2026-06-25_WaCo_SB_Tran_Window_PERMIT_SET_REV1.pdf

PROJECT LOCATION

PROJECT TEAM

BUILDING ADDRESS 215 SW ADAMS ST.

HILLSBORO, OR 97213

OWNER/LANDLORD WASHINGTON COUNTY, F&PSD

169 N FIRST AVE., MS-42

HILLSBORO, OR 97124

CONTACT: STUART SPAFFORD

PHONE: 503.846.6775

ARCHITECT ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

PHONE: 503.245.7100

FAX: 503.245.7710

CONTACT ROBERTA PENNINGTON

PHONE: 503.952.1347

ELECTRICAL ENGINEER COFFMAN

CONTACT: ANDY YANOSHEK

1050 SW 6TH AVE., STE. 1630

PORTLAND, OR 97204

PHONE: 503.552.3800

TENANT LECS CIVIL/ PERMITS DEPT

CONTRACTOR TBD

CODE INFORMATION NOTES

1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH

APPLICABLE CODE(S).

SCOPE OF WORK

1. DEMOLITION OF EXISTING WALL TO ACCOMMODATE NEW BALLISTIC-

RATED TRANSACTION WINDOW INTO SHARED LOBBY.

2. UPDATE EXISTING TRANSACTION COUNTER TO INCLUE A BALLISTIC-RATED

WINDOW.

3. ADD NEW ACCESS CONTROL CARD READER TO EXISTING DOOR

LOCATION.

ACCESSIBILITY UPGRADES SUMMARY

447.241 STANDARDS FOR RENOVATION, ALTERATION OR MODIFICATION OF

CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN.

IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS

SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL

PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE

FOLLOWING ORDER:

A. PARKING;

EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS.

B. AN ACCESSIBLE ENTRANCE;

EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS.

C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA;

EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS.

D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE

UNISEX RESTROOM;

EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS.

E. ACCESSIBLE TELEPHONES;

N/A

F. ACCESSIBLE DRINKING FOUNTAINS;

N/A

G. WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS

STORAGE AND ALARMS.

EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS.

GENERAL SYMBOLS

TAGS

DOOR NUMBER

KEYNOTE NUMBER

REVISION NUMBER

WINDOW TYPE

INTERIOR ELEVATION

DETAIL

WALL ASSEMBLY

CEILING HEIGHT

ROOM

SYMBOLS

GRID

NORTH ARROWS

ELEVATION DATUM

A101

DESCRIPTION

NORTH PROJECT

ROOM NAME

SIM

A101

A

SIM

A6.01

10'-0'

1t

TOP/BASE CONFIGURATION

A A

ASSEMBLY TYPE

AREA OF IMPROVEMENT

OPEN

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

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6.15.26

COVER SHEET

A0.00

WASH. CO. - LECS CIVIL/ PERMITS DEPT

SERVICE WINDOWS

SHEET INDEX

# NAME D

D

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P E

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.1

.2

A0.00 COVER SHEET ■ ■

A0.01 PROJECT NOTES ■ ■

A0.05 ICC CLEARANCE REQUIREMENTS ■ ■

A2.00 FLOOR PLAN, RCP, & ELEVATIONS ■ ■

A6.00 INTERIOR ELEVATIONS ■ ■

A7.00 INTERIOR DETAILS ■ ■

E-001 ABBREVIATIONS, SYMBOLS, SPECS & SHEET INDEX ■

E-121 LEVEL 2 - POWER FLOOR PLANS ■

1 VICINITY MAP

PROJECTNORTH NORTH

EXISTING PROPOSED

CONSTRUCTION TYPE:

SPRINKLERED:

BUILDING STORIES

(ABOVE GRADE):

BUILDING STORIES

(BELOW GRADE):

BUILDING OCCUPANCY:

TENANT IMPROVEMENT

AREA:

OCCUPANT LOAD FOR

TENANT IMPROVEMENT:

I-A UNCHANGED

YES UNCHANGED

2 (4 IN JAIL) FLOORS UNCHANGED FLOORS

0 FLOORS UNCHANGED FLOORS

B, I-3, A-3 UNCHANGED

250 USF UNCHANGED USF

- UNCHANGED

DEFERRED SUBMITTALS

BUILDING COMPONENT D

E

L E

G A

T E

D D

E S

IG

N

D E

F E

R R

E D

S U

B M

IT

T

A L

S E

P A

R A

T E

P E

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IT

FIRE SPRINKLER ■ ■ ■

FIRE ALARM ■ ■ ■

MECHANICAL ■ ■ ■

BUILDING INFORMATION

BUILDING CODE: 2022 OREGON STRUCTURAL SPECIALTY CODE

ELECTRICAL CODE: 2022 OREGON ELECTRICAL SPECIALTY CODE

MECHANICAL CODE: 2022 OREGON MECHANICAL SPECIALTY CODE

FUEL GAS CODE: 2023 OREGON PLUMBING SPECIALTY CODE

FIRE CODE: 2021 OREGON FIRE CODE

ENERGY CODE: 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE

ACCESSIBILITY CODES: ICC A117.1-2017 / 2010 ADA STANDARDS

1" = 40'-0"2 KEY PLAN

REVISION DATE REASON FOR ISSUE

PROJECT NOTES

1. THESE DRAWINGS ARE THE PROPERTY OF ANKROM MOISAN ARCHITECTS

AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT.

2. VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE

ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.

3. CARE HAS BEEN TAKEN TO DOCUMENT EXISTING CONSTRUCTION

CONDITIONS. HOWEVER, FIELD CONDITIONS AND HIDDEN CONDITIONS

MAY DIFFER AND POSE POTENTIAL CONFLICTS WITH THE DRAWINGS.

FAILURE TO REPORT DISCREPANCIES OR CONFLICTS TO ARCHITECT PRIOR

TO PERFORMING WORK MAY LEAD TO WORK IN QUESTION BEING

REJECTED BY TENANT OR ARCHITECT.

4. WORK SHALL BE PERFORMED PER APPLICABLE CODES AND STANDARDS.

5. SEE ACCESSIBILITY SHEET(S) FOR ACCESSIBLE CLEARANCES TO BE

PROVIDED.

6. COORDINATE THE WORK OF DELEGATED DESIGN COMPONENTS WITH

THE WORK OF OTHER TRADES.

7. IF WORK IS TO BE PERFORMED AFTER HOURS, CONTRACTOR TO CONFIRM

WORK REQUIREMENTS WITH AGENCY AND OWNER.

8. PROVIDE EMAIL CONFIRMATION TO THE ARCHITECT THAT CONTRACTOR

HAS READ AND REVIEWED THIS INFORMATION.

GENERAL REQUIREMENTS

PROTECTION AND CLEANING

1. ERECT TEMPORARY CONSTRUCTION BARRIERS AND EMPLOY NOISE, DUST

AND INFECTION CONTROL MEASURES AS NEEDED TO PROTECT PASSERS-

BY AND ADJACENT SPACES DURING CONSTRUCTION. REMOVE

TEMPORARY BARRIERS AT COMPLETION OF CONSTRUCTION AND

RESTORE THE AFFECTED AREAS TO THEIR PRE-CONSTRUCTION

CONDITION.

2. MAINTAIN THE PREMISES AND THE JOBSITE IN A NEAT, ORDERLY

CONDITION. AT THE END OF EACH WORK DAY LEAVE THE SITE FREE FROM

ACCUMULATED WASTE MATERIALS AND RUBBISH. REMOVE CRATES,

CARTONS, AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM

THE WORK AREA AT THE END OF EACH WORKING DAY.

3. CLEAN PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES, AND SIMILAR

SPACES, AND LEAVE THEM FREE OF RUBBISH, LOOSE PLASTER, MORTAR

DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT, AND DUST.

4. UPON COMPLETION OF THE WORK, THOROUGHLY CLEAN THE PREMISES

AND WASH THE INSIDE OF ALL WINDOWS AND ALL INTERIOR GLAZING

AND MAKE THE SPACE OTHERWISE READY FOR OCCUPANCY.

WARRANTY

1. WARRANT ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS PROVIDED

UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR AFTER

SUBSTANTIAL COMPLETION.

DIMENSIONS

1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO

CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS PRIOR TO

CONSTRUCTION.

2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN.

3. DO NOT ADJUST CLEAR DIMENSIONS WITHOUT APPROVAL OF THE

ARCHITECT.

4. DIMENSIONS ARE MEASURED FROM GRIDLINE, FACE OF CONCRETE, FACE

OF MASONRY CENTERLINE OF STUD UNLESS OTHERWISE NOTED.

