NPI_TI_-_12725_MILLIKAN_WAY_-_ARCHITECTURAL_PLANS.pdf

22371.00

BID / PERMIT DOCUMENTS / MARCH 29, 2024

NON-PROFIT INCUBATOR

707 SW Washington Street | Suite 1200 | Portland, OR 97205 t 503 221 0150 f 503 295 0840

Contact:

Fax:

Tel: 503-221-0150

503-295-0840

Crystal Sanderson

INTEGRUS ARCHITECTURE

ARCHITECT

707 SW Washington St, Suite 1200 Portland, OR. 97205 USA

Contact:

Fax:

Tel: 971-246-0197

503-350-4052

Gary Thompson

CITY OF BEAVERTON

CLIENT

4755 SW GRIFFITH DRIVE

BEAVERTON, OR 97005

TEAM DIRECTORY

Fax:

Tel: 503-526-2493

503-526-2550

CITY OF BEAVERTON

BUILDING / PLANNING

AUTHORITY

12725 SW MILLIKAN WAY, 4TH FLOOR

BEAVERTON, OR 97005

Contact:

Fax:

Tel: 503-771-1986

Rick Harrison

REYES ENGINEERING

LOW-VOLTAGE

329 NE Couch St.

Portland, OR. 97232

Contact:

Fax:

Tel: 951-902-6600

Nick Corley

BORDER STATES ENGINEERING SERVICES

ELECTRICAL ENGINEER

2363 Industrial Avenue Hubbard, OR 97032

Contact:

Fax:

Tel: 503-278-4762

Mark Godfrey

O- LIGHTING

LIGHTING

1319 SE Martin Luther King Jr Blvd Suite 210 Portland, OR 97219

A1.01

SIM

SYMBOLS LEGEND

LETTERS HORIZONTAL

NUMBERS VERTICAL0GRID TAG

DOOR TAG

GRID LINE

DOOR NUMBER

G-1KEYNOTE

KEYNOTE NUMBER

ROOM NAME

ROOM NUMBER

ROOM SQ FT

ROOM NAME

150 SF

ROOM TAG

WINDOW ID

1tWINDOW TAG

WALL ID

N.13C2SWALL TAG

LEVEL TAG

LEVEL NAME

LEVEL HEIGHT

LEVEL

10'-0"

BO GYP BD

10'-0" AFF

CEILING TAG

DESCRIPTION

HEIGHT

FIRE LIFE SAFETY TAG

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

A-1300

ROOM SQ FT

ROOM OCCUPANT LOAD

ROOM OCCUPANT TYPE

OCCUPANT LOAD FACTOR

NUMBER OF EXITS REQ'D

REVISION TAG

REVISION NUMBER

REVISION BUBBLE

NORTH ARROW

BUILDING ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

DETAIL TAG

TITLE LINE

WALL ELEVATION TAG

WORK DESIGNATION

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

NEW CONSTRUCTION

N

45.00°

CALLOUT

TRUE NORTH DIRECTION

PROJECT NORTH DIRECTION

ANGLE TO TRUE NORTH

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

DRAWING PARENT VIEW

A1.01

SIM

A1.01

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A1.01

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SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

DETAIL NUMBER

SHEET NUMBER

REFERENCE TYPE

DETAIL NUMBER

SHEET NUMBER

REFERENCE TYPE

DETAIL NUMBER

SHEET NUMBER

REFERENCE TYPE

MATCHLINE

MATCHLINE

1 / A2.12

MATCHLINE

CONTINUED VIEW

LOCATION

PROPERTY LINE

SCOPE OF WORK

VIEW NAME

1/8" = 1'-0" | 8 / A2.21

DETAIL NUMBER

SHEET NUMBER

REFERENCE TYPE

AREA OF ENLARGEMENT

A

A.7

B.7

C

D

C.7

E

F

2 3 4 5 6 7 8 97.66.75.34.72.31.7 3.8

B

AREA OF

WORK 1

A101

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Date

Sheet Title

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Drawing No.

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DRAWING INDEX,

SYMBOLS,

ABBREVIATIONS

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

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DRAWING LIST

ARCHITECTURAL

A461 ENLARGED PLANS AND DETAILS

A493 INTERIOR CEILING DETAILS

GENERAL

G000 COVER SHEET

G001 DRAWING INDEX, SYMBOLS, ABBREVIATIONS

G020 FIRE LIFE SAFETY CODE ANALYSIS

ARCHITECTURAL DEMOLITION

AD101 DEMOLITION FLOOR PLAN

AD121 DEMOLITION CEILING PLAN

ARCHITECTURAL

A101 FLOOR PLAN

A121 REFLECTED CEILING PLAN

A401 FINISH PLANS

A481 INTERIOR ELEVATIONS

A491 INTERIOR WALL ASSEMBLIES AND DETAILS

A492 INTERIOR STOREFRONT DETAILS

A611 DOOR AND WINDOW SCHEDULE

ELECTRICAL

E1.0 GENERAL NOTES

E1.1 SITE PLAN - REFERENCE ONLY

E2.0 POWER PLAN

E3.0 SINGLE LINE DIAGRAM

EL0.01 LIGHTING SCHEDULES

EL1.00 LIGHTING PLAN

TELECOM

T001 DRAWING INDEX, SYMBOLS, ABBREVIATIONS

T101 FLOOR PLAN

TD101 DEMO - FLOOR PLAN

ABBREVIATIONS

& AND

∟ ANGLE

@ AT

CL CENTERLINE

Ø DIAMETER

± PLUS OR MINUS

° DEGREE

# POUND OR NUMBER

(E) EXISTING

AB ANCHOR BOLT

A/C AIR CONDITIONING

ACST ACOUSTICAL

ACM ALUMINUM COMPOSITE MATERIAL PANELS

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CURTAIN WALL

AD AREA DRAIN

ADJ ADJUSTABLE OR ADJACENT

AF ACCESS FLOOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ALUMINUM STOREFRONT

ASPH ASPHALT

AWP ACOUSTICAL WALL PANEL

BCS BABY CHANGING STATION

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

CAB CABINET

CB CATCH BASIN OR CHALKBOARD

CBB CEMENT BACKER BOARD

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONSTRUCTION OR CONTROL JOINT

CLG CEILING

CLO CLOSET

CLR CLEAR

CMP COMPOSITE METAL PANEL

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPTT CARPET TILE

CSK COUNTERSUNK

CT CERAMIC TILE

CTR CENTER

CV CONDOM VENDOR

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION OR DIVIDE

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWR DRAWER

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED OR EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FLR FLOOR

FLOUR FLUORESCENT

FMT FORMED METAL TRIM

FOC FACE OF CONCRETE OR CURB

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOF

FT FOOT OR FEET

FTG FOOTING

FUS FOLDING UTILITY SHELF

G GROUND

G-? GLAZING TYPE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CMU

GR GRADE

GWB GYPSUM WALL BOARD

GWB-AR GYPSUM WALL BOARD - ABUSE RESISTANT

GWB-IR GYPSUM WALL BOARD - IMPACT RESISTANT

GWB-WR GYPSUM WALL BOARD - WATER RESISTANT

HB HOSE BIBB

HC HOLLOW CORE

HD HAND DRYER

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

VICINITY MAP

SITE ADDRESS: 12725 SW MILLIKAN WAY

BEAVERTON, OR 97005LOCATION MAP

SW 5TH

PROJECT

SITE

S W

W A

T S

O N

A V

E

SW MILLIKAN WAY

S W

R O

S E

B

IG

G I A

V E

PROJECT

NORTH

GENERAL NOTES

A. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE

INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING

PATH. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS.

B. SEPARATE PERMIT REQUIRED FOR SPRINKLERS AND

ALARMS.

C. VISIBLE FIRE ALARM LOCATION TO BE 80" AFF OR TO

MATCH (E) HEIGHT IN BUILDING. ALARM LENS AND LETTER

COLOR TO MATCH (E).

D. FIRE/LIFE SAFETY SYSTEM TO BE DESIGN-BUILD BY

BUILDING'S CONTRACTOR, GC TO COORDINATE WITH

BUILDING LIFE SAFETY SYSTEM PROVIDER & ELECTRICAL

SUBCONTRACTOR.

E. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY

SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER

SYSTEMS. SMOKE DETECTION SYSTEMS, SMOKE

EVACUATION SYSTEMS, EXITING SYSTEMS AND

EMERGENCY ANNUNCIATION SYSTEMS.

F. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR

CEILING MECHANICAL AND ELECTRICAL ITEMS AND

PARTITIONS IS THE RESPONSIBIBILITY OF THE RESPECTIVE

CONTRACTOR/VENDOR TO MEET CITY OF BEAVERTON

ADOPTED CODE REQUIREMENTS.

G. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR

UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE

BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION

OF THE SITE. CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON

CONCLUSIONS DRAWN FROM INFORMATION AVAILABLE AT

THE TIME.

H. NOTIFY THE ARCHITECT IN WRITING, OF DISCREPANCIES

PRIOR TO PRECEDING WITH WORK.

I. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND

SERVICES NECESSARY TO PERFORM WORK SHOWN ON

THE DRAWINGS AND DESCRIBED HERE IN.

DELEGATED DESIGN

DEFERRED SUBMITTALS SHALL INCLUDE PLUMBING,

MECHANICAL, SPRINKLERS, AND FIRE ALARM. ITEMS SHOWN IN

DRAWINGS ARE FOR DESIGN INTENT ONLY, CONFIRM FINAL

LOCATIONS WITH ARCHITECT.

DEMOLITION

1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND

INTACT. PERFORM NO DEMOLITION THAT MAY

COMPROMISE THE STRUCTURAL INTEGRITY OF THE

BUILDING WITHOUT WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO

PROTECT ALL EXISTING AREAS TO REMAIN FROM

DAMAGES THAT MIGHT OCCUR DURING DEMOLITION. THE

CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL

AREAS THAT HAVE BEEN DAMAGED DUE TO INADEQUATE

PROTECTION.

3. SALVAGE/RECYCLE REMOVED MATERIALS PER OWNER'S

STANDARD PROCEDURES AND REQUIREMENTS.

