AS SCHED

2' - 1" , UON

2'

0"

U

O N

FL

EL

4"

1/ 2"

2"

U O

N

E Q

E Q

E Q

E Q

(4) DRAWER ON FULL

EXTENT SLIDES , AS

SCHED

CAB DRAWER FRONT

AS INDICATED

(2) METAL ANCHOR BRACKETS

@ EACH BASE CAB

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

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219006

JUNE 5, 2023

JM

CT

A504

CASEWORK - TYPICAL

DETAILS

SCALE: SHEET:1 1/2" = 1'-0" A504E5

WALL CABINET, SOFFIT PANEL

SCALE: SHEET:1 1/2" = 1'-0" A504E4

WALL CAB , OPEN ADJ SH , SOFFIT PANEL

SCALE: SHEET:1 1/2" = 1'-0" A504A4

BASE CABINET DET

SCALE: SHEET:1 1/2" = 1'-0" A504A3

BASE CABINET DET

SCALE: SHEET:1 1/2" = 1'-0" A504A5

BASE CAB - SINK, KNEE SPACE PANEL DET

SCALE: SHEET:1 1/2" = 1'-0" A504C5

BASE CABINET W / DRAWERS DET

SCALE: SHEET:1 1/2" = 1'-0" A504C4

BASE CABINET W / DRAWERS DET

SCALE: SHEET:1 1/2" = 1'-0" A504C3

BASE CABINET W / DRAWERS DET

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

LOCATION OF SURFACE SCORING

WHERE APPLICABLE.

2' X 2' ACCOUSTICAL TILE, TYP.

ACCEPTABLE LOCATIONS FOR

DETECTORS / SPRINKLERS, TYP.

E Q

E Q

LOCATION OF SURFACE SCORING

WHERE APPLICABLE.

2' X 4' ACCOUSTICAL TILE, TYP.

ACCEPTABLE LOCATIONS FOR

DETECTORS / SPRINKLERS, TYP.

EQ EQ EQ EQ

E Q

E Q

EQ EQ

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

M A

X

8" MAX.

T O

F

IR

T

B

R A

C

IN

G

TO FIRST

BRACING WALL LINE

C R

O S

S

T

B A

R

FIRST BRACING POINT FROM WALL

4 WAY-45 DEGREE DIAGONAL 12 GA.

WIRE BRACING & COMPRESSION STRUT @

12'-0" O.C. BOTH WAYS AT CEILINGS IN IBC

CATEGORIES D,EF AND OVER 144SF

12 GA. VERTICAL HANGER WIRES @

4'-0" O.C. EACH WAY

MAIN `T` BAR

12 GA. VERTICAL HANGER WIRES @ PERIMETER OF

CEILINGS IN IBC CATEGORIES D,E,F AND OVER 144SF

NOTE:

THE ABOVE DIAGRAM SHOWS THE MAXIMUM SPACING OF SUPPORT AND BRACING ELEMENTS. COORDINATE WITH MECHANICAL AND ELECTRICAL ABOVE CEILING ELEMENTS WHILE MAINTAINING MAXIMUM SPACINGS SHOWN.

45° MAX.

45° MAX.

45° MAX.45° MAX.

VERTICAL COMPRESSION STRUT

(ELECTRICAL CONDUIT, EMT) HELD

TIGHT TO STRUCTURE ABOVE.

SLOT TO FIT OVER T-BAR. 12GA.

VERTICAL HANGAR WIRE WITHIN

CONDUIT, SECURED TO MAIN

RUNNER.

1/2" DIA. EMT: 5'-10" MAX. LENGTH

3/4" DIA. EMT: 7'-8" MAX. LENGTH

1" DIA. EMT: 9'-9" MAX. LENGTH

CROSS TEE @ 2'-0" O.C.

MAIN RUNNER @ 4'-0" O.C.

12 GA. HANGER WIRE

TYPICAL @ 4'-0" O.C.

EACH DIRECTION

4-WAY 12 GA.

DIAGONAL BRACE

WIRES AT 45

DEGREES MAX. TO

THE PLANE OF THE

CEILING AND PARALLEL

TO THE INTERSECTING

COMPONENTS AT

THE BRACE LOCATION.

2" MAX.

TYP.