5. DIMENSIONS NOTED AS ‘INSIDE CLEAR' ARE MEASURED FROM THE FACE

OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK,

FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, ETC.)

6. NOTES TO 'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES.

7. 'FLOOR LINE’, ‘FLOOR,' OR ’FLOOR LEVEL' REFER TO TOP OF CONCRETE

SLAB OR TOP OF CEMENTITIOUS UNDERLAYMENT. FINISH FLOORING IS

INSTALLED ABOVE THE FLOOR LINE.

8. 'FINISH FLOOR' REFERS TO THE TOP OF FINISH FLOORING.

1. DESIGN, FURNISH AND INSTALL THE FOLLOWING WORK ON A DELEGATED

DESIGN BUILD BASIS:

A. METAL FRAMING FOR WALLS, SOFFITS AND CEILINGS

B. MECHANICAL HVAC

C. FIRE PROTECTION

D. ELECTRICAL

E. LOW VOLTAGE

F. MODIFICATIONS TO EXISTING FIRE ALARM

2. COORDINATE DELEGATED OR DEFERRED DESIGN ITEMS FOR REVIEW AND

APPROVAL BY OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

3. PROVIDE DRAWINGS AND SPECIFICATIONS AS REQUIRED BY THE

AUTHORITY HAVING JURISDICTION (AHJ) FOR PERMITTING PURPOSES

4. CONFORM WITH THE APPLICABLE BUILDING CODES AND OTHER STATE

AND LOCAL CODES AS REQUIRED.

5. INFORMATION RELATING TO DELEGATED DESIGN IS PROVIDED FOR

DESIGN INTENT ONLY. VERIFY REQUIREMENTS OF OWNER AND AGENCY.

DELEGATED DESIGN

CODE COMPLIANCE

1. MAINTAIN REQUIRED COVERAGE FOR ALL EMERGENCY LIGHTING,

SPRINKLERS, FIRE DETECTORS, AND FIRE ALARM COMMUNICATION

DEVICES DURING CONSTRUCTION.

2. VERIFY FIRE EXTINGUISHER LOCATIONS WITH THE FIRE MARSHAL. LOCATE

FIRE EXTINGUISHERS IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW, AND

SPACED A MAXIMUM OF 75 FEET APART MEASURED ALONG PATH OF

TRAVEL. VERIFY EXTINGUISHER CAPACITY TO PROVIDE NO MORE THAN

ONE EXTINGUISHER FOR EVERY 3,000 SQUARE FEET OF FLOOR AREA.

3. PROVIDE SMOKE DETECTORS PER APPLICABLE CODES.

4. PROVIDE EXIT SIGNS AND ILLUMINATION IN ACCORDANCE WITH THE

REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

WORKMANSHIP

1. PROVIDE ALL WORK LISTED, SHOWN, OR IMPLIED ON CONSTRUCTION

DOCUMENTS UNLESS NOTED OTHERWISE.

2. CONFORM TO OWNER’S BUILDING STANDARD DETAILS UNLESS NOTED

OTHERWISE.

3. EXCEPT WHERE REUSE IS NOTED, ALL MATERIALS, EQUIPMENT AND

APPLIANCES USED IN THE WORK SHALL BE NEW.

4. EXERCISE CARE WHERE NEW WALL CONSTRUCTION ABUTS, INTERSECTS,

OR JOINS EXISTING ADJACENT CONSTRUCTION. MAINTAIN FIRE AND

ACOUSTIC ASSEMBLY INTEGRITY WHERE NEW WALLS ABUT, INTERSECT,

OR JOIN EXISTING.

5. PATCH, REPAIR, AND OTHERWISE RESTORE EXISTING MATERIALS,

EQUIPMENT, AND FINISHES TO AS-NEW CONDITION.

DEMOLITION

1. DISMANTLE AND REMOVE ALL ITEMS NOT SCHEDULED TO REMAIN OR TO

BE REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE

OF MATERIALS/ITEMS WITH AGENCY.

2. REMOVE ALL UTILITIES (WIRING, CONDUITS, SWITCHES, ELECTRICAL

BOXES, EQUIPMENT, PIPING, FIXTURES, ETC.) AND OTHER

APPURTENANCES FROM EXISTING CONSTRUCTION SCHEDULED FOR

DEMOLITION BACK TO NEAREST POINT OF CONNECTION TO SOURCE.

3. REMOVE WATER SUPPLY, WASTE AND VENT PIPING FROM FIXTURES,

EQUIPMENT, WALLS, OR OTHER ITEMS SCHEDULED TO BE DEMOLISHED

BACK TO NEAREST CONCEALED POINT OF CONNECTION TO MAIN PIPING.

4. EXERCISE CARE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING

FEEDS. WHERE POSSIBLE REMOVE ALL ABANDONED UTILITY FEEDS BACK

TO THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE.

5. PENETRATING ELEMENTS THAT PROJECT THROUGH THE ROOF, FLOOR

ABOVE, OR BUILDING ENCLOSURE SHALL NOT BE ABANDONED IN PLACE.

REMOVE ELEMENT AND USE APPROPRIATELY TRAINED PERSONNEL TO

REPAIR ROOF, FLOOR, OR ENCLOSURE PENETRATION.

6. REMOVE HANGERS, SUPPORTS, BRACES AND OTHER APPURTENANCES

FROM WALLS AND CEILINGS SCHEDULED FOR DEMOLITION.

7. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING

SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY OWNER

IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO BE IN DANGER. DO NOT

REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND

AUTHORIZATION BY A STRUCTURAL ENGINEER.

8. DO NOT REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR

DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER.

9. PORTIONS OF WALLS SCHEDULED TO REMAIN MAY BE DEMOLISHED AND

REPLACED WITH NEW AT THE CONTRACTOR'S OPTION PROVIDED

QUALITY IS ACHIEVED WITHIN PROJECT BUDGET.

10. PATCH, RESTORE, OR OTHERWISE RECONSTRUCT AREAS DAMAGED OR

EXPOSED DURING DEMOLITION TO MATCH ADJACENT SURFACES.

11. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW

WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS.

SUBMITTALS, SAMPLES. MOCK-UPS, AND SHOP DRAWINGS

1. NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE

INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES

(PROVIDE 3), BROCHURES OR OTHER SUBMITTALS CALLED FOR HEREIN

HAVE BEEN APPROVED BY THE ARCHITECT. ALLOW (5) BUSINESS DAYS

FOR REVIEW.

2. PROVIDE SHOP DRAWINGS OF THE FOLLOWING ITEMS FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION:

A. CASEWORK

B. DELEGATED DESIGN COMPONENTS

C. DOORS, FRAMES AND HARDWARE

3. SUBMIT SAMPLES FOR THE FOLLOWING ITEMS, BUT NOT LIMITED TO:

A. PAINT DRAW-DOWNS

B. CASEWORK FINISHES

4. SUBMIT WRITTEN SUBSTITUTION REQUESTS FOR APPROVAL PRIOR TO

PURCHASE OR INSTALLATION OF ANY ITEM. WRITTEN SUBSTITUTION

REQUESTS SHALL INCLUDE REASONS FOR SUBSTITUTION PLUS

SUFFICIENT INFORMATION REGARDING COST, QUALITY, WARRANTY,

INSTALLATION, AND ANY OTHER PERTINENT INFORMATION NEEDED BY

THE OWNER AND ARCHITECT TO CONFIRM THE SUITABILITY OF THE

MATERIAL BEING PROPOSED.

5. ALLOW (5) BUSINESS DAYS FOR REVIEW OF ALL REQUESTS FOR

INTERPRETATION (RFI).

FIRE RATED CONSTRUCTION

1. PROTECT AND SEAL PENETRATIONS AND JOINTS AT FIRE RATED

CONSTRUCTION. MATCH THE FIRE-RESISTIVE RATING OF THE ASSEMBLIES

BEING PENETRATED. CONFORM TO THE REQUIREMENTS OF THE

AUTHORITY HAVING JURISDICTION.

2. FIRE RATED ASSEMBLIES: SEAL JOINTS, PENETRATIONS, AND

INTERSECTIONS WITH FIRE CAULKING

3. RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS SHALL MEET THE

REQUIREMENTS OF THE LISTING SOURCE. INSTALL ALL MATERIALS IN

STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE

LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAGE AND

SPACING, FASTENER SIZE AND SPACING, ORIENTATION OF GYPSUM

WALLBOARD, OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR

OPPOSITE SIDES OF WALL, BRIDGING, AND CROSS BRACING.