4. SALVAGE AND PROTECT ALL EXISTING SIGNAGE,

FURNITURE, AND ARTWORK FOR REUSE BY OWNER.

5. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS,

HANGER WIRES, EQUIPMENT, ETC., LEFT BEHIND, FROM

ALL WALLS, FOORS, DOOR FRAMES, EXPOSED

STRUCTUREAL SLAB AND CEILING.

CONSTRUCTION

1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED

BUILDING STANDARDS FOR TENANT IMPROVEMENTS.

2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE

UNLESS NOTED OTHERWISE. AL PARTITIONS TERMINATE

AT UNDERSIDE OF SUSPENDED CEILING UNLESS

OTHERWISE NOTED. THE CEILING SUSPENSION SYSTEM

SHALL BE STABALIZED AGAINST LATERAL MOVEMENT IN

ACCORDANCE WITH THE REQUIREMENTS OF OSSC.

3. MECHANICAL, PLUMBING, FIRE ALARM, AND FIRE

PROTECTION SYSTEMS ARE FOR INFORMATION ONLY.

THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD

AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT

IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-

CONTRACTOR TO OBTAIN THESE PERMITS.

4. MAINTAIN 100% SPRINKLER COVERAGE

5. PATCH AND REPAIR ALL EXISTING FLOORS, CEILINGS,

WALLS & DOORS WITHIN LIMITS OF WORK. PREPARE ALL

EXISTING SUBSTRATES FOR INSTALLATION OF NEW

FINISHES.

6. SEAL ALL THROUGH FLOOR/RATED-WALL PENETRATIONS

WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE

INTEGRITY OF FLOOR/WALL ASSEMBLY.

7. ALL TENANT STANDARD PARTITIONS ARE TO BE 3 5/8"

METAL STUDS @ 16" OC WITH 5/8" TYPE X GYPSUM BOARD

EACH SIDE, UNLESS NOTED OTHERWISE.

8. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR

CEILING, MECHANICAL, AND ELECTRICAL ITEMS AND

PARTITIONS IS THE RESPONSIBIBILITY OF THE RESPECTIVE

CONTRACTOR/VENDOR TO MEET CITY OF BEAVERTON

ADOPTED CODE REQUIREMENTS.

PROJECT DESCRIPTION

TENANT IMPROVEMENT TO THE THIRD FLOOR OF THE

EXISTING BEAVERTON BUILDING TO CONVERT PORTION OF AN

OFFICE SUITE INTO THE OSC NON-PROFIT INCUBATOR.

MECHANICAL

1. MECHANICAL WORK IS PROVIDED THROUGH A

CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK

INDICATED IN THESE DOCUMENTS IS FOR INFORMATION

ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL

EXISTING CONDITIONS AND PROVIDE ENGINEERED

DRAWINGS, STAMPED BY AN ENGINEER LICENSED IN THE

STATE OF OREGON, TO MEET THE DESIGN DEPICTED IN

THESE DOCUMENTS. DESIGN BUILD DRAWINGS SHALL BE

SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S

CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO

ISSUING TO THE CITY OF BEAVERTON FOR PERMIT.

2. ALL VENTS, DEVICES AND COVER PLATES TO BE BUILDING

STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR

UNLESS OTHERWISE NOTED.

3. SUB-CONTRACTOR TO REVIEW MECHANICAL ZONING WITH

NEW ROOM.

PLUMBING

1. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR

DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN

THESE DOCUMENTS IS FOR INFORMATION ONLY.

CONTRACTOR IS TO FIELD VERIFY ALL EXISTING

CONDITIONS AND PROVIDE ENGINEERED DRAWINGS,

STAMPED BY AN ENGINEER LICENSED IN THE STATE OF

OREGON, TO MEET THE DESIGN DEPICTED IN THESE

DOCUMENTS. DESIGN BUILD DRAWINGS SHALL BE

SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S

CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO

ISSUING TO THE CITY OF BEAVERTON FOR PERMIT.

2. ALL FIXTURES TO COMPLY WITH 2010 ADA STANDARDS

FOR ACCESSIBILITY AND 2017 ICC A117.1.

ALTERNATES

1. THE ALTERNATE MAY BE EXERCISED AT THE OPTION OF

THE OWNER WITHIN 60 DAYS OF THE EXECUTION OF THE

CONTRACT.

2. FOR EACH ACCEPTED ALTERNATE, COORDINATE THE

WORK OF THE VARIOUS TRADES INVOLVED AND MODIFY

THE SURROUNDING WORK AS REQUIRED TO COMPLETE

THE PROJECT AS INTENDED.

3. IN THE CHANGE-IN-PRICE FIGURE FOR EACH ALTERNATE,

INCLUDE INCIDENTAL COSTS WHICH ARE ATTRIBUTABLE

TO ADJUSTMENTS IN THE WORK OF OTHER TRADES WHICH

MAY BE REQUIRED TO ACHIEVE THE CONTEMPLATED AND

FINAL CONDITIONS.

4. BASE SCOPE AND ALTERNATES

A. BASE SCOPE INCLUDES EXISTING WALLS, DOORS AND

RELITES TO REMAIN AT OFFICES 301 & 302.

B. ALTERNATE 1: INTERIOR ALUMINUM FRAMED WINDOWS

AND DOORS AT EAST WALL OF OFFICES 301 & 302.

C. ALTERNATE 2: REPLACE ALL INTERIOR ALUMINUM

FRAMED GLAZING IN THE SUITE WITH ALL GLASS

WINDOWS AND DOORS. ADD ALL GLASS WINDOWS AND

DOORS AT THE EAST WALL OF OFFICES 301 & 302.

TRUE

NORTH

ABBREVIATIONS

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JS JOINT SEALANT

JT JOINT

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LINO LINOLEUM

LKR LOCKER

LS INTERIOR LIGHT SHELF ASSEMBLY

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MU MIRROR UNIT

MULL MULLION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

MTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFD OVER FLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

P-? PAINT COLOR

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PS PROJECTION SCREEN

PT POINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

QT QUARRY TILE

R RADIUS OR RISER

RA RETURN AIR

RB RESILIENT BASE

RB HK ROBE HOOK

RD ROOF DRAIN

REF REFRIGERATOR - FREEZER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

RVS REVERSED

RWL RAIN WATER LEADER

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD STORM DRAIN OR SOAP DISPENSER

SDS SOLID SURFACE

SECT SECTION

SHR SHOWER

SHT SHEET

SIM SIMILAR

SKLT SKYLIGHT

SNDU SANITARY NAPKIN DISPOSAL UNIT

SNV SANITARY NAPKIN VENDOR

SPEC SPECIFICATION

SQ SQUARE

SS EXTERIOR SUNSCREEN ASSEMBLY

SST STAINLESS STEEL

ST STONE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

SYMM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

TB TACK BOARD

TEL TELEPHONE

THX THICKNESS

THRU THROUGH

TO TOP OF

TOC TOP OF CURB

TOL TOLERANCE

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TYP TYPICAL

UNFIN UNFINISHED

UOI UNLESS OTHERWISE INDICATED

UR URINAL

US UTILITY SHELF

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W/ WITH

WC WATER CLOSET or WOOD CEILING

WD WOOD

WDF WOOD FLOORING

WDP WOOD VENEER FACED PANELING

WM WIRE MESH

WR WASTE RECEPTACLE

W/O WITHOUT

WOM WALK OFF MAT

WP WATERPROOF

WS WINDOW SHADE

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

1/16" = 1'-0"2

OVERALL PLAN LEVEL 3

MARK DATE DESCRIPTION

LEGEND

(E) 1 HR. RATED SEPARATION TO REMAIN

(E) FIRE EXTINGUISHER CABINET

(E) EXIT SIGN

3' - 0" WIDE PATH OF EGRESS TRAVEL

ROOM SQ FT

ROOM OCCUPANT LOAD

ROOM OCCUPANT TYPE

OCCUPANT LOAD FACTOR

NUMBER OF EXITS REQ'D

FIRE LIFE SAFETY TAG

FEC

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

A-1300

EXIT STAIR

FIRE LIFE SAFETY SYMBOLS

100 OCCUPANT LOAD AT OPENING

CUMULATIVE OCCUPANT LOAD AT

OPENING OR JUNCTION

SC

200 STAIR CAPACITY

EGRESS PATH

END POINT

START POINT

PATH

(E) 2 HR. RATED SEPARATION TO REMAIN

EXIT SIGN

RELOCATED FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER ON BRACKET FE

AREA OF

WORK

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

22318SF

1 15 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

142030SF

1 150 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

15219SF

1 15 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

10148SF

1 15 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

115SF

1 300 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

1142SF

1 300 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

1111,653SF

1 15 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

1133SF

1 300 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

12180SF

1 15 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

157SF

1 300 B

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

132SF

1 300 B

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

TRAINING CENTER

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

OFFICE

OFFICE

OFFICE

OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICEOFFICEOFFICEOFFICE

OFFICEOFFICE

OFFICE

OFFICE

OFFICE

OFFICE OFFICE

OFFICE OFFICE

OFFICEOFFICE

OFFICE OFFICE

OFFICEOFFICE

OFFICE OFFICE

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

173SF

1 300 B

CONFERENCE

COMMON AREA

KITCHEN

STORAGE

STOR

ELEC

CONFERENCE CONF LOUNGE

OFFICE

OFFICE

OFFICE

STOR

OFFICE

STOR

56 55

1 1

STOR

SC

SC

ROOM GSF ROOM OCC

OLF OCC TYPEEXITS

10215205SF

2 150 B

ELEV LOBBY

WOMEN MEN

LEVEL 3

EXISTING

AREA OF

WORK

112'-9"

76'-8"

FEC

FEC

FEC

FEC

FEC

F E

C

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Project No.

Drawing No.

O w n e r

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M

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FIRE LIFE SAFETY

CODE ANALYSIS

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

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GENERAL NOTES

1. THE CONTRACTOR WILL MAINTAIN THE INTEGRITY OF ALL

FIRE RESISTIVE AREA AND OCCUPANCY SEPARATIONS.