T-BAR UNATTACHED TO WALL ANGLE

T-BAR UNATTACHED TO WALL ANGLE

T -B

A R

U N

A T

T A

C H

E D

T O

W A

LL

A

N G

LE

T -B

A R

U N

A T

T A

C H

E D

T O

W A

LL

A

N G

LE

B4

A505

B4

A505

B4

A505

B4

A505

FLAT PANELS

FLAT PANELS

F

LA

T P

A N

E

LS

F

LA

T P

A N

E

LS

For ceilings in IBC Categories D,E,F and over 144SF

8" MAX.

8" MAX.

1/2" GAP

BETWEEN END

OF T-BAR AND

WALL ANGLE

VERTICAL

HANGER WIRE

WALL ANGLE

CEILING PANEL

7/8"

7/8"

CLIP FASTENED

TO T-BAR

SLIDING CLIP

T-BAR UNATTACHED TO WALL ANGLE

-ATTACH OPPOSITE WALL

T-BAR ATTACHED TO WALL ANGLE

-PROVIDE 1/2" CLEARANCE AND UNATTACHED

CONDITION AT OPPOSITE WALL

T-BAR

T-BAR

FOR CEILINGS IN IBC CATEGORIES D,E,F AND OVER 144SF

8" MAX.

8" MAX.

1/2" GAP

BETWEEN END

OF T-BAR AND

WALL ANGLE

VERTICAL

HANGER WIRE

WALL ANGLE

CEILING PANEL

7/8"

7/8"

CLIP FASTENED

TO T-BAR

SLIDING CLIP

T-BAR UNATTACHED TO WALL ANGLE

-ATTACH OPPOSITE WALL

NOTE:

CUT EDGE OF TILE WHERE REQUIRED.

WHERE CUT, ROUTE OUT TILE FACE TO

MATCH RECESSED JOINTS ELSEWHERE. T-BAR ATTACHED TO WALL ANGLE

-PROVIDE 1/2" CLEARANCE AND UNATTACHED

CONDITION AT OPPOSITE WALL

T-BAR

T-BAR

FOR CEILINGS IN IBC CATEGORIES D,E,F AND OVER 144SF

ACOUSTIC PANEL CEILING

GYPSUM BOARD

6" X 20 GA. METAL STUDS

@ 16" O.C. SUSPENDED AND

BRACED FROM STRUCTURE ABOVE

EXISTING CEILING

AFF

A505

B4

AFF

6"

D

IM

P T

DIAGONAL BRACING, 2-1/2" X 25 GA

METAL STUDS AT 4'-0" O.C.

AFF

CEILING AT

SIM, SEE RCP

1 2 3 4 5

A

B

C

D

E

DRAWING TITLE

REVISIONS

DRAWN BY

CHECKED BY

DRAWING NO

CONSULTANT PROJECT NO

OWNER PROJECT NO

PROJECT NO

DATE

Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size.