INTERIOR WALLS

1. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED.

2. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE

FIRE RETARDANT TREATED.

3. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION

RESISTANT.

4. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS

REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS, ARTWORK,

SHELVING, AND OTHER APPLIED WALL MOUNTED FIXTURES, FINISHES OR

EQUIPMENT.

5. MAXIMUM STUD SPACING IS 24 INCHES ON CENTER UNLESS NOTED

OTHERWISE. MINIMUM STUDS OR FURRING GAUGE IS 25.

6. ADJUST STUD GAUGE AND SPACING TO MEET MANUFACTURER'S

PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO

SUPPORT ALL APPLIED LOADS FROM: FIXTURES, FURNISHINGS AND

EQUIPMENT; CASEWORK; GRAB BARS; WALL FINISHES; PRESSURIZATION;

ETC.

7. PROVIDE SMOOTH, LEVEL 4 FINISH AT NEW GYPSUM BOARD WALL

SURFACES, PER AWC I STANDARDS. APPLY A DRYWALL PRIMER

(SHEETROCK BRAND "FIRST COAT" OR EQUIV.) PRIOR TO FINAL FINISH

COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS.

8. WHERE GYPSUM WALLBOARD PARTITIONS ARE INDICATED, PROVIDE 5/8"

FIRE-RATED GYPSUM WALLBOARD (TYPE 'X') AS DEFINED IN ASTM C1396.

FINISH AS INDICATED.

FIRE PROTECTION

1. PROVIDE DRAWINGS INDICATING:

A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS

B. PRESSURE REQUIREMENTS

C. SPRINKLER HEAD SPECIFICATIONS

D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS

2. VERIFY EXTENT OF EXISTING NFPA 13 FIRE SPRINKLER SYSTEM. EXISTING

AND NEW WORK SHALL INCLUDE QUICK RESPONSE HEADS IN

CONFORMANCE WITH APPLICABLE CODES AND STANDARDS.

HEATING, VENTILATION, AND AIR CONDITIONING

1. INSTALL MECHANICAL SYSTEMS AND EQUIPMENT PER APPLICABLE CODES

AND STANDARDS.

2. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS,

LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM.

3. CONTRACTOR TO BALANCE HVAC SYSTEM AND PROVIDE BALANCE

REPORT AT COMPLETION OF WORK.

4. PROVIDE DELEGATED DESIGN MECHANICAL ENGINEERING DRAWINGS

INDICATING:

A. SIZES AND MATERIALS OF DUCTS

B. LOCATIONS OF DAMPERS, ACCESS PANELS, AND THERMOSTATS

C. AIR MOVEMENT REQUIREMENTS

D. SIZES OF GRILLS AND REGISTERS

5. CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS

AND THERMOSTATS.

6. RE-ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY

OWNER FOR ALTERED SUITE.

ELECTRICAL AND LOW VOLTAGE

1. COMPLETE ELECTRICAL, DATA, COMMUNICATION, AND SECURITY WORK

IN ACCORDANCE WITH ALL APPLICABLE CODES.

2. CONFORM TO APPLICABLE ENERGY CODE. VERIFY APPROVED ENERGY

CODE REQUIREMENTS AND ENERGY MANAGEMENT SYSTEM AS PART OF

THE DESIGN BUILD CONTRACT.

3. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND

OPERABLE ELECTRICAL SYSTEM.

4. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES

SHOWN. PROVIDE DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS

INDICATING:

A. CIRCUITING

B. POWER & DATA DEVICES

5. COORDINATE DATA, COMMUNICATIONS, AND FIRE SAFETY DEVICES WITH

INTERIOR ELEVATIONS AND FINISHES.

6. AGENCY DATA AND COMMUNICATION SHALL BE SEPARATE FROM OTHER

AGENCY SPACES OR AS DIRECTED BY OWNER.

7. VERIFY EXISTING CONDITIONS. PROVIDE ALTERATIONS TO EMERGENCY

EXIT LIGHTING AND ACCESS PATHWAY LIGHTING PER APPLICABLE CODES

AND STANDARDS.

8. FIELD REVIEW LOCATION OF ALL WALL MOUNTED POWER AND DATA

BOXES AND MUD RINGS WITH THE AGENCY BEFORE INSTALLATION OF

CONDUITS AND WIRING.

9. PROVIDE SEPARATE CIRCUITS FOR AGENCY’S EQUIPMENT WHEN NOTED

ON THE CONSTRUCTION DOCUMENTS.

10. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE

REQUIRED FOR POWER/DATA DEVICES. COORDINATE WITH INTERIOR

FINISHES AND CASEWORK.

11. CABLING FOR VOICE AND DATA TO BE PROVIDED BY AGENCY’S VENDORS

AND SHALL BE COORDINATED BY THE BUILDING OWNER.

12. REUSE EXISTING ELECTRICAL OUTLETS WHEREVER PRACTICAL UNLESS

NOTED OTHERWISE.

13. PROVIDE NEW ELECTRICAL OUTLETS PER POWER AND DATA PLAN.

14. MOUNT NEW ELECTRICAL DEVICES AT HEIGHTS CONFORMING TO ADA.

15. GANG MULTIPLE DEVICES WHERE THEY OCCUR IN A SINGLE LOCATION.

16. BACK-TO-BACK ELECTRICAL DEVICES ARE NOT PERMITTED. OFFSET

ELECTRICAL DEVICES AT LEAST ONE STUD BAY MINIMUM AS REQUIRED

FOR ACOUSTICAL CONTROL.

1. SUBMIT WRITTEN PENETRATION DETAILS FOR REVIEW AND APPROVAL BY

THE OWNER’S STRUCTURAL ENGINEER. DO NOT CORE DRILL, TRENCH, OR

OTHERWISE PENETRATE EXISTING CONCRETE SLABS PRIOR TO RECEIVING

APPROVAL. SLEEVE AND SEAL ALL THROUGH-SLAB PENETRATIONS IN

ACCORDANCE WITH CURRENT CODE.

2. ANY AND ALL MECHANICAL FASTENING, CORE DRILLING, SLAB

TRENCHING AND/OR PENETRATIONS OF THE EXISTING CONCRETE SLAB

SHALL REQUIRE:

A. A CERTIFICATION BY THE OWNER'S STRUCTURAL ENGINEERS

B. BE SLEEVED AND SEALED AS INDICATED IN OWNER'S SHELL/CORE

BUILDING FLOOR PENETRATION DETAIL.

3. ALL PENETRATION WORK SHALL REQUIRE X-RAYING OF STRUCTURAL

SLABS. AGENCY/AGENCY'S CONTRACTORS ARE NOT PERMITTED TO CHOP

OR CUT FLOOR SLABS FOR THE PURPOSE OF TRENCH DRAINS OR ANY

RECESSED EQUIPMENT WITHOUT OWNER'S WRITTEN APPROVAL.

STRUCTURAL

GLAZING

1. PROVIDE AND INSTALL NEW GLAZED OPENINGS PER BUILDING STANDARD

UNLESS NOTED OTHERWISE.

2. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND

REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER

INSTALLATION AND OPERATION.

3. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH

UNIT TO ENSURE PROPER OPERATION OR FUNCTION.

PAINT AND STAIN

1. UTILIZE MASTER PAINTERS INSTITUTE (MPI) ARCHITECTURAL PAINTING

SPECIFICATIONS. APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE

SUBSTITUTION FOR APPROVAL TO ARCHITECT.

2. CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL

SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS

SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH AND

LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE

PAINT FINISH ON GYPSUM BOARD SURFACES.

3. PREPARE ALL PAINTED SURFACES IN STRICT ACCORDANCE WITH

MANUFACTURER’S SPECIFICATIONS.

4. FILL ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC.

BEFORE APPLYING FINISH.

5. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS,

DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING

OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT

OVERLAPPING.

6. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, SEALER,

ADHESIVE, CAULK; ETC. FROM ALL OTHER SURFACES NOT SPECIFIED TO

RECEIVE SAME.

7. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION

OF WORK BY OTHER TRADES.

CASEWORK

1. NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI

“PREMIUM” STANDARDS, UNLESS NOTED OTHERWISE.