2. ALL (E) FIRE EXTINGUISHER CABINETS TO REMAIN OR

RELOCATED AS INDICATED IN DRAWINGS. LOCATIONS

SHOWN ARE DIAGRAMMATIC.

3. ALL (E) PORTABLE FIRE EXTINGUISHERS TO REMAIN OR

RELOCATED AS INDICATED IN DRAWINGS, PROVIDED IN

ACCORDANCE WITH OFC STANDARD 10-1 FOR LIGHT

HAZARD OCCUPANCY. (1) FIRE EXTINGUISHER PER 6,000 SF

WITH MAXIMUM TRAVEL DISTANCE OF 75'.

4. IN ALL CONSTRUCTION AREAS, SEAL ALL EXISTING AND

NEW PENETRATIONS (INCLUDING BUT NOT LIMITED TO

DUCTS, PIPES AND CONDUITS) THAT PENETRATE NEW AND

EXISTING FIRE RATED PARTITIONS AND FLOOR ASSEMBLIES

WHETHER SHOWN OR NOT. ALL SEALS SHALL HAVE THE

SAME FIRE RESTANCE RATINGS AS THE ASSEMBLY THAT IS

BEING PENETRATED.

5. FIRE SIGNAL DEVICES ARE DIAGRAMMATIC FOR

INFORMATION ONLY, WORK TO BE DESIGN-BUILD BY

CONTRACTOR.

SHEET NOTES

1. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE

DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND

ALL OTHER REQUIREMENTS TO CONFORM TO OREGON

STATE BUILDING AND LIFE SAFETY CODES.

2. SEPARATE PERMIT REQUIRED FROM FIRE MARSHAL'S

OFFICE FOR SPRINKLERS AND ALARMS.

3. VISUAL FIRE ALARM LOCATION TO BE 80" AFF.

4. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT

BE LESS THAT 1 FOOT-CANDLE (11 LUX) AT THE FLOOR

LEVEL.

5. ALL WOOD BLOCKING, BACKING, NAILERS ETC. AT RATED

WALLS TO BE FIRE-RETARDANT-TREATED.

EXIT SIGNAGE

PROVIDE EXIT SIGNAGE TO COMPLY WITH OSSC CHAPTER 10,

SECTION 1013.

EGRESS LIGHTING

PROVIDE EMERGENCY EGRESS LIGHTING AS REQUIRED BY

OSSC CHAPTER 10, SECTION 1008.3 AND ALONG ALL EGRESS

PATHS.

NOTES:

PROVIDE FULL SMOKE DETECTION, FIRE SPRINKLER AND

ALARM COVERAGE UNDER SEPARATE PERMIT BY FIRE

MARSHAL.

GENERAL

LIFE SAFETY / CODE SUMMARY

JURISDICTIONAL AUTHORITY

CITY OF BEAVERTON

APPLICABLE CODES

2022 OREGON STRUCTURAL SPECIALTY CODE

2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE

2022 OREGON FIRE CODE

2022 OREGON MECHANICAL SPECIALTY CODE

2023 OREGON ELECTRICAL SPECIALTY CODE

2023 OREGON PLUMBING SPECIALTY CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

BUILDING OCCUPANCY DATA

OCCUPANCY CLASSIFICATION (SECTION 302)

B, A-3, F-2

OCCUPANT SEPARATION (TABLE 508.4)

NONE REQUIRED AT SCOPE OF WORK (3RD FLOOR)

BUILDING AREA

TYPE OF CONSTRUCTION

CONSTRUCTION CLASSIFICATION (SECTION 601)

TYPE I-B, FULLY SPRINKLERED

STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS OR PLATFORMS

INTERIOR NONBEARING WALLS OR PLATFORMS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FIRE PROTECTION SYSTEMS

FIRE SUPPRESSION AN D DETECTION SYSTEMS

PROVIDED

PROVIDED

PROVIDED

MEANS OF EGRESS - EGRESS WIDTH REQUIREMENT

MAIN LEVEL EGRESS REQUIREMENT

MAXIMUM EXIT ACCESS TRAVEL DISTANCE, TABLE 1017.2

300'-0" MAX (GROUP B)

FIRE RESISTIVE BUILDING ELEMENTS (TABLE 601) RATING

AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13)

FIRE & SMOKE DETECTION (NFPA 72)

FIRE EXTINGUISHER TYPE (NFPA 10)

SEE PLAN DIAGRAMS FOR INDIVIDUAL EXIT REQUIREMENTS

SEE PLAN DIAGRAMS FOR INDIVIDUAL EXIT REQUIREMENTS

108,225 SF (BUILDING)

TENANT IMPROVEMENT AREA

2,348 GSF

MAXIMUM COMMON PATH OF EGRESS TRAVEL, TABLE 1006.2.1

100'-0" MAX (GROUP B)SEE PLAN DIAGRAMS FOR INDIVIDUAL EXIT REQUIREMENTS

OCCUPANT LOAD (TABLE 1004.1.2)

292 (3RD FLOOR)

20,205 GSF (THIRD FLOOR)

1/16" = 1'-0"3

LEVEL THREE OCCUPANCY PLAN

MARK DATE DESCRIPTION

1/16" = 1'-0"1

LEVEL THREE EXITING PLAN

B.7

C

D

C.7

4 5 6 6.75.34.7

SALVAGE DOOR AND FRAME FOR

RE-USE, SEE DOOR SCHEDULE

SALVAGE REFRIGERATOR FOR RE-USE, SEE PLANS

SALVAGE FIRE

EXTINGUISHER FOR RE-

INSTALLATION, SEE PLANS

DEMOLISH WINDOW FOR INFILL

LEGEND

EXISTING WALL/DOOR TO REMAIN

EXISTING WALL/DOOR TO BE DEMOLISHED, OUI

CEILING TILE SYSTEM TO BE DEMOLISHED

GYPSUM BOARD CEILING SYSTEM TO BE

DEMOLISHED

EXISTING SPRINKLER HEAD TO REMAIN

DEMO LIGHT FIXTURE

EXISTING 1 HR. RATED SEPARATION

DEMOLISH EXISTING SUPPLY DIFFUSER

DEMOLISH EXISTING RETURN DIFFUSER

EXISTING 2 HR. RATED SEPARATION

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

Scale

Date

Sheet Title

Project No.

Drawing No.

O w n e r

P ro je c t

I n te g ru s A rc h it e c tu re

M

IL

L

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A N

W A

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O B

O X

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A V

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G O

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As indicated

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DEMOLITION FLOOR

PLAN

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

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A N

W A

Y S

U

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E

B E

A V

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T O

N O

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SHEET NOTES

1. DEMO AS REQD FOR NEW WORK.

2. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED

BUILDING STANDARDS FOR TENANT IMPROVEMENT.

3. WHERE DEMOLITION BEYOND EXTENT SHOWN IS DEEMED

NECESSARY FOR CONTRACTOR'S MEANS AND METHODS,

THE CONTRACTOR IS RESPONSIBLE FOR REPLACING,

REPAIRING, PATCHING, AND/OR FINISHING THOSE AREAS

TO MATCH EXISTING CONSTRUCTION.

4. REMOVE FURNITURE THROUGHOUT AREA OF RENOVATION

AND RETURN TO OWNER.

5. DEMOLISH FLOOR FINISHES, SETTING MATERIAL, AND

WALL BASE IN AREAS SCHEDULED TO RECEIVE NEW

FINISHES.

6. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY

SYSTEMS INCLUDING BUT NOT LIMITED TO SPRINKLER

SYSTEMS, SMOKE DETECTION SYSTEMS, SMOKE

EVACUATION SYSTEMS, AND EMERGENCY ANNUNCIATION

SYSTEMS.

7. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO

PROTECT ALL EXISTING AREAS TO REMAIN FROM

DAMAGES THAT MAY OCCUR DURING DEMOLITION.

GENERAL NOTES

1. ALL DIMENSIONS FROM FINISH FLOOR ARE FROM LEVEL 3

(E) FINISH FLOOR OF BUILDING.

2. REFER TO A491 FOR INTERIOR WALL ASSEMBLIES AND

DETAILS.

3. REFER TO 11/A491 FOR BACKING REQUIREMENTS AT WALL-

MOUNTED ITEMS AND EQUIPMENT.

4. ALL FIXTURES AND ACCESSORIES MOUNTED TO MEET ADA

REQUIREMENTS. SEE 10/A491 FOR MOUNTING HEIGHTS.

5. PAINT ENTIRE WALL AT PARTITION INFILL OR REPAIR.

6. HVAC/PLUMBING FIXTURES/FIRE ALARM DEVICES ARE THE

RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR

PER GENERAL NOTES ON G001. THIS INCLUDES DESIGN

WORK TO DETERMINE LOCATION OF RELOCATED SUPPLY

AND EXHAUST GRILLES, RELOCATED SINK. HVAC AND

PLUMBING ITEMS SHOWN IN DRAWINGS ARE FOR DESIGN

INTENT ONLY.

7. COORDINATE WITH OWNER FOR SALVAGED STORAGE OF

DOORS AND FRAMES TO BE REMOVED.

16'8'4'2'0'

GRAPHIC SCALE: 1/4" = 1'-0"

1/4" = 1'-0"1

PARTIAL THIRD FLOOR DEMOLITION PLAN

SD

SD

F

F

F

SD

SD

F

B.7

C

D

C.7

4 5 6 6.75.34.7

RELOCATE (E) VISUAL FIRE

ALARM/HORN/STROBE TO

CONFERENCE ROOMS, SEE PLANS

RELOCATE (E) VISUAL FIRE

ALARM/HORN/STROBE TO

KITCHEN, SEE PLANS

DEMOLISH LIGHT FIXTURES ONLY

THIS ROOM FOR REPLACEMENT

DEMOLISH LIGHT FIXTURES ONLY

THIS ROOM FOR REPLACEMENT

DEMOLISH LIGHT FIXTURES ONLY

THIS ROOM FOR REPLACEMENT

DEMOLISH WINDOW FOR INFILL

LEGEND

EXISTING WALL/DOOR TO REMAIN

EXISTING WALL/DOOR TO BE DEMOLISHED, OUI

CEILING TILE SYSTEM TO BE DEMOLISHED

GYPSUM BOARD CEILING SYSTEM TO BE

DEMOLISHED

EXISTING SPRINKLER HEAD TO REMAIN

DEMO LIGHT FIXTURE

EXISTING 1 HR. RATED SEPARATION

DEMOLISH EXISTING SUPPLY DIFFUSER

DEMOLISH EXISTING RETURN DIFFUSER

EXISTING 2 HR. RATED SEPARATION

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

Scale

Date

Sheet Title

Project No.