/1

/2

:2 :4

P

M

BID SET

In fe c ti o n

C o n tr o l D e p t O

R E

G O

N S

T A

T E

H O

S P

IT

A

L

C E

N T

E R

S T

R E

E T

N E

S A

L E

M O

R

219006

JUNE 5, 2023

JM

CT

A505

TYPICAL CEILING

DETAILS

SCALE: SHEET:3/4" = 1'-0" A505E4

MOUNTING LOCATIONS- ACOUSTIC PANELS

SCALE: SHEET:1/4" = 1'-0" A505C5

DIAGRAM-CEILING PLAN-ACOUSTIC PANEL

SCALE: SHEET:1/4" = 1'-0" A505B5

DIAGRAM - SEISMIC BRACING

SCALE: SHEET:1/8" = 1'-0" A505C4

DIAGRAM-WALL CONDITIONS

SCALE: SHEET:3" = 1'-0" A505A4

WALL CONDITIONS- TEGULAR EDGE

SCALE: SHEET:3" = 1'-0" A505B4

WALL CONDITIONS- FLAT PANEL

SCALE: SHEET:3" = 1'-0" A505C3

ACOUSTIC PANEL CEILING TRANSITION

NUMBER DESCRIPTION DATE

R

EG

IS

TERED ARCHITEC

T

STATE OF OREGON

BJORN

CLOUTEN

E01-2E01-1

E01-A

D05-11 D05-12

D-F

E01-2E01-1

E01-A

D05-11 D05-12

D-F

2 2 2 2

SPRINKLER ZONE BOUNDARY

LIGHT HAZARD

0.10 GPM / 1500 SF

RECEPTION

E01-111

SHARED OFFICE

E01-110

WAITING ROOM TLT

E01-109A

EXAM ROOM

E01-108A

WAITING

E01-109

EXAM ROOM

E01-108B

EXAM ROOM

E01-108C

OFFICE

E01-110A

CLEAN STORAGE

E01-107

STORAGE

E01-109B

AC - AIR COMPRESSOR

ACC - ACCESS

ACV - ALARM CHECK VALVE

ADJ - ADJUSTABLE

AFF - ABOVE FINISHED FLOOR

ALT - ALTERNATE

AHJ - AUTHORITY HAVING

JURISDICTION

AP - ACCESS PANEL

APPROX - APPROXIMATE

ARCH - ARCHITECTURAL

ASSY - ASSEMBLY

ATS - AUTOMATIC TRANSFER SWITCH

BLDG - BUILDING

BOP - BOTTOM OF PIPE

BOT - BOTTOM

BTWN - BETWEEN

CFCI - CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CL - CENTERLINE

CLG - CEILING

CONN - CONNECTION / CONNECT

CONTR - CONTRACTOR

CORR - CORRIDOR

CU - COPPER

D - DRAIN LINE

DCBP - DOUBLE CHECK

BACKFLOW PREVENTER

DDBP - DOUBLE DETECTOR

BACKFLOW PREVENTER

DET - DETAIL

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DSPR - DRY SPRINKLER PIPE

DWG - DRAWING

EA - EACH

ELEV - ELEVATION

EQUIP - EQUIPMENT

ETR - EXISTING TO REMAIN

EXT - EXTERIOR

F - FIRE SUPPLY

FACP - FIRE ALARM CONTROL PANEL

FDC - FIRE DEPARTMENT CONNECTION

FDV - FIRE DEPARTMENT VALVE

FHC - FIRE HOSE CABINET

FHR - FIRE HOSE RACK

FLR - FLOOR

FMG - FACTORY MUTUAL GLOBAL

FPC - FIRE PUMP CONTROLLER

FPTH - FIRE PUMP TEST HEADER

FS - FLOW SWITCH

FT - FEET

FTG - FOOTING

FVC - FIRE VALVE CABINET

GA - GAUGE

GAL - GALLON

GALV - GALVANIZED

GPM - GALLONS PER MINUTE

HD - HUB DRAIN

IBC - INTERNATIONAL BUILDING CODE

ID - INSIDE DIAMETER

IE - INVERT ELEVATION

IFC - INTERNATIONAL FIRE CODE

IN - INCHES

JP - JOCKEY PUMP

JPC - JOCKEY PUMP CONTROLLER

L - LENGTH

LBS - POUNDS

MAX - MAXIMUM

MEZZ - MEZZANINE

MFR - MANUFACTURER

MIN - MINIMUM

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

NC - NORMALLY CLOSED

NFPA - NATIONAL FIRE PROTECTION

ASSOCIATION

NO - NORMALLY OPEN

NOM - NOMINAL

NPT - NATIONAL PIPE THREAD

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OFCI - OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI - OWNER FURNISHED

OWNER INSTALLED

PIV - POST INDICATOR VALVE

PLBG - PLUMBING

PRESS - PRESSURE

PRV - PRESSURE REDUCING VALVE

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PSIG - POUNDS PER SQUARE INCH

GAUGE

RAD - RADIUS

REC - RECESSED

REQD - REQUIRED

RI - ROUGH-IN

RPM - REVOLUTIONS PER MINUTE

RPBP - REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RV - RELIEF VALVE

SCH - SCHEDULE

SHT - SHEET

SPEC - SPECIFICATION

SPR - SPRINKLER

SQ - SQUARE

S/S - STAINLESS STEEL

STRU - STRUCTURAL / STRUCTURE

TEMP - TEMPERATURE

TC - TEST CELL

TOB - TOP OF BEAM

TOD - TOP OF DECK

TOJ - TOP OF JOIST

TOS - TOP OF SLAB / TOP OF STEEL

TYP - TYPICAL

UBC - UNIFORM BUILDING CODE

UFC - UNIFORM FIRE CODE

UNO - UNLESS NOTED OTHERWISE

V - VALVE

VEL - VELOCITY

VESDA - VERY EARLY SMOKE

DETECTION APPARATUS

VOL - VOLUME

W - WIDTH

W/ - WITH

W/O - WITHOUT

ABBREVIATIONS

FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

SYMBOLS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO

NOT APPLY TO THIS PROJECT.

FIRE PROTECTION SYMBOLS

SPRINKLER PIPE TEXT

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