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

A u to d e s k D o cs

/A

M

S e ct o r S a n d b o x

O

/2

-2

-W a

C o

T ra n W in d o w

.r v t

/1

/2

:1

:3

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250810

PERMIT SET

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6.15.26

PROJECT NOTES

A0.01

ABBREVIATIONS

ABBREVIATION TERM

A/V AUDIO VISUAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

BOT/BTM BOTTOM

CAB CABINET

CFS CLEAR FLOOR SPACE

CG CORNER GUARD

CL CENTER LINE

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

CTR CENTER

D/W DISHWASHER

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIM DIMENSION

DWG DRAWING

DWR DRAWER

(E)/EXIST EXISTING

EA EACH

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQPT EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLS FIRE AND LIFE SAFETY

FO FACE OF

FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR

FOIO FURNISHED BY OWNER INSTALLED BY OWNER

FURRG FURRING

GA GAUGE

GD GARBAGE DISPOSAL

GL GLASS

GYP GYPSUM

HDW HARDWARE

HR HOUR

HT HEIGHT

JAN JANITOR

LAM LAMINATE

LAV LAVATORY

LF LINEAL FEET, LINEAR FOOTAGE

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD

OPNG OPENING

PTN PARTITION

RCP REFLECTED CEILING PLAN

REF REFERENCE

REFR REFRIGERATOR

RR REST ROOM

SCHED SCHEDULE

SD SOAP DISPENSER

SHWR SHOWER

SIM SIMILAR

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STR STAIR, STAIRS

TEL TELEPHONE

THK THICK

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VFY VERIFY

VIF VERIFY IN FIELD

VNR VENEER

W/ WITH

W/H WATER HEATER

W/O WITHOUT

WC WATER CLOSET

WD WOOD

APPROACH DIRECTION

TURNING CIRCLE

WHEELCHAIR CLEAR FLOOR

SPACE & CLEAR AREA REQUIRED

BEYOND DOOR SWING

48" IN TYPE B UNITS

52"

T-SHAPED TURNING SPACE

OPTION 3

WHEREVER TURNING SPACE IS

REQ'D, EITHER TURNING CIRCLE

OR ONE OF T-SHAPED TURNING

SPACE OPTIONS MAY BE USED

HATCHED AREA IS

ONLY AREA

PERMITTED KNEE

AND TOE CLEARANCE

T-SHAPED TURNING SPACE

OPTION 2

T-SHAPED TURNING SPACE

OPTION 1

FOR T-TURN, KNEE

AND TOE CLEARANCE

CAN BE ON EITHER

THE BASE OR ONE

ARM. SEE PLAN FOR

OPTION SELECTED.

8" 8" 36" 8" 8"

68"

11" 42" 11"

64"

12" 40" 12"

64" ø 5' - 7"

CLEAR FLOOR SPACE IN ALCOVE

52"

60" MIN

X

30"

36" MIN

X

CLEAR FLOOR SPACE AND TURNING

SPACES TO BE 2% MAXIMUM SLOPE

IN ALL DIRECTIONS.

M A

X

PER ICC A117.1-2017 SECTION 304 AND 305 AND 2010 ADA SECTION 304 AND 305

LIMITS OF PROTRUDING OBJECTS

OBJECTS IN ANY PATH OF

CIRCULATION ARE REQUIRED TO

COMPLY WITH LIMITS SHOWN

HERE. OBJECTS THAT CANNOT

COMPLY, SUCH AS STANDPIPES

IN STAIRS AND CONTROL BOXES

IN PARKING GARAGE, SHALL

HAVE ADDED CANE DETECTION.

4" MAX

1. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE

FIELD. VERIFY QUESTIONS WITH ARCHITECT

2. INFORMATION IN THESE DRAWINGS IS COMPLEMENTARY TO THE PLANS, SECTIONS, ELEVATIONS

AND DETAILS, AND SHALL BE USED IN CONJUNCTION WITH THEM

3. PROVIDE WORK SHOWN OR REFERRED TO HEREIN AS THOUGH SHOWN ON ALL OTHER

ARCHITECTURAL DRAWINGS

4. INFORMATION REGARDING THE LOCATION OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS IS

PROVIDED AS DESIGN CRITERIA FOR THE CONVENIENCE OF THOSE DESIGNERS OF RECORD WHO

SHALL BEAR RESPONSIBILITY FOR COMPLIANCE WITH THE APPLICABLE CODE STANDARDS

ILLUSTRATED AND CITED HEREIN

5. PROVIDE GRAB BARS, AS ILLUSTRATED HEREIN.

6. COMPLY WITH MOUNTING HEIGHTS INDICATED HEREIN FOR WALL-MOUNTED ITEMS.

CODE MINIMUM AND MAXIMUM HEIGHTS ARE NOTED. SPECIFIC HEIGHT MAY BE CALLED OUT ON

INTERIOR ELEVATIONS FOR COORDINATION WITH ACCESSORIES ABOVE GRAB BARS.

7. COMPLY WITH GENERAL BUILDING CLEARANCE REQUIREMENTS AS INDICATED HEREIN.

8. ENCROACHMENT INTO FLOOR CLEARANCE AREAS AT DOORS, CASEWORK, APPLIANCES OR

EQUIPMENT IS NOT ALLOWED UNLESS OTHERWISE NOTED.

9. NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED BETWEEN THE

REQUIREMENTS ILLUSTRATED HEREIN AND THOSE ON OTHER DRAWINGS.

10. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE

GRAB BAR SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS

ABOVE THE GRAB BAR SHALL BE 12" MIN.

11. OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE

PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM.

GENERAL NOTES - ACCESSIBILITY SHEETS

B E

V E

LE

D

:2

M A

X

/2

M

A X

V E

R T

IC

A

L T

R A

N

SI

T

IO

N

/4

M

A X

V E

R T

IC

A

L T

R A

N

SI

T

IO

N

/4

M

A X

/2

M

A X

PER 2010 ADAS AND ICC A117.1 SECTION 303

M

A X

20" MAX.

M

A X

MAX.

20"-25"

M

A X

MAX.

> 10" - 24"

MAX.

10"

M

A X

MAX.

10"

M

A X

M

IN

M

A X

M

IN

M

A X

M

A X

SIDE REACH DIAGRAMS FORWARD REACH DIAGRAMS

NOTE: SEE TYPE B UNIT SHEET FOR EXCEPTIONS

TO SIDE REACH WITHIN TYPE B RESIDENTIAL UNITS

PULL SIDE - FRONT APPROACH

PUSH SIDE - FRONT APPROACH

WITHOUT LATCH & CLOSER

PULL SIDE - HINGE APPROACH

OPTION 2

PULL SIDE - HINGE APPROACH

OPTION 1

PUSH SIDE - HINGE APPROACH

WITHOUT LATCH & CLOSER

FRONT APPROACH POCKET OR HINGE APPROACH

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

PULL SIDE - LATCH APPROACH

WITHOUT LATCH & CLOSER

MANEUVERING CLEARANCE

AT SLIDING DOORS, FOLDING DOORS, AND OPENINGS

RECESSED DOORS - PULL SIDE RECESSED DOORS - PUSH SIDE

RECESSED DOORS - PUSH SIDE

WITH CLOSER AND LATCH

MANEUVERING CLEARANCE AT RECESSED DOORS

STOP OR LATCH APPROACH

M

IN

18" MIN 36" MIN

M

IN

42" MIN

M

IN

24" MIN

M

IN

M

IN

22" MIN

M

IN

24" MIN

M

IN

18" MIN

X

M

IN

NOTE: DOOR

MANEUVERING CLEARANCES

MEASURED FROM FACE OF

BASE TRIM TO NEAREST

OBSTRUCTION. DOOR

MANEUVERING CLEARANCES

CAN BE OFFSET UP TO 8"

FROM FACE OF DOOR.

F O

S T

O P

F O

D O

O R

A T

F O

S T

O P

F O

D O

O R

F O

S T

O P

F O

D O

O R

CLR OPENING

32" MIN

CLR OPENING

32" MIN

CLR OPENING

32" MIN

36" MIN

36" MIN

M

A X

CLEAR DIMENSIONS

MEASURED AT TRIM OR

OTHER ITEMS THAT RESTRICT

CLEARANCE

32" MIN

PER 2017 ICC A117.1 AND 2010 ADAS 404 FOR NEW CONSTRUCTION

PULL SIDE - LATCH APPROACH

WITH LATCH & CLOSER

24" MIN

M

IN

M

IN

M

IN

22" MIN

PUSH SIDE - FRONT APPROACH

WITH LATCH & CLOSER

M

IN

12" MIN

PUSH SIDE - HINGE APPROACH

WITH LATCH & CLOSER

M

IN

22" MIN

PUSH SIDE - LATCH APPROACH

WITHOUT LATCH & CLOSER

24" MIN

M

IN

PUSH SIDE - LATCH APPROACH

WITH LATCH & CLOSER

24" MIN

M

IN

X

X

CLOSER AND LATCH

12" MIN WITH5

M

IN

M

IN

DOORS FOR USER PASSAGE

AND >24" DEEP CLOSET

BIFOLD DOORS INTENDED FOR USER

PASSAGE AND >24" DEEP CLOSET

SLIDING DOORS INTENDED

FOR USER PASSAGE AND >24"

DEEP CLOSET

ACCESSIBLE ROUTE WIDTH

X

WHEN X > 8", FOLLOW

REQUIREMENTS FOR

RECESSED DOORS

M A

X

M A

X

M A

X

M A

X

WHEN FACE OF DOOR

MORE THAN 8" FROM

SURROUNDING WALL,

ONLY FORWARD

APPROACH ALLOWED

MEN

F.E.C.