Drawing No.

O w n e r

P ro je c t

I n te g ru s A rc h it e c tu re

M

IL

L

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A N

W A

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O B

O X

B E

A V

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G O

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As indicated

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F

IT

I N

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B A

T O

R

DEMOLITION CEILING

PLAN

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

L

IK

A N

W A

Y S

U

IT

E

B E

A V

E R

T O

N O

R E

G O

N

1/4" = 1'-0"1

DEMOLITION LEVEL 3 REFLECTED CEILING PLAN

GENERAL NOTES

1. ALL DIMENSIONS FROM FINISH FLOOR ARE FROM LEVEL 3

(E) FINISH FLOOR OF BUILDING.

2. REFER TO A491 FOR INTERIOR WALL ASSEMBLIES AND

DETAILS.

3. REFER TO 11/A491 FOR BACKING REQUIREMENTS AT WALL-

MOUNTED ITEMS AND EQUIPMENT.

4. ALL FIXTURES AND ACCESSORIES MOUNTED TO MEET ADA

REQUIREMENTS. SEE 10/A491 FOR MOUNTING HEIGHTS.

5. PAINT ENTIRE WALL AT PARTITION INFILL OR REPAIR.

6. HVAC/PLUMBING FIXTURES/FIRE ALARM DEVICES ARE THE

RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR

PER GENERAL NOTES ON G001. THIS INCLUDES DESIGN

WORK TO DETERMINE LOCATION OF RELOCATED SUPPLY

AND EXHAUST GRILLES, RELOCATED SINK. HVAC AND

PLUMBING ITEMS SHOWN IN DRAWINGS ARE FOR DESIGN

INTENT ONLY.

7. COORDINATE WITH OWNER FOR SALVAGED STORAGE OF

DOORS AND FRAMES TO BE REMOVED.

SHEET NOTES

1. DEMO AS REQD FOR NEW WORK.

2. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED

BUILDING STANDARDS FOR TENANT IMPROVEMENT.

3. WHERE DEMOLITION BEYOND EXTENT SHOWN IS DEEMED

NECESSARY FOR CONTRACTOR'S MEANS AND METHODS,

THE CONTRACTOR IS RESPONSIBLE FOR REPLACING,

REPAIRING, PATCHING, AND/OR FINISHING THOSE AREAS

TO MATCH EXISTING CONSTRUCTION.

4. REMOVE FURNITURE THROUGHOUT AREA OF RENOVATION

AND RETURN TO OWNER.

5. DEMOLISH FLOOR FINISHES, SETTING MATERIAL, AND

WALL BASE IN AREAS SCHEDULED TO RECEIVE NEW

FINISHES.

6. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY

SYSTEMS INCLUDING BUT NOT LIMITED TO SPRINKLER

SYSTEMS, SMOKE DETECTION SYSTEMS, SMOKE

EVACUATION SYSTEMS, AND EMERGENCY ANNUNCIATION

SYSTEMS.

7. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO

PROTECT ALL EXISTING AREAS TO REMAIN FROM

DAMAGES THAT MAY OCCUR DURING DEMOLITION.

MARK DATE DESCRIPTION

16'8'4'2'0'

GRAPHIC SCALE: 1/4" = 1'-0"

R E F.

B.7

C

D

C.7

4 5 6 6.75.34.7

OFFICE

OFFICE

KITCHEN

HUDDLE

OFFICE

COPY / STOR

303.1

CONFERENCE

ALIGN

ALIGN

4'

1' - 0"

7' - 0"

WHITEBOARD

WHITEBOARD

13' - 0"

ALIGN W/

SOFFIT ABOVE

ALIG

N

A

LI

G N

1' - 0"

4-

3-

3-

5-

6-

306-2

6' -

" C

LR

6' -

" C

LR

ALIG

N W

/ S

OFFIT

A

BOVE

A101

N.1C3

N.1C3

N.1C36

N.1C3N.1C3

N.1C3N.1C3

N.2C3

N.2C3N.2C3

N.2C3

N.2C3

A461

RELOCATED REFRIGERATOR

RE-INSTALL FIRE EXTINGUISHER,

54" AFF MAX TO HANDLE, 60" AFF

MAX T.O. CABINET

A461

1 3' - 3" CLR

CORE-DRILL HOLE THRU FLOOR

FOR DRAIN LINE. DO NOT CUT

STEEL BEAMS BELOW.

ALIGN

A

LI

G N

ALIG

N

N.1C3

FEC

FE

FIRE EXTINGUISHER, 54" AFF

MAX TO HANDLE

1' - 1"

1' - 0" MIN

6"

LEGEND

PARTITION AS SCHEDULED

EXISTING CONSTRUCTION TO REMAIN

(NOTIFY ARCHITECT OF ANY DISCREPANCIES)

EXISTING RATED SEPARATION

INTERIOR ALUMINUM STOREFRONT

SIDING ALUMINUM FRAMED DOOR

SWING ALUMINUM FRAMED DOOR

OFFICE

OFFICE

COMMON AREA

E Q

E Q

E Q

E Q

ALT1-302.1

ALT1-301.1

ALTERNATE NO. 1 TO INCLUDE

ROLLER SHADES RS-1 AT

INTERIOR RELITE LOCATIONS

OFFICES 301, 302

S

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P o rt la n d O

R t f

Scale

Date

Sheet Title

Project No.

Drawing No.

O w n e r

P ro je c t

I n te g ru s A rc h it e c tu re

M

IL

L

IK

A N

W A

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O B

O X

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As indicated

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N O

N -P

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F

IT

I N

C U

B A

T O

R

FLOOR PLAN

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

L

IK

A N

W A

Y S

U

IT

E

B E

A V

E R

T O

N O

R E

G O

N

1/4" = 1'-0"1

PARTIAL THIRD FLOOR PLAN

SHEET NOTES

1. DEMO AS REQD FOR NEW WORK.

2. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED

BUILDING STANDARDS FOR TENANT IMPROVEMENT.

3. PAINT ALL GWB SURFACES THROUGHOUT SCOPE OF

WORK. COLORS TO MATCH EXISTING "WHITE" COLOR, UOI.

4. PARTITION EXTENSTIONS AND INFILLS SHALL BE FLUSH

WITH EXISTING ADJOINING PARTITIONS.

5. PATCH, REPAIR, AND PAINT ALL EXISTING WALLS AT

LOCATIONS OF WALL DEMOLITION.

6. REPLACE EXISTING CARPET, IN FULL CARPET TILE

SECTIONS, WHERE DEMO HAS OCCURED AND AS

REQUIRED TO RETAIN CONTINUITY OF CARPET PATTERN.

7. FURNITURE DASHED IN FOR REFERENCE ONLY

8. ALL WOOD BLOCKING, BACKING, NAILERS, ETC. AT RATED

WALLS TO BE FIRE-RETARDANT-TREATED.

9. ALL GLAZING TO BE 3/8" FULLY-TEMPERED CLEAR FLOAT

GLASS.

GENERAL NOTES

1. ALL DIMENSIONS FROM FINISH FLOOR ARE FROM LEVEL 3

(E) FINISH FLOOR OF BUILDING.

2. REFER TO A491 FOR INTERIOR WALL ASSEMBLIES AND

DETAILS.

3. REFER TO 11/A491 FOR BACKING REQUIREMENTS AT WALL-

MOUNTED ITEMS AND EQUIPMENT.

4. ALL FIXTURES AND ACCESSORIES MOUNTED TO MEET ADA

REQUIREMENTS. SEE 10/A491 FOR MOUNTING HEIGHTS.

5. PAINT ENTIRE WALL AT PARTITION INFILL OR REPAIR.

6. HVAC/PLUMBING FIXTURES/FIRE ALARM DEVICES ARE THE

RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR

PER GENERAL NOTES ON G001. THIS INCLUDES DESIGN

WORK TO DETERMINE LOCATION OF RELOCATED SUPPLY

AND EXHAUST GRILLES, RELOCATED SINK. HVAC AND

PLUMBING ITEMS SHOWN IN DRAWINGS ARE FOR DESIGN

INTENT ONLY.

7. COORDINATE WITH OWNER FOR SALVAGED STORAGE OF

DOORS AND FRAMES TO BE REMOVED.

16'8'4'2'0'

GRAPHIC SCALE: 1/4" = 1'-0"

MARK DATE DESCRIPTION

1/4" = 1'-0"2

ALTERNATE NO. 1 - STOREFRONT AT

ENTRY OFFICES

SD

F

SD

SD

B.7

C

D

C.7

4 5 6 6.75.34.7

BO GWB

8' - 1 1/2" AFF

BO GWB

8' - 1 1/2" AFF

BO GWB

8' - 1 1/2" AFF

7' - 0"

OFFICE

OFFICE

COMMON AREA

CONFERENCE

KITCHEN

HUDDLE

OFFICE

COPY / STOR

303.1

ALIG

N

CEILING GRID TO REMAIN, THIS

ROOM

CEILING GRID TO REMAIN, THIS

ROOM

CEILING GRID TO

REMAIN, THIS

ROOM

CEILING GRID TO

REMAIN, THIS ROOM

EQ EQ

E Q

E Q

EQ +/- 7' - 0" EQ

E Q

E Q

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

ALIGN

E Q

E Q

1' - 2"

E Q

E Q

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

EQ EQ

3' - 0"

E Q

E Q

E Q

E Q

ALIGN EQ ALIGN EQ

E Q

E Q

E Q

E Q

1' - 4"

1' - 4"

1' - 4"

EQ

EQ

EQ

EQ

EQ EQ

A

LI

G N

A493

BO GWB

8' - 1 1/2" AFF

RELOCATE SALVAGED VISUAL

FIRE ALARM STROBE TO

CONFERENCE ROOM, +88 AFF

ROLLER SHADE RS-1

RELOCATE SALVAGED VISUAL

FIRE ALARM STROBETO

KITCHEN, +88 AFF

EQ EQ

E Q

E Q

E Q

E Q

EQ EQ

E Q

E Q

1'

3' - 11"

BO ACT

9' - 0" AFF

1'

1' - 1"

BO ACT

9' - 0" AFF

BO ACT

9' - 0" AFF

A493

A493

A493

LEGEND

EXISTING ACT TO REMAIN

ACOUSTIC CEILING TILE 2'-0" X 4'-0"

EXISTING SPRINKLER HEAD

EXISTING RATED SEPARATION

RECESSED DOWNLIGHT

DECORATIVE PENDANT WITH FELT ACOUSTIC SHADE

DECORATIVE PENDANT

SUSPENDED LINEAR DIRECT/INDIRECT

RECESSED LINEAR LOW GLARE OPTIC

RECESSED LINEAR WALL WASH

EXIT SIGN

SUPPLY DIFFUSER

RETURN DIFFUSER

EXISTING LIGHT FIXTURE TO REMAIN

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

Scale

Date

Sheet Title

Project No.

Drawing No.

O w n e r

P ro je c t

I n te g ru s A rc h it e c tu re

M

IL

L

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A N

W A

Y P

O B

O X

B E

A V

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T O

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As indicated

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B A

T O

R

REFLECTED CEILING

PLAN

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

L

IK

A N

W A

Y S

U

IT

E

B E

A V

E R

T O

N O

R E

G O

N

1/4" = 1'-0"1

PARTIAL LEVEL 3 REFLECTED CEILING PLAN

MARK DATE DESCRIPTION

SHEET NOTES

1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED

BUILDING STANDARDS FOR TENANT IMPROVEMENT.

2. CEILING HEIGHT TO BE 9'-0" AFF UOI.

3. CEILING HEIGHTS ARE MEASURED FROM FINISHED FLOOR

(FFE).

4. SWITCH LIGHT FIXTURES AS REQUIRED FOR NEW ROOM

LOCATIONS.

5. CEILING SUSPENSION SYSTEM SHALL MEET OSSC AND

LOCAL SEISMIC REQUIREMENTS.

6. UNLESS OTHERWISE INDICATED, APPLY THE FOLLOWING

RULES TO CEILING LIGHT DIMENSIONS:

A. DIMENSIONS ARE TO CL OF LIGHT FIXTURE AND

DEVICE.

B. DIMENSIONS ARE TO FACE OF WALL.

7. PARTITION EXTENSIONS AND INFILLS SHALL BE FLUSH

WITH EXISTING ADJOINING PARTITIONS.

8. ALL EXISTING WALLS, DOORS, FLOORS, CEILINGS THAT

ARE TO REMAIN WITHIN THE LIMITS OF WORK, ARE TO BE

PATCHED, PLASTERED, SANDED, AND PREPARED READY

FOR THE NEW FINISH SPECIFIED. PROTECT AT LOCATIONS

ADJACENT TO DEMOLITION.

9. CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING

CONSTRUCTION WITHIN SCOPE OF WORK. NOTIFY

ARCHITECT OF ANY DISCREPANCIES BETWEEN DESIGN

DOCUMENTS AND FIELD CONDITIONS.

10. ALL WOOD BLOCKING, BACKING, NAILERS, ETC. AT RATED

WALLS TO BE FIRE-RETARDANT-TREATED.

11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT

FIXTURE LOCATION(S), CONFIRM LOCATION(S) WITH

ARCHITECT.

GENERAL NOTES

1. ALL DIMENSIONS FROM FINISH FLOOR ARE FROM LEVEL 3

(E) FINISH FLOOR OF BUILDING.

2. REFER TO A491 FOR INTERIOR WALL ASSEMBLIES AND

DETAILS.

3. REFER TO 11/A491 FOR BACKING REQUIREMENTS AT WALL-

MOUNTED ITEMS AND EQUIPMENT.

4. ALL FIXTURES AND ACCESSORIES MOUNTED TO MEET ADA

REQUIREMENTS. SEE 10/A491 FOR MOUNTING HEIGHTS.

5. PAINT ENTIRE WALL AT PARTITION INFILL OR REPAIR.

6. HVAC/PLUMBING FIXTURES/FIRE ALARM DEVICES ARE THE

RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR

PER GENERAL NOTES ON G001. THIS INCLUDES DESIGN

WORK TO DETERMINE LOCATION OF RELOCATED SUPPLY

AND EXHAUST GRILLES, RELOCATED SINK. HVAC AND

PLUMBING ITEMS SHOWN IN DRAWINGS ARE FOR DESIGN

INTENT ONLY.

7. COORDINATE WITH OWNER FOR SALVAGED STORAGE OF

DOORS AND FRAMES TO BE REMOVED.

16'8'4'2'0'

GRAPHIC SCALE: 1/4" = 1'-0"

F.

B.7

C

D

C.7

4 5 6 6.75.34.7

FLOOR:

BASE:

WALL:

CEILING:

RM #: 302

OFFICE

CPTT-1

RB-1

P-1

(E)

FLOOR:

BASE:

WALL:

CEILING:

RM #: 301

OFFICE

CPTT-1

RB-1

P-1

(E)

FLOOR:

BASE:

WALL:

CEILING:

RM #: 303

COMMON AREA

CPTT-1, CPTT-2

RB-1

P-1, P-2, AWP-1, AWP-2

ACT-1, P-2

FLOOR:

BASE:

WALL:

CEILING:

RM #: 318

KITCHEN

RF-1

RB-2

P-1

(E)

FLOOR:

BASE:

WALL:

CEILING:

RM #: 305

HUDDLE

CPTT-2

RB-1

P-2, AWP-1

P-2

FLOOR:

BASE:

WALL:

CEILING:

RM #: 306

OFFICE

CPTT-1

RB-1

P-1, AWP-1

ACT-1

FLOOR:

BASE:

WALL:

CEILING:

RM #: 304

CONFERENCE

CPTT-1

RB-1

P-1, AWP-1

ACT-1

13' - 0"

A481

A481

A481

A481

A481

A481

A481

A481

A481

A461

A461

A481

EQ

3' - 0"

EQ

EQ

3' - 0"

EQ

EQ

EQ

TRANSITION RT-1

TRANSITION,

RT-2

TRANSITION, RT-3

TRANSITION, RT-3

AWP-TRIM

CPTT-1

RF-1

CPTT-2

S

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Date

Sheet Title

Project No.

Drawing No.

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FINISH PLANS

MARCH 29, 2024

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SHEET NOTES

1. PAINT ALL GWB SURFACES THROUGHOUT SCOPE OF

WORK. COLORS AND FINISHES ARE AS SPECIFIED IN

FINISH SCHEDULE. INSTALL NEW FLOORING AND BASE

THROUGHOUT SCOPE OF WORK.

2. ALL EXPOSED GWB TO BE PAINTED P-1 UNLESS

OTHERWISE INDICATED.

3. ALL INTERIOR GLAZING TO BE G-1 UNLESS OTHERWISE

INDICATED.

4. PROVIDE BACKING AS REQUIRED TO SUPPORT WALL AND

CEILING HUNG CABINETS, GRAB BARS, EQUIPMENT, AND

ALL OTHER ACCESSORIES THAT REQUIRE SUPPORT.

VERIFY LOCATION(S) WITH OWNER PRIOR TO

INSTALLATION OF FINISH MATERIAL.

5. COORDINATE ALL MECHANICAL AND ELECTRICAL

FITTINGS AND FIXTURES WITHIN REQUIRED AREAS OR

SPACES.

6. ALL INTERIOR ELEVATION DIMENSIONS ARE TO FACE OF

FINISH, U.O.I..

7. REFER TO SHEET A491 FOR ALL FLOOR FINISH

TRANSITION DETAILS.

8. REFER TO INTERIOR ELEVATIONS FOR WOOD GRAIN

DIRECTION AS INDICATED BY THE ARROW.

9. ALL GWB CEILINGS AND SOFFITS TO BE PAINTED P-1

U.O.I.

10. ALL BASE AT CARPET LOCATIONS SHALL BE STRAIGHT

TYPE. RESILIENT FLOORING LOCATIONS SHALL RECEIVE

COVE TYPE BASE.

11. UNLESS OTHERWISE NOTED, ALL GWB SURFACES TO

RECEIVE ONE COAT OF PVA PRIMER AND TWO COATS OF

LATEX EGGSHELL ENAMEL AS INDICATED.

12. FLOOR FINISH TRANSITIONS OCCUR AT CENTERLINE OF

DOORWAY U.O.I.

13. REFERENCE BOTH THE FINISH PLAN AND ELEVATION

SHEETS FOR PAINT, FABRIC-WRAPPED PANELS, AND

OTHER FINISHES.

1/4" = 1'-0"1

PARTIAL THIRD FLOOR FINISH PLAN

MARK DATE DESCRIPTION

FINISH SCHEDULE

ROOM IDENTITY

FLOOR

WALL CASEWORK

CEILING COMMENTSNUMBER NAME BASE NORTH EAST SOUTH WEST CABINET COUNTERTOP

LEVEL 3

301 OFFICE CPTT-1 RB-1 P-1 P-1 P-1 P-1 - - (E)

302 OFFICE CPTT-1 RB-1 P-1 P-1 P-1 P-1 - - (E)

303 COMMON AREA CPTT-1, CPTT-2 RB-1 P-1, AWP-2 P-1 P-1 P-1 - - ACT-1, P-2 SEE INTERIOR ELEVATIONS FOR APPLICATION OF P-#, AWP-#, SEE RCP FOR CEILING FINISH

304 CONFERENCE CPTT-1 RB-1 AWP-1 P-1 P-1 P-1 PLAM-3 SDS-1 ACT-1 SEE INTERIOR ELEVATIONS FOR APPLICATION OF P-#, AWP-#

305 HUDDLE CPTT-2 RB-1 P-2 P-2 AWP-1 P-2 - - P-2 SEE INTERIOR ELEVATIONS FOR APPLICATION OF P-#, AWP-#

306 OFFICE CPTT-1 RB-1 P-1, AWP-1 P-1 P-1 P-1 - - ACT-1 SEE INTERIOR ELEVATIONS FOR APPLICATION OF P-#, AWP-#

318 KITCHEN RF-1 RB-2 P-1 P-1 P-1 P-1 PLAM-1 PLAM-2 (E)

FINISH LEGEND

F.