FIRE ALARM

PULL STATION

FIRE

EXTINGUISHER

ENVIRONMENTAL

CONTROLS ELECTRICAL

& COMMUNICATION

@ PULL

HANDLE

PAPER TOWEL

DISPENSER/TRASH

RECEPTACLE

SOAP

DISPENSER

PAPER

TOWEL

DISPENSER

NOT IN

PICTOGRAM

FIELD

SIGNAGE: HEIGHT AND CLEAR FLOOR SPACEHOOKTELEPHONE/

ENTRY CALL

BOX

M

A X

SE

E

IN

T

. E

LE

V

SE

E

T A

B

LE

SE

E

T A

B

LE

M

IN

M

IN

LOWEST

OPERABLE

PART

SURFACE

MOUNTED SEAT

COVER DISPENSER

SE

E

T A

B

LE

M

A X

M

A X

M

IN

M

A X

M

A X

TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT FOR OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SERVING ACCESSIBLE LAVATORIES.

MAXIMUM

REACH DEPTH

MAXIMUM

REACH HEIGHT

0.5 INCH

(13 MM)

48 INCHES

(1220 MM)

2 INCH

(51 MM)

46 INCHES

(1170 MM)

5 INCH

(125 MM)

42 INCHES

(1065 MM)

6 INCH

(150 MM)

40 INCHES

(1015 MM)

9 INCH

(230 MM)

36 INCHES

(915 MM)

11 INCH

(280 MM)

34 INCHES

(865 MM)

P R

O T

R U

SI

O

N

M

A X

IF

T H

A N

M

A X

HIGHEST OPERABLE PART INCLUDING

FIRE EXTINGUISHER HANDLE. VERIFY

HEIGHT WITH OSHA AND FIRE INSPECTOR

IN WASHINGTON, ALSO

APPLIES TO CLEANSING

PRODUCT DISPENSERS AND

DISPOSAL FIXTURES

MIRROR OVER

LAVATORY OR

CABINET

MIRROR NOT

OVER

OBSTRUCTION

LOCKERS 5% OF TOTAL PROVIDED

SHALL BE COMPLETELY WITHIN

REACH RANGE

ACCESSIBLE LOCKER

WITH ACCESSIBLE

HANDLE

AUTOMATIC HAND

DRYERS (VARIOUS TYPES)

SIDE VIEW

SE

E

T A

B

LE

/2

" TACTILE RAISED

CHARACTERS

5/8" TO 2"

0" - 80" AFF

18" MIN

M

IN

CENTERED

ON TACTILE

CHARACTERS

T O

B O

T T

O M

S H

E

LF

M

IN

T O

P O

F A

C C

E S

SI

B

LE

L

O C

K E

R

M

A X

SPECIMEN PASS

THROUGH

CABINET

M

A X

SE

E

T A

B

LE

M

IN

KEY TO REFILL

EXEMPT

SANITARY

NAPKIN

DISPENSER

ALL DIMENSIONS TO

HIGHEST OPERABLE

PART UNO

A

FF

32" MIN

DOOR CLOSERS AND DOOR

STOPS MAY PROJECT DOWN TO

78 INCHES ABOVE FLOOR

PROJECTIONS LIMITED TO 34

INCHES TO 80 INCHES ABOVE

FLOOR

DOOR FRAME

DOOR

PANIC HARDWARE OR OTHER

DOOR HARDWARE

4" MAX

CLEAR WIDTH - NO PROJECTIONS

WITHIN THIS AREA

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

A u to d e s k D o cs

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M

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O

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PERMIT SET

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6.15.26

ICC CLEARANCE

REQUIREMENTS

A0.05

3/8" = 1'-0"1 TYPICAL SYMBOLS LEGEND

3/8" = 1'-0"3 PROTRUDING OBJECTS

3/8" = 1'-0"4 FLOOR LEVEL TRANSITIONS

3/8" = 1'-0"5 REACH DIAGRAMS

3/8" = 1'-0"6 DOOR MANEUVERING CLEARANCES

3/8" = 1'-0"9 MOUNTING HEIGHTS

3/8" = 1'-0"2 DOOR CLEAR WIDTH & PROJECTIONS

CR

CR

(E

(E

(E

(E

LEGEND

NOT IN CONTRACT (NIC)

EXISTING TO REMAIN

NEW CONSTRUCTION

KEYNOTE

CARD READER

ABBREVIATIONS

PHASING

(E) EXISTING

(N) NEW

(D) DEMOLISH

01-01

FLOOR PLAN NOTES

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR

TO CONSTRUCTION.

2. EXISTING CEILING SYSTEMS TO REMAIN AS-IS UNLESS NOTED

OTHERWISE.

3. EXISTING FLOORING TO REMAIN AS-IS. PROTECT FOR DURATION OF

CONSTRUCTION.

4. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO

AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.

PROVIDE SHOP DRAWINGS FOR ALL GLAZING.

5. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION

DOCUMENTS SHAL BE SUPPLIED AND INSTALLED BY THE GENERAL

CONTRACTOR, UNLESS NOTED OTHERWISE.

6. EXISTING POWER/DATA OUTLETS IN EXISTING WALLS TO REMAIN AS-

IS, UNLESS NOTED OTHERWISE.

7. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS

UNLESS NOTED OTHERWISE.

A6.004

A6.00

1' - 4"

1' - 4"

02-01

02-01

02-03

02-03

02-04

A6.003 C

LR

A L

IG

N

12' - 3 3/8"

A L

IG

N

2' - 0" 5' - 0" 3' - 0"

PERMITS LOBBY

CIVIL LOBBY

02-06

(N)

(N)

(N)

+18"

(N)

(N)

02-02

02-02

02-03

6 1/2" 3"

6 1/2"

E'

24.8

E'.5

01-01

2' - 0" 5' - 0" 3' - 0"

01-02

01-05

01-06

D'

E'

24.8

E'.5

01-07 01-03

01-04

E'

24.8

E'.5

8' - 2"

04-03

04-02

E'

24.8

E'.5

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

A u to d e s k D o cs

/A

M

S e ct o r S a n d b o x

O

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6.15.26

FLOOR PLAN, RCP, &

ELEVATIONS

A2.00

KEYNOTE LEGEND

01-01 DEMOLISH EXISTING COUNTER TOP AND PREPARE FOR NEW. PROTECT

EXISTING DESK STRUCTURE.

01-02 DEMOLISH PORTION OF WALL. PATCH AND REPAIR ADJACENT WALLS AS

REQUIRED.

01-03 DEMOLISH PORTION OF EXISTING CEILING GRID AND TILE. PREPARE FOR

NEW GYP. BD. SOFFIT.

01-04 EXISTING GYP BD SOFFIT TO REMAIN

01-05 DEMOLISH ELECTRICAL AND DATA OUTLET. PATCH AND REPAIR WALL TO

MATCH EXISTING ADJACENT FINISH.

01-06 DEMOLISH OPENING IN WALL FOR NEW DOOR. SEE PLAN.

01-07 DEMOLISH COUNTERTOP AND CASEWORK. PATCH CARPET AND WALLS.

02-01 NEW QUARTZ COMPOSITE TRANSACTION COUNTER TOP.

02-02 NEW TRANSACTION GLASS WITH COMMUNICATION OPENING AND PASS

THRU. GLASS SPEC: CLEAR ANODIZED ALUMINUM GLAZING CHANNEL WITH

3/4” CLEAR LAMINATED SAFETY GLASS, POLISHED EDGES.

02-03 ALTERNATE: PROVIDE ALTERNATE PRICING FOR BALLISTIC RATED GLASS.

CONFIRM RATING WITH CLIENT.

02-04 NEW CARD READER TO TIE IN/MATCH EXISTING BUILDING SYSTEM.

02-06 NEW DOOR, FRAME AND HARDWARE TO MATCH EXISTING IN CORRIDOR.