D

54.7

A461

A461

3' - 3" CLR

N.1C36

N.1C3

N.3

N.1C3

KITCHEN

6"

3' - 0"

TYPICAL

POWER /

DATA

TYPICAL

POWER /

DATA FOR

MONITOR

TYPICAL

VISUAL

FIRE

ALARM

SIGNAL

6'

CL

CL 4

M A

X

TYPICAL

LIGHT SWITCH /

THERMOSTAT /

PULL STATION

TYPICAL

POWER/

DATA @

FUTURE DESK

LOCATIONS

CL

EL. 0'-0"

FIN. FLR.

2' - 10"

TOP OF COUNTER

SDS-1 COUNTERTOP WITH

EASED EDGE

ELEC & DATA

SEE ELEC

PROVIDE 5MM DIA. HOLES AT 1"

O.C. W/ 4 PINS PER ADJUSTABLE

SHELF, TYP.

NOTE: REFER TO

SPECIFICATIONS FOR

SCHEDULED HARDWARE

3" TYP

1' - 10"

PLAM-1 CABINET FACE

4"

(E) RATED PARTITION

1'

1/

2"

1/ 2"

GROMMET HOLE AND GROMMET

CLEAR SEALANT BEAD

VENT SLOT

COORDINATE LOCATIONS IN FIELD

(2) TOTAL AT CREDENZA

ANGLED WALL

5'

2'

1'

LOCATION OF MICROWAVE

LOCATION OF COFFEE BREWER

COFFEE POT

STORAGE

ADA DISHWASHER

OPEN

RB-2

PT-1

ANGLED COUNTER

ANGLED CABINET

1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"

4 / A461 5 / A461 5 / A461 5 / A461 5 / A461 5 / A461

2' - 0" 2' - 0" 1' - 0"2' - 1" CLR

7 / A461 7 / A461 6 / A461

2'

0"

VERTICAL WOOD GRAIN AT PLAM-1, TYP

PLAM-2 COUNTER AND BACKSPLASH

LOCATION OF RELOCATED

(E) REFIGERATOR

PT-1

RB-2

3' - 3" CLR

48 min m in

1' - 1 3/4" UOI

/2

U O

I

PROVIDE 5MM DIA. HOLES AT 1"

O.C. W/ 4 PINS PER ADJUSTABLE

SHELF, TYP.

NOTE: REFER TO

SPECIFICATIONS FOR

SCHEDULED HARDWARE

EL. 7'-6" UOI

T.O. CABINET

PLAM-1

PROVIDE 5MM DIA. HOLES AT 1"

O.C. W/ 4 PINS PER ADJUSTABLE

SHELF, TYP.

1' - 1 3/4" UOI

U O

I

EL. 7'-6" UOI

T.O. CABINET

PLAM-1, ALL EXPOSED SURFACES

NOTE: REFER TO

SPECIFICATION FOR

SCHEDULED HARDWARE

OPEN FOR

WHEELCHAIR

ACCESS

BACKSPLASH AT RETURN WALL,

WHERE OCCURS

UNDERMOUNTED SINK

ALL EXPOSED PIPING TO BE

PROTECTED, TYP

SCHEDULED WALL - PROVIDE

BACKING AS REQUIRED

CLEAR SEALANT BEAD

M A

X

M

IN

C L R

8" MIN.

M

IN

3"

2' - 0"

/2

/2

EL. 2'-10" (UOI)

TOP OF COUNTER

EL. 0'-0"

FIN. FLR.

PLAM-1 AT CABINET

3" TOE KICK ATTACHED TO DOOR

FINISH FLOOR CONTINUOUS

UNDER SINK

FAUCET: OPERABLE PARTS SHALL

BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR

TWISTING OF WRIST. FORCE

REQUIRED TO ACTIVATE SHALL

BE 5 LB MAX

PLAM-2 AT COUNTER AND BACKSPLASH

3/ 4"3"

NOTE: REFER TO SPECIFICATIONS

FOR SCHEDULED HARDWARE

BACKSPLASH AT RETURN WALL,

WHERE OCCURS

CLEAR SEALANT BEAD

SCHEDULED WALL - PROVIDE

BACKING AS REQUIRED

PROVIDE 5MM DIA. HOLES AT 1"

O.C. W/ 4 PINS PER ADJUSTABLE

SHELF, TYP.

/2

/2

2' - 0" UOI

EL. 2'-10" (UOI)

TOP OF COUNTER

EL. 0'-0"

FIN. FLR.

PLAM-2 AT COUNTER AND

BACKSPLASH

PLAM-1 AT CABINET

MIN.

1' - 6"

DOOR

SCHEDULED

MIN.

1' - 0"

TYP.

4"

WALL OR STOREFRONT

SYSTEM AS INDICATED

ON PLAN

1/2" = 1'-0"2

318 - KITCHEN NORTH

1/2" = 1'-0"3

318 - KITCHEN NORTHEAST

1 1/2" = 1'-0"8

VENTED CREDENZA AT CONFERENCE

ROOM

1/2" = 1'-0"10

TYPICAL MOUNTING HEIGHTS

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ENLARGED PLANS

AND DETAILS

MARCH 29, 2024

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1/2" = 1'-0"1

ENLARGED KITCHEN PLAN

1/2" = 1'-0"11

CLEAR FLOOR SPACE

1 1/2" = 1'-0"5

UPPER CABINET WITH DOOR

1 1/2" = 1'-0"4

UPPER CABINET OPEN SHELVES

1 1/2" = 1'-0"7

ADA SINK CABINET

1 1/2" = 1'-0"6

BASE CABINET WITH DRAWER

3/8" = 1'-0"12

TYPICAL DOOR CLEARANCES

EQ EQ

WITH CENTER OF AWP-2 PANEL

ALIGN CENTER OF OPENING

PT-1

RB-1

PT-1 HATCH INDICATES AWP-2

PROVIDE

OPENING FOR

ELEC, DATA, OFOI

WALL MOUNT AND

MONITOR,

PROVIDE BACKING

+/- 3' - 4" MFR STD 44.5" MFR STD 44.5" MFR STD 44.5" MFR STD 44.5" +/- 2' - 7 1/2"

A W

P -T

R

IM

PT-1 AT GWB PT-1

RB-1

PT-1

RB-1

PT-1

REMOVE EXISTING FILM AT RELITES, CLEAN AND

PREP FOR INSTALLATION OF GLAZING FILM GLF

PT-2

RB-1

PLAM-1

AWP-1

SDS-1

RUN GRAIN

VERTICALLY,

TYP

EQ3' - 6"3' - 6"3' - 6"EQ

6'

FILLER EQ1' - 1"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 1"FILLER EQ

PROVIDE OPENING

FOR ELEC, DATA, OFOI WALL

MOUNT AND MONITOR,

PROVIDE BACKING

TYP8

A461

PT-1

RB-1

PT-1

RB-1

ALIGN EQ ALIGN EQ

ALIGN WB-1 WITH LIGHT FIXTURE ABOVE

WB-1

PT-1

RB-1

3'

4'

12' - 0"

ANGLED WALLAWP-2

PROVIDE

OPENING FOR

ELEC, DATA,

OFOI WALL

MOUNT AND

MONITOR,

PROVIDE

BACKING

EQ EQ

WITH CENTER OF AWP-2 PANEL

ALIGN CENTER OF OPENING

MFR STD 44.5"MFR STD 44.5"MFR STD 44.5"MFR STD 44.5"+/- 2' - 9"

PT-1

RB-1

PT-1

RB-1

PT-1 WB-2

RB-1

3'

EQEQ

4'

6' - 0"

RB-1

PT-2

EQEQ

RB-1

HATCH INDICATES

AWP-1

3"

BO GWB SOFFIT

A493

RB-1

PT-2

RB-1

PT-2

RB-1

PT-2

RB-1

PT-2

EQ EQ4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"

RB-1

AWP-1

3"

BO GWB SOFFIT

A493

RB-1

PT-2

EQEQ

RB-1

AWP-1

BO GWB SOFFIT

3"

A493

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Drawing No.

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INTERIOR

ELEVATIONS

MARCH 29, 2024

22371.00

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GENERAL NOTES

1. ALL DIMENSIONS FROM FINISH FLOOR ARE FROM LEVEL 3

(E) FINISH FLOOR OF BUILDING.

2. REFER TO A491 FOR INTERIOR WALL ASSEMBLIES AND

DETAILS.

3. REFER TO 11/A491 FOR BACKING REQUIREMENTS AT WALL-

MOUNTED ITEMS AND EQUIPMENT.

4. ALL FIXTURES AND ACCESSORIES MOUNTED TO MEET ADA

REQUIREMENTS. SEE 10/A491 FOR MOUNTING HEIGHTS.

5. PAINT ENTIRE WALL AT PARTITION INFILL OR REPAIR.

6. HVAC/PLUMBING FIXTURES/FIRE ALARM DEVICES ARE THE

RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR

PER GENERAL NOTES ON G001. THIS INCLUDES DESIGN

WORK TO DETERMINE LOCATION OF RELOCATED SUPPLY

AND EXHAUST GRILLES, RELOCATED SINK. HVAC AND

PLUMBING ITEMS SHOWN IN DRAWINGS ARE FOR DESIGN

INTENT ONLY.

7. COORDINATE WITH OWNER FOR SALVAGED STORAGE OF

DOORS AND FRAMES TO BE REMOVED.

SHEET NOTES

1. REFER TO GENERAL NOTES ON G001

2. SEE DOOR SCHEDULE FOR DOOR DETAIL REFERENCES.

3. ALL EXPOSED GWB TO BE PAINTED P-1 UNLESS OTHERWISE

INDICATED

4. ALL INTERIOR GLAZING TO BE G-1 UNLESS OTHERWISE

INDICATED

5. PROVIDE BACKING AS REQUIRED TO SUPPORT WALL AND

CEILING HUNG COMPONENTS, REFER TO 11/A491 FOR

BACKING SCHEDULE. VERIFY LOCATION(S) WITH OWNER

PRIOR TO INSTALLATION OF FINISH MATERIAL

6. ALL WOOD BLOCKING, NAILERS, ETC. AT RATED WALLS TO

BE FIRE-RETARDANT-TREATED.

7. CONFIRM LOCATIONS OF ELECTRICAL OUTLETS WITH

OWNER PRIOR TO INSTALLATION.

1/4" = 1'-0"1

303 - COMMON AREA NORTH

1/4" = 1'-0"2

303 - COMMON AREA EAST

1/4" = 1'-0"3

303 - COMMON AREA SOUTH

1/4" = 1'-0"4

303 - COMMON AREA WEST

1/4" = 1'-0"5

303 - COMMON AREA FEATURE WALL

1/4" = 1'-0"6

304 - CONFERENCE NORTH

MARK DATE DESCRIPTION

1/4" = 1'-0"8

304 - CONFERENCE SOUTH

1/4" = 1'-0"7

304 - CONFERENCE EAST

1/4" = 1'-0"9

304 - CONFERENCE WEST

1/4" = 1'-0"10

306 - OFFICE NORTH

1/4" = 1'-0"11

306 - OFFICE SOUTH

1/4" = 1'-0"12

306 - OFFICE WEST

1/4" = 1'-0"13

306 - OFFICE SOUTHEAST

1/4" = 1'-0"14

305 - HUDDLE NORTHEAST

1/4" = 1'-0"15

305 - HUDDLE SOUTHEAST

1/4" = 1'-0"16

305 - HUDDLE SOUTHWEST

1/4" = 1'-0"17

BOOTH NORTHEAST

1/4" = 1'-0"18

BOOTH SOUTHWEST

1/4" = 1'-0"21

FEATURE WALL NORTHEAST

1/4" = 1'-0"22

FEATURE WALL SOUTHEAST

1/4" = 1'-0"23

FEATURE WALL SOUTHWEST

1/4" = 1'-0"24

BOOTH SOUTHEAST

A491

PARTITION RATING

PARTITION DETAIL NUMBER

PARTITION HEAD CONDITION

STUD DIMENSION

INSULATION TYPE

S = SOUND ATTENUATION BLANKET

T = THERMAL INSULATION

N . 1 3 C 2 S

PARTITION TYPE SYMBOL

SEE PLANS & DETAILS FOR LOCATIONS

NOT USED

LINE OF

STRUCTURE

ABOVE

SUSPENDED

CEILING

C

PARTITION HEAD CONDITION

LINE OF

FLOOR

N NON RATED

1 1 HOUR

H HALF HOUR

PARTITION

RATING

0 7/8" HAT CHANNEL

2 2 1/2"

3 3 5/8"

4 4"

1 1 5/8"

STUD

DIMENSIONS

6 6"

5 5 1/2"

METAL WOOD

2 1/2"

3 1/2"

3/4"

1 1/2"

5 1/2"

5/8" TYPE "X" GYPSUM BOARD,

PAINT TO MATCH EXISTING

"WHITE" COLOR, BOTH SIDES

STEEL STUD, PER PARTITION

TYPE

CENTERLINE OF

STUD / DIM PT

SOUND ATTENUATION BLANKET

5/8" TYPE "X" GYPSUM BOARD,

PAINT TO MATCH EXISTING

"WHITE" COLOR

STEEL STUD, PER PARTITION

TYPE

CENTERLINE OF

STUD / DIM PT

EXISTING GWB, DEMO, PATCH AND

REPAIR AS REQD

EXISTING METAL STUD

NEW WALL, REFER PLAN FOR

ASSEMBLY

NOTE: REMOVE EXISTING FOR NEW

CONSTRUCTION AS REQD.

SALVAGE, REFURBISH AND

REPLACE. ONLY DEMO WHERE NEW

CONSTRUCTION OCCURS IN SAME

SPACE AS EXISTING.

SIZESPAN GAUGE SIZE

3 1/2"

<14'-0"

25 16" OC

3 1/2" 20 24" OC

4" 25 24" OC

6" 25 24" OC

3 1/2"

14'-0"

TO

19'-0"

18 12" OC

4" 20 16" OC

6" 25 16" OC

6" 20 24" OC

14'-0"

TO 19'-0"

4" 18 12" OC

6" 20 16" OC

>22'-8"

6" 20 12" OC

6" 18 16" OC

SPAN TABLE

INTERIOR NON-BEARING STUDS (UNO)

NOTE: DOUBLE STUD WALLS - PROVIDE INTERMEDIATE

BRIDGING @ 4'-0" MAX. AS SHOWN BELOW:

2 - #8 SCREWS THROUGH

2" BENT LEG, TYP

BRIDGING

STUDS

NOTE: STUDS SHALL HAVE SHEATHING BOTH SIDES

ATTACHED WITH MINIMUM OF #6 SCREWS AT 12" O.C. MAX.

INT PARTITION SPAN TABLE

(6) #10 SCREWS TRACK TO

JAMB

2 x 2 x 14 GA. CLIP ANGLE

TOP & BOTTOM WITH (3) #10

SHEET METAL SCREW EA

LEG

BOTTOM TRACK TO

EXTEND INTO JAMB

16 GA. TRACK X 2 1/4"

LONG, ATTACH WITH (6) #10

SCREWS TO HEADER.

ATTACH TO HEADER

BEFORE HEADER IS IN

PLACE

CUT TOP FLANGE OF

HEADER TRACK AS

REQUIRED

5/8" GYPSUM BOARD, TYPE "X",

ALL SIDES (EXISTING)

PUTTY PAD SEALANT

DUCT

PIPE/CONDUIT

1/ 4"

/8

SEALANT

1/ 8"

M

IN

NOTE:

FOR RECESSED ACCESSORIES OR CABINETS PROVIDE BLOCKING, GYPSUM BOARD AND FIRE

STOPPING SIMILAR TO DETAIL AT DUCT.

PROVIDE FIRE DAMPER AT WALL

PENETRATION.

INSTALL THROUGH PENETRATION

FIRE STOPPING AT PIPE,

CONDUIT, & CABLE

PENETRATIONS.

(E) FLOOR STRUCTURE

(E) FLOOR/CEILING

ASSEMBLY

FLOORING, SEE FINISH

SCHEDULE

EL. 0'-0"

FIN. FLR.

NOTE:

CHANGES IN LEVEL BETWEEN 1/4"

MIN & 1/2" HIGH MAX SHALL BE

BEVELED WITH A SLOPE NOT

STEEPER THAN 1:2. CHANGES IN

LEVEL OF 1/4" HIGH MAX SHALL BE

PERMITTED TO BE VERTICAL

ADA THERMOPLASTIC RUBBER

TRANSITION RT-2

CARPET AT SCHEDULED

RESILIENT FLOORING AS

SCHEDULED

(E) FLOOR STRUCTURE

CENTER BUTT JOINT AT

FLOORING TRANSITION, OR

RESILIENT TRANSITION

UNDER DOOR

SCHEDULED ROOM SCHEDULED ROOM

FLOOR AS SCHEDULED

(E) CONCRETE SLAB

LC

EL. 0'-0"

FIN. FLR.

FLOOR AS SCHEDULED

(E) METAL T-BAR

(E) METAL SUSPENSION SYSTEM

SEALANT

(E) ACOUSTIC CEILING PANEL

J-BEAD

STEEL TRACK, FASTEN RUNNER

TO CLG SUPPORT @ 2'-0" OC

THRU NEOPRENE BLOCKS

NEOPRENE FOAM TAPE CONT

BETWEEN BLOCKS

(E) CONCRETE FLOOR SLAB

SEE PLANS FOR PARTITION TYPE

WIRE HANGER, WALL LATERAL

BRACING:

12 GA STL WIRE @ 5'-0" OC BOTH

SIDES, IN OPPOSITE DIRECTIONS

& PERPENDICULAR TO

PARTITION

0.157 DIA POWDER ACTUATED

FASTENER W/ 1" EMBED AND 1.425"

ROUND WASHER @ 32" OC

METAL FASTENER, TYP

T Y

P

M

A X

STABILIZER BAR OR VERTICAL

STRUT

SEE PLANS FOR FINISH FLOOR

SEALANT

J-BEAD

STEEL TRACK, FASTEN RUNNER

TO CLG SUPPORT @ 2'-0" OC

THRU NEOPRENE BLOCKS

NEOPRENE FOAM TAPE CONT

BETWEEN BLOCKS

(E) CONCRETE FLOOR SLAB

SEE PLANS FOR PARTITION TYPE

WIRE HANGER, WALL LATERAL

BRACING:

12 GA STL WIRE @ 5'-0" OC BOTH

SIDES, IN OPPOSITE DIRECTIONS

& PERPENDICULAR TO

PARTITION

0.157 DIA POWDER ACTUATED

FASTENER W/ 1" EMBED AND 1.425"

ROUND WASHER @ 32" OC

METAL FASTENER, TYP

T Y

P

M

A X

STABILIZER BAR OR VERTICAL

STRUT

METAL T-BAR

METAL SUSPENSION SYSTEM

ACOUSTIC CEILING PANEL

ACT-1

SEE PLANS FOR FINISH FLOORTYPE PLAN DETAIL USE @ THE FOLLOWING

LOCATIONS

TOP & BOTTOM

3/16

A

B

C

D

METAL FRAMING, 600S200-97

MARKER BOARDS

WALL CABINETS / UPPER CABINETS

TACK BOARDS

BASE CABINETS

LIGHT VALANCES

ACOUSTICAL PANELS

ROLLER SHADES

MONITOR DISPLAY MOUNTING HARDWARE

BACKING PLATE SCHEDULE NOTES:

1. EXTEND BACKING PLATE ONE STUD SPACING BEYOND HUNG ITEM, EACH END MINIMUM

2. (E) BACKING TO BE REPLACED IF NOT MEETING REQUIREMENTS OF THIS SCHEDULE

(3) #10 SHEET METAL SCREWS

EACH STUD

METAL FRAMING, 600S200-54

C

(3) #10 SHEET METAL SCREWS

EACH STUD

STUD SIZE PER WALL TYPE

STUD SIZE PER WALL TYPE,

16 GA MIN

(E) METAL STUD

METAL FRAMING, 800S200-54

(3) #10 SHEET METAL SCREWS

EACH STUD

(E) STUD

METAL FRAMING AS

REQUIRED TO SUPPORT ITEM,

8 IN MINIMUM, 16 GA MINIMUM

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Date

Sheet Title

Project No.