NEW ELECTRONIC ENTRY HARDWARE. COORDINATE WITH BUILDING

MANAGER FOR REQUIREMENTS.

04-02 NEW EXHAUST GRILLE TO PLENUM

04-03 NEW SUPPLY GRILLE

PROJECT1/4" = 1'-0"3 LEVEL 2 - FLOOR PLAN

1/4" = 1'-0"1 LEVEL 2 - DEMOLITION PLAN

PROJECT 1/4" = 1'-0"2 LEVEL 2 - DEMOLITION RCP

1/4" = 1'-0"4 LEVEL 2 - REFLECTED CEILING PLAN

PROJECT

PROJECT

KEY PLAN - LEVEL 2

REVISION DATE REASON FOR ISSUE

2 06.24.26 ASI 01

ASI 01

ASI 01

M A

T C

H (E

) A D

JA

C

E N

T D

O O

R

(E) SOFFIT TO REMAIN

LAMINATED GLASS

TRANSACTION WINDOW

GLAZING CHANNEL TOP AND

BOTTOM, TYP.

COUNTER TOP

RUBBER BASE TO MATCH

EXISTING

A7.00

2' - 6"

EQ EQ

2' - 5" 2' - 2" 2' - 5"

A7.00

A7.00

EQ EQ

SOFFIT

GLASS TRANSACTION

WINDOW

GLAZING CHANNEL TOP

AND BOTTOM, TYP.

COUNTER TOP

RUBBER BASE TO

MATCH EXISTING

A7.00

A7.00

2' - 6"

P E

R R

C P

3' - 11" 2' - 2" 3' - 11"

3/8" = 1'-0"4 RECEPTION - WEST

3/8" = 1'-0"5 RECEPTION - NORTH

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

A u to d e s k D o cs

/A

M

S e ct o r S a n d b o x

O

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INTERIOR

ELEVATIONS

A6.00

3/8" = 1'-0"3 NEW TRANSACTION WINDOW

SEE RCP FOR DIMENSIONS

SEE RCP

SEE RCP

SE

E

A

SS

E M

B

LI

E S

SE

E

A

SS

E M

B

LI

E S

SEE ASSEMBLIES

GYPSUM WALLBOARD - C

GYPSUM WALLBOARD - C

- BRACING AS REQUIRED

SEE REFLECTED CEILING PLAN

FOR FINISH

FLOOR STRUCTURE ABOVE

BACKING AS REQUIRED

3/4" LAMINATED GLASS

V.I.F.

GLAZING CHANNEL

3" x 3 1/2" x 3'-6" STEEL C SHAPE

- 4'-0" ON CENTER AND AT ENDS

OF WALL

- PRE-DRILL HOLES IN WEB @ 6"

ON CENTER FOR #10 SCREW

- MINIMUM 2" EMBED

1/4" x 3" x 8" STEEL BASE PLATE.

SEE PLAN DETAIL.

- LAP 1 ADDITIONAL METAL STUD

ONTO EACH SIDE OF CHANNEL

SECTION

PLAN

ANCHOR

CL

EQ EQ

METAL STUD TRACK

METAL STUD

STEEL C SHAPE

BOD: WEDGE ANCHOR - HILTI - KWIK BOLT TZ-CS 3/8

3/16"

3/16"

3 SIDES

CL

EQ EQ

C L

/2

C L

/2

C L

C L C L

/2

/2

C L

/2

ANCHOR BOLT

STEEL PLATE

3"

1' - 4"

2" TYP

QUARTZ COMPOSITE

TRANSACTION COUNTER

3/4" LAMINATED GLASS

CONTINUOUS 1/2" UL LISTED

BULLET RESISTANT FIBERGLASS

COMPOSITE PANEL FOR THREAT

LEVEL 3

BATTEN STRIP CUT FROM

COMPOSITE FULL SHEET

OFFICE SIDE

LOBBY SIDE

5/8" GYP BOARD,

BOTH SIDES

WALL BASE AS

SCHEDULED

CUT AND FINISH GWB AROUND BRACKET

STEEL PLATE COUNTER SUPPORT

WELDED TO CHANNEL

1' - 0"

6 1/2" 3" 6 1/2"

GLAZING CHANNEL

SUSPENDED ACOUSTICAL CEILING SYSTEM

UNDERSIDE OF STRUCTURE

3625S125-18 BRACE, 4 FEET OC

ALTERNATE DIRECTIONS PER LATERAL

BRACING DETAIL.

NEOPRENE FOAM TAPE, CONTINUOUS

GYP BD CASING BEAD

TRIM FLANGE, BEND WEB AND FASTED

TO WALL TOP TRACK AT 2 FEET OC THRU

NEOPRENE FOAM TAPE W/ (2) #6 S.M.S.

GYPSUM BOARD, ONE LAYER EACH SIDE

METAL STUDS, SEE MTL. STUD SCHEDULE

FOR GAGE, SPACING, AND HEIGHT.

0.157 HILTI XU W/ 1-1/4" EMBED. AT 4 FEET OC

MAX INTO DECK.

SOUND BATT INSULATION EXTENDING

4'-0" OF EACH SIDE OF WALL

SOUND BATT INSULATION, WHERE NOTED

ACOUSTICAL SEALANT AT FLOOR SLAB

STC RATING 45-49

WITH INSULATION

TRIM FLANGE, BEND WEB AND

FASTEN TO LOW FLUTE WITH

1/4" DIA. (1.625" EMBED) HILTI

KH-EZ

WALL BRACE ABOVE CEILING.

ALTERNATE DIRECTION TO

STRUCTURE.

PER ASCE 7-10 SECTION 13.5.8.1

PARTITIONS

LATERAL WALL BRACING IN LIEU

OF BRACING ABOVE CEILING.

PROVIDE ADJACENT WALL

FRAMING FOR LATERAL SUPPORT

OF WALL.

REFER TO CURRENT STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA) TABLES FOR NON-STRUCTURAL

COMPOSITE AND NON-COMPOSITE BRACED AT 48" O.C. SECTIONS IN INTERIOR APPLICATIONS (5 PSF) WITH

DEFLECTION LIMIT OF L/240 FOR GYPSUM APPLICATIONS. L-40 TO BE UTILIZED WHEN RIGID MATERIALS

SUCH AS PLASTER OR TILES ARE APPLIED.

1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM BOARD ON BOTH

SIDES WITH #6 TYPE S DRYWALL SCREWS SPACED AT 12" O.C. MAX FOR STUDS AT 24" SPACING AND 16"

O.C. MAX FOR STUDS AT 16" SPACING.

2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING OR STRAPPING

ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48" O.C. SECTION VALUES.

CEILING WIRE ATTACHMENT

CONSTRUCTION TYPE FASTENER

WOOD 1/4" x 3" SCREW EYES

STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW EYES.

POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4" x 3/4" METAL HIT ANCHORS.

POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4" x 3/4" METAL HIT ANCHORS.

NOTE:

THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY WITH

AUTHORITY HAVING JURISDICTION

NTS7 ASSEMBLY FRAMING SCHEDULE

Image of Stamp

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

A u to d e s k D o cs

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6.15.26

INTERIOR DETAILS

A7.00

1 1/2" = 1'-0"2 GYPSUM CEILING - SOFFIT

3" = 1'-0"10 METAL WALL @ PARTIAL HEIGHT

REVISION DATE REASON FOR ISSUE

1 1/2" = 1'-0"1 TI - WALL - TYPE A / B - TO GRID

1 1/2" = 1'-0"6 LATERAL BRACING @WALL

EXIT

PLAN

ELEVATION

ADJACENT FLUSH PANELBOARDS

SHALL HAVE MATCHING HEIGHT

DIMENSIONS.

RELAYS OR

CONTACTORS

MOUNTED IN SKIRTS

W/LOCKING DOORS.

CENTERLINE OF BOXES @

SAME HEIGHTS SHALL ALIGN

HORIZONTALLY. (TYP).

AAAA

T4

AH

AT2T1

AH A

SURFACE MOUNTED

PANELBOARD

W/SKIRT TO FLOOR.

CENTERLINE OF BOXES @

DIFFERENT HEIGHTS

SHALL ALIGN

VERTICALLY. (TYP).

T4

A A

T4T1 W ab H

T4

T1 T2

T1

T1 W ababcd

NOTES:

1. THIS IS A TYPICAL DETAIL. AND DEVICES SHOWN

HERE MAY NOT BE INCLUDED IN THE PROJECT.

2. A = 4" TO CENTERLINE OF RECEPTACLE, ABOVE

COUNTER OR BACKSPLASH.

FLOORH

(7

(1

(8

(1

(4

(7

(1

.(1

(4

(V A

R

IE

S

(V A

R

IE

S

(1

(4

(V A

R

IE

S

(V A

R

IE

S

EXIT

abcd T1 W

W W

P

W

CENTER IN BASE.

CENTER BETWEEN TOP OF DOOR FRAME

AND CEILING (9'-0" OR LESS) OR 6" ABOVE

FRAME FOR CEILING HIGHER THAN 9'-0".

(4

F FFF

BASIC MATERIALS AND METHODS

PART 1 -- GENERAL

1.01 REFERENCES

A. UNDERWRITERS LABORATORIES INC.:

UL 6 RIGID STEEL CONDUIT.

UL 797 ELECTRICAL METALLIC TUBING.

B. AMERICAN NATIONAL STANDARDS INSTITUTE:

ANSI/NEMA FB 1 FITTINGS AND SUPPORTS FOR CONDUIT AND CABLE ASSEMBLIES.

ANSI/NEMA OS 1 SHEET-STEEL OUTLET BOXES, DEVICE BOXES, COVERS AND BOX

SUPPORTS.

ANSI C80.1 RIGID STEEL CONDUIT.

ANSI C80.3 ELECTRICAL METALLIC TUBING.

C. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION:

NEMA WC 5 THERMOPLASTIC INSULATED WIRE AND CABLE FOR THE

TRANSMISSION AND DISTRIBUTION OF ELECTRICAL ENERGY.

1.02 SUPPORT SYSTEMS

A. SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT,

INCLUDING WIRING, WHICH THEY CARRY.

PART 2 -- PRODUCTS

2.01 RIGID METAL CONDUIT AND FITTINGS

A. GALVANIZED RIGID STEEL CONDUIT: UL 6 AND ANSI C80.1; THICK WALL STEEL, HOT-DIP

GALVANIZED, THREADED.

B. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1; THREADED TYPE, MATERIAL TO MATCH

CONDUIT.

C. INTERMEDIATE METAL CONDUIT (IMC): UL 1242 AND ANSI C80; STEEL, HOT DIPPED

GALVANIZED, THREADED.

2.02 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS

A. EMT: UL 797 AND ANSI C80.3; STEEL TUBING, HOT-DIP GALVANIZED.

B. FITTINGS: ANSI/NEMA FB 1; STEEL, RAINTIGHT, INSULATED THROAT, COMPRESSION TYPE.

2.03 FLEXIBLE METAL CONDUIT AND FITTINGS

A. FLEXIBLE METAL CONDUIT: FS WW-C-566; GALVANIZED STEEL.

B. LIQUIDTIGHT CONDUIT: FLEXIBLE METAL CONDUIT WITH COPPER BONDING TAPE AND

WEATHERPROOF JACKET.

C. FITTINGS: ANSI/NEMA FB 1; STEEL, INSULATED THROAT.

2.04 CONDUIT SUPPORTS

A. CONDUIT CLAMPS, STRAPS, AND SUPPORTS: STEEL OR MALLEABLE IRON.

2.05 SUPPORTING DEVICES

A. SUPPORT CHANNEL: ELECTRO-GALVANIZED, 12 GAUGE, 1-5/8" X 1-5/8" MINIMUM SIZE.

B. HARDWARE: CORROSION RESISTANT.

2.06 BUILDING WIRE

A. THERMOPLASTIC-INSULATED BUILDING WIRE: NEMA WC 5.

1. INTERIOR FEEDERS, BRANCH CIRCUITS #8 AND LARGER, AND CONTROL WIRING:

COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, 90 DEGREE TYPE THHN/THWN.

SOLID CONDUCTOR IS UNACCEPTABLE.

2. BRANCH CIRCUITS#10 AND #12 WIRING: COPPER, SOLID CONDUCTOR, 600 VOLT

INSULATION, 90 DEGREE TYPE THHN/THWN OR EQUIVALENT MC CABLE.

3. CONTROL PANEL WIRING: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION,

EXTRA FLEXIBLE TYPE MTW.

2.07 IDENTIFICATION

A. TAPE LABELS: EMBOSSED ADHESIVE TAPE, 3/8 INCH, WHITE LETTERS ON BLACK

BACKGROUND.

B. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE.

2.08 GENERAL-GRADE DUPLEX STRAIGHT-BLADE RECEPTACLES

A. DUPLEX STRAIGHT-BLADE RECEPTACLES.

1. LISTING CRITERIA: INVESTIGATED, LABELED, AND MARKED BY QUALIFIED ELECTRICAL

TESTING LABORATORY IN ACCORDANCE WITH GUIDE INFORMATION AND STANDARDS

SPECIFIED FOR THE FOLLOWING UL PRODUCT CATEGORIES:

A. RECEPTACLES FOR PLUGS AND ATTACHMENT PLUGS: UL CCN RTRT AND UL 498.

2. STANDARD FEATURES:

A. DEVICE COLOR: WHITE

B. CONFIGURATION

GENERAL-DUTY, NEMA 5-20R

3. OTHER AVAILABLE FEATURES REQUIRED BY THE PROJECT:

A. HAS FACTORY-TERMINATED CONNECTORS ON WIRING DEVICE PIGTAILS FOR QUICK

INSTALLATION.

4. ACCESSORIES:

A. COVER PLATE: 0.060 INCH THICK, HIGH-IMPACT THERMOPLASTIC (NYLON) WITH

SMOOTH FINISH AND COLOR MATCHING WIRING DEVICE, FROM SAME

MANUFACTURER AS WIRING DEVICE.

B. SECURING SCREWS FOR COVER PLATE: METAL WITH HEAD COLOR MATCHING

WALLPLATE FINISH.

PART 3 -- EXECUTION

3.01 CONDUIT INSTALLATION

A. CUT CONDUIT SQUARE USING A SAW OR PIPE CUTTER; DE_BURR CUT ENDS.

B. BRING CONDUIT TO THE SHOULDER OF FITTINGS AND COUPLINGS AND FASTEN SECURELY.

C. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS, ON

APPROVAL OF ENGINEER ONLY.

D. WHERE CONDUITS ENTER/EXIT FLOOR, PROVIDE THREADED COUPLING WITH UPPER END

FLUSH WITH FINISHED FLOOR. INSTALL THREADED PLUGS IN UNUSED CONDUITS.

E. USE HYDRAULIC ONE_SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN

CONDUIT LARGER THAN 1-1/4 INCH SIZE.

F. USE SUITABLE CONDUIT CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF

DIRT AND MOISTURE.

G. PROVIDE SUITABLE PULL STRING IN ALL SPARE AND DATA/COMMUNICATION CONDUITS

INSTALLED OR ACCESSED IN THIS CONTRACT, EXCEPT SLEEVES AND NIPPLES.

H. SEAL BETWEEN RACEWAY AND BUILDING WHERE RACEWAY PASSES THROUGH EXTERIOR

WALL OR RATED FIREWALL PER THE FOLLOWING:

1. CONCRETE CONSTRUCTION: CAST CONDUIT IN WALL OR CORE DRILL WALL AND HARD

PACK WITH EQUAL PARTS OF SAND AND CONCRETE OR AN EQUIVALENT

METHOD AS APPROVED BY OWNER.

3.03 COORDINATION OF BOX LOCATIONS

A. PROVIDE ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR

SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND CODE

COMPLIANCE.

B. SUPPORT BOXES INDEPENDENT OF CONDUIT.

C. ELECTRICAL BOX LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS

DIMENSIONED. VERIFY LOCATION OF OUTLETS IN OFFICES AND WORK AREAS PRIOR TO

ROUGH-IN.

D. LOCATE AND INSTALL BOXES TO ALLOW ACCESS. WHERE INSTALLATION IS

INACCESSIBLE, COORDINATE LOCATIONS AND SIZES OF REQUIRED ACCESS DOORS.

E. LOCATE AND INSTALL TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE.

ELECTRICAL SPECIFICATIONS

3.04 SUPPORTING DEVICES

A. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO

BUILDING STRUCTURE.

B. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR

CONDUIT.

C. DO NOT USE POWDER-ACTUATED ANCHORS.

3.05 GENERAL WIRING METHODS

A. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO

SMALLER THAN 14 AWG FOR CONTROL WIRING, UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

B. SIZE CONDUCTORS AS SHOWN ON THE DRAWINGS. NO SIZE DEVIATION SHALL BE

PERMITTED. UNLESS NOTED OTHERWISE ON DRAWING.