Drawing No.

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P ro je c t

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V E

R T

O N

N O

N -P

R O

F

IT

I N

C U

B A

T O

R

INTERIOR WALL

ASSEMBLIES AND

DETAILS

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

L

IK

A N

W A

Y S

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IT

E

B E

A V

E R

T O

N O

R E

G O

N

SHEET NOTES

1. PARTITION TYPE SYMBOLS ARE INDICATED ON PLANS, WALL SECTIONS

AND/OR DETAILS.

2. STUD SIZE, GAGE AND SPACING INDICATED IN THE SPAN TABLE SUPERCEDE

SIZES INDICATED IN THE PARTITION TYPE SYMBOL. VERIFY ALL VERTICAL

STUD SPANS.

3. ALL GWB TO BE 5/8" TYPE "X" UNLESS OTHERWISE INDICATED.

4. ACOUSTICAL SEALANT, (2) CONTINUOUS BEADS UNDER BOTTOM TRACK AND

AT PARTITION END WALLS ABUTTING ADJACENT SURFACES, TYPICAL AT ALL

PARTITIONS.

5. ALL WOOD IN ASSEMBLIES SHALL BE FIRE-RETARDANT TREATED.

6. ALL EXTERIOR WALL FURRING TO BE THERMALLY INSULATED.

7. ALL INTERIOR WALL AND CEILING FINISHES TO BE MINIMUM OF CLASS C

FLAME SPREAD.

3" = 1'-0"6

TYPICAL PARTITION @ (E) ACOUSTICAL

TILE CEILING

1 1/2" = 1'-0"1

TYPICAL PARTITION

1 1/2" = 1'-0"2

FURRED WALL

3" = 1'-0"3

NEW WALL @ EXISTING NON-RATED

WALL

3" = 1'-0"4

HEADER CONNECTION TO JAMB STUDS

3" = 1'-0"8

TYPICAL PARTITION @ ACOUSTICAL TILE

CEILING

3" = 1'-0"7

PATCHING AT FIRE RATED PARTITION

6" = 1'-0"10

TRANSITION CARPET TO RESILIENT FLOOR

6" = 1'-0"9

FLOOR TRANSITION DETAIL MARK DATE DESCRIPTION

3" = 1'-0"11

BACKING PLATE SCHEDULE

3/ 8"

A S

S E

M B

LY

P E

R W

A

LL

3/

8" VISION GLAZING WHERE OCCURS,

REFER ELEVATION

DOOR

INTERMEDIATE MULLION

DOOR MUTER AT DOOR JAMB AND

HEAD

1 1/2"

STOREFRONT PROFILE

(2)600S162-54

362T125-54

362T125-54

#10 SHEET METAL SCREWS

@ 6" OC STAGGERED

1/

2"

(2) 362S162-54

& (1) 362T125-54 JAMB

#10 TEKS SCREWS @ 6" OC

STAGGERED

STOREFRONT PROFILE

1 1/2"

STOREFRONT PROFILE

(2)600S162-54

362T125-54

362T125-54

#10 SHEET METAL SCREWS

@ 6" OC STAGGERED

1/

2"

(2) 362S162-54

& (1) 362T125-54 JAMB

#10 TEKS SCREWS @ 6" OC

STAGGERED

STOREFRONT PROFILE

1 1/2"

(E) CONCRETE FLOOR SLAB

SEE PLANS FOR FINISH FLOOR

MULLION AT SILL

VISION GLAZING, REFER ELEVATION

FIRE RETARDANT TREATED WOOD

BLOCKING AS REQD

3/8"

ASSEMBLY

PER WALL

3/8"

1/

2"

3/ 8"

A S

S E

M B

LY

P E

R W

A

LL

3/

8" VISION GLAZING WHERE OCCURS,

REFER ELEVATION

INTERMEDIATE MULLION

STOREFRONT PROFILE

1/

2"

(2)600S162-54

362T125-54

362T125-54

#10 SHEET METAL SCREWS

@ 6" OC STAGGERED

(2) 362S162-54

& (1) 362T125-54 JAMB

#12 TEKS SCREWS @ 6" OC

STAGGERED

STOREFRONT PROFILE

PT.

DIM

GLAZING GASKET

GLAZING CHANNEL

LC

SCHEDULED CEILING,

SEE CEILING PLAN

GLAZING, REFER TO SCHEDULE

DELEGATED DESIGN TO

ACCOMODATE STRUCTURAL

SUPPORT AT ALL-GLASS

SYSTEM FOR ALTERNATE

NO. 2

LC

SEALANT (BLACK)

GLAZING, REFER TO SCHEDULE

LC

PT.

DIM

P T

D

IM

P T

D

IM

SEALANT (BLACK)

LC

S E

E F

LO

O

R P

LA

N

S C

H E

D U

LE

D

P A

R T

IT

IO

N

GLAZING, REFER TO SCHEDULE

CORNER BEAD

PT.

DIM

GLAZING GASKET

GLASS WALL SYSTEM SADDLE

ANCHORAGE TO STRUCTURE

PER GLAZING SUPPLIER

SEE FLOOR PLAN

SCHEDULED PARTIITON

LC

GLAZING, REFER TO SCHEDULE

FINISH FLOOR PER SCHEDULE

EL. 0'-0"

FIN. FLR.

P T

D

IM

4" N

O M

CONTRACTOR TO ENSURE (E)

BEAM REINFORCING IS NOT

CUT OR DAMAGED DURING

ANCHOR INSTALLATION (e.g.

GPR)

(E) CONCRETE FLOOR SLAB

SEE PLANS FOR FINISH FLOOR

MULLION AT SILL

VISION GLAZING, REFER ELEVATION

3/8"

ASSEMBLY

PER WALL

3/8"

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

Scale

Date

Sheet Title

Project No.

Drawing No.

O w n e r

P ro je c t

I n te g ru s A rc h it e c tu re

M

IL

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IK

A N

W A

Y P

O B

O X

B E

A V

E R

T O

N O

R E

G O

N

3" = 1'-0"

/3

/2

:0

:5

P

M

A492

C

IT

Y O

F B

E A

V E

R T

O N

N O

N -P

R O

F

IT

I N

C U

B A

T O

R

INTERIOR

STOREFRONT

DETAILS

MARCH 29, 2024

22371.00

BID / PERMIT DOCUMENTS

M

IL

L

IK

A N

W A

Y S

U

IT

E

B E

A V

E R

T O

N O

R E

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3" = 1'-0"1

ALUM FRAME INTERMEDIATE MULLION @

SWING DOOR

3" = 1'-0"2

ALUM FRAME HEAD @ SWING DOOR

3" = 1'-0"3

ALUM FRAME JAMB @ SWING DOOR

3" = 1'-0"4

ALUM FRAME HEAD @ GLAZING LITE

3" = 1'-0"5

ALUM FRAME JAMB @ GLAZING LITE

3" = 1'-0"6

ALUM FRAME SILL @ GLAZING LITE

3" = 1'-0"7

ALUM FRAME INTERMEDIATE MULLION

3" = 1'-0"8

ALUM FRAME HEAD @ SLIDING DOOR

3" = 1'-0"9

ALUM FRAME JAMB @ SLIDING DOOR

3" = 1'-0"10

ALT 2 - ALL-GLASS HEAD

3" = 1'-0"11

ALT 2 - ALL-GLASS JOINT

3" = 1'-0"12

ALT 2 - ALL-GLASS AT PARTITION

3" = 1'-0"13

ALT 2 - ALL-GLASS SILL

MARK DATE DESCRIPTION

3" = 1'-0"14

ALUM FRAME SILL @ SLIDING DOOR

ACT PER CEILING PLAN

CORNER BEAD

6" M

IN

5/8" GYPSUM BOARD, P-# AS

SCHEDULED

METAL SUSPENSION SYSTEM

1" PERIMETER ANGLE

(E) CORRIDOR WALL

AWP-1

BLOCKING AS REQ'D

C21 RECESSED LINEAR

LIGHT FIXTURE

SHADOWMOLD PER MFR

5/8" GYPSUM BOARD, P-#

AS SCHEDULED

3" T

O B

.O . G

W B

A

LI

G N

3" EXTEND AWP-1

3" ABOVE SOFFIT

4 1/8"

METAL SUSPENSION

SYSTEM

APPROVED FASTENER

2" WALL ANGLE

8" MAX

2"

2" WALL ANGLE

8" MAX

2"

STABILIZER BAR

3/4"

M A

X

.0

0°

WIRE HANGER, SPLAYED

SEISMIC BRACING

STEEL STRAP 1" W x 2" L x 12 GA

3 TURNS

DRILL-IN EXPANSION ANCHOR,

5/16" MIN.

(E) STRUCT ABOVE

WALL LINE - ATTACHED

W A

LL

L

IN

E

U

N A

T T

A C

H E

D

NOTE:

THIS DIAGRAM INDICATES MAXIMUM SPANS FOR CEILING BRACING. COORDINATE

LOCATIONS WITH MECHANICAL.

CROSS 'T' BAR

M A

IN

'T

' B A

R

STABILIZER BAR @ UNATTACHED SIDE ONLY

9 GA. VERTICAL HANGER WIRES @ 2'-0" O.C. AT

EACH CARRYING CHANNEL

4 WAY - 45 DEGREE DIAGONAL…