C. SPLICE ONLY IN JUNCTION OR OUTLET BOXES. NO SPLICING SHALL BE PERMITTED IN

PANELBOARD ENCLOSURES.

D. FEEDERS SHALL NOT BE SPLICED WITHOUT SPECIFIC APPROVAL FROM OWNER.

E. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS.

3.06 WIRING INSTALLATION IN RACEWAYS

A. PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME. USE UL LISTED WIRE

PULLING LUBRICANT FOR PULLING 4 AWG AND LARGER WIRES.

B. INSTALL WIRE IN RACEWAY AFTER ALL MECHANICAL WORK LIKELY TO DAMAGE

CONDUCTORS HAS BEEN COMPLETED.

3.07 WIRING CONNECTIONS AND TERMINATIONS

A. SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES.

B. USE UL LISTED COMPRESSION TYPE CONNECTORS WITH INSULATING COVERS FOR

COPPER WIRE SPLICES AND TAPS. FOR 8 AWG AND SMALLER, USE INSULATED SPRING

CONNECTORS WITH PLASTIC CAPS; 3M SCOTCHLOK OR EQUAL.

C. THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS.

D. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS

WITHOUT PERCEPTIBLE TEMPERATURE RISE.

E. TERMINATE DEAD-ENDED CONDUCTORS WITH ELECTRICAL TAPE AND MAKE SAFE.

3.08 FIELD QUALITY CONTROL

A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION.

B. TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO MANUFACTURER'S

RECOMMENDED VALUES.

3.09 COLOR CODING

A. WIRING SHALL CONFORM TO THE FOLLOWING COLOR CODE. SIZES #8 AWG AND SMALLER

SHALL BE COLORED, #6 AWG AND LARGER MAY BE COLORED WITH PLASTIC TAPE OF THE

APPROPRIATE COLOR.

DESCRIPTION 208Y/120V CONTROL

PHASE A (LEFT) BLACK -

PHASE B (CENTER) RED -

PHASE C (RIGHT) BLUE -

NEUTRAL WHITE WHITE

GROUND GREEN GREEN

120 VAC CONTROL - RED

120 VAC CONTROL NEUTRAL - WHITE

DC CONTROL (+) - BLUE

DC CONTROL (-) - BLUE/WHITE

EXTERNAL SOURCE - YELLOW

3.10 IDENTIFICATION

A. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS.

B. INSTALL NAMEPLATES ON ALL EQUIPMENT DISCONNECTS, CONTROL PANELS, ETC.,

INSTALLED. INSTALL PARALLEL TO EQUIPMENT LINES.

C. SECURE NAMEPLATES TO EQUIPMENT USING SCREWS.

D. INSTALL LABELS (EMBOSSED TAPE) ON ALL OTHER BOXES AND DEVICES, INCLUDING BUT

NOT LIMITED TO SWITCHES, RECEPTACLES.

E. NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT IS

SERVED FROM. ("PNLA:2" FOR CIRCUIT 2 FROM PANEL A).

F. PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES,

OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CONNECTIONS. IDENTIFY WITH BRANCH

CIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS. FOR CONTROL WIRING,

IDENTIFY WITH WIRE NUMBER INDICATED ON THE SCHEMATIC OR INTERCONNECTION

DIAGRAMS. PROVIDE MEGGER RESULTS. USE ATTACHED FORM A (16050), LOW VOLTAGE

(600V AND LESS) INSULATION MEGGER TEST REPORT.

3.11 COMMUNICATION CABLE

A. CAT5e - SUPERIOR ESSEX 24 GAUGE, FOUR TWISTED PAIR SOLID COPPER, DATA GRADE FOR 100Mbps LAN SYSTEM. CABLE SHALL BE PLENUM RATED.

3.12 CABLE SUPPORTS AND WRAPS

A. CABLE J-HOOK:

1. APPROVED MANUFACTURES AND CADDY, B-LINE, OR APPROVED EQUIVALENT.

2. BRIDAL RINGS ARE NOT APPROVED FOR USE.

3. J HOOK WIDTH SHALL BE MINIMUM 3/4". PROVIDE SIZE APPROPRIATE FOR CONDUCTOR

QUANTITY. MULTI-TIER J-HOOKS SHALL BE PROVIDED TO SEPARATE DIFFERENT LOW

VOLTAGE SYSTEMS WHERE A COMMON ROUTE OR PATHWAY IS USED.

B. TIE WRAP

1. APPROVED MANUFACTURES ARE LEVITON OR APPROVED EQUIVALENT.

2. TIE WRAPS SHALL BE RECLOSEABLE LOOP WRAP STYLE. AVAILABLE IN 1/2" WIDE, 15'-75'

BULK ROLLS OF HOOK AND LOOP WRAP.

3. PLASTIC FASTENERS ARE NOT APPROVED.

3.13 VOICE/DATA CONNECTORS

A. LEVITON , RJ-45 CONFIGURATION MULTI-MEDIA JACK, CAT 6 E1A/TIA 569B COMPLIANT

FLUSH MOUNT. LEVITON #5G110-R15

B. ALL PLATE SHALL BE SINGLE GANG, 6-PORT IVORY AS STANDARD, WITH DESIGNATION

WINDOW, LEVITON #42080-4IS.

3:15 TERMINATIONS

A. ALL TERMINATIONS MUST BE MADE BY CERTIFIED PERSONNEL IN STRICT ACCORDANCE

WITH THE CONNECTOR MANUFACTURERS INSTALLATION PROCEDURE. AS A CONDITION OF

THE CONTRACT AWARD, THE CONTRACTOR MUST PROVIDE EVIDENCE THAT THE

PERSONNEL PERFORMING THE TERMINATIONS ARE CERTIFIED BY THE CONNECTOR

MANUFACTURER.

B. ALL TERMINATIONS MUST BE MADE BY CERTIFIED PERSONNEL IN STRICT ACCORDANCE

WITH THE CONNECTOR MANUFACTURERS INSTALLATION PROCEDURE. AS A CONDITION OF

THE CONTRACT AWARD, THE CONTRACTOR MUST PROVIDE EVIDENCE THAT THE

PERSONNEL PERFORMING THE TERMINATIONS ARE CERTIFIED BY THE CONNECTOR

MANUFACTURER.

C. ALL CABLES MUST BE TERMINATED USING A COMPRESSION CONNECTION TOOL ALL CABLES

SHALL BE INSTALLED USING EIA/TIA 568, 569, 570, BICSI AN STANDARDS AS FOLLOWS: WIRE

PAIR TWISTS MUST BE MAINTAINED TO 1/2" OF IDC CONTACTS ON EACH JACK, JACKETING

MUST BE UNDAMAGED FOR THE FULL LENGTH OF THE CABLE RUN AND MUST CONTINUE TO

WITHIN TWO INCHES OF THE IDC CONTACT ON EACH JACK, EACH END OF EACH CABLE MUST

BE SECURED TO THE JACK MODULE WITH A CABLE TIE. ANY CABLES DAMAGED DURING

PULLING SHALL BE THE RESPONSIBILITY OF THE PULLING PARTY/PARTIES (ELECTRICAL

CONTRACTOR OR LAN INSTALLER). ANY FAILING TESTS SHALL BE RE-TERMINATED, RE-

ROUTED, RE-TESTED, ETC., UNTIL NO OTHER ALTERNATIVES EXISTING, AT WHICH TIME IT

WILL BE ASSUMED THAT A BAD CABLE RUN (TOO MUCH TWISTING OF THE CABLE,

COMPRESSION OF JACKETING AND WIRE PAIRS, ETC) HAS RESULTED (AT THE DISCRETION

OF THE LAN TESTER) AN THE PULLING PARTY/PARTIES WITH HAVE TO BEAR THE

RESPONSIBILITY OF RE-PULLING NEW CABLE TO REPLACE IT.

END OF SECTION

ELECTRICAL SPECIFICATIONS

www.coffman.com

1050 SW 6th Avenue

Suite 1630

Portland, OR 97204 ph 503.552.3800

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS STREET, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVENUE, SUITE 300

SEATTLE, WA 98101

206.576.1600

115 SANSOME STREET, SUITE 1005

SAN FRANCISCO, CA 94104

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

C U s e rs

\a d d is o n

.s c o tt

\D o c u m e n ts \2

-2

-W a C o T ra n

W in d o w -E le c a d d is o n

.s c o tt

L

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/2

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:0

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CONSTRUCTION

SET

W A

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06.25.26

ABBREVIATIONS,

SYMBOLS, SPECS &

SHEET INDEX

E-001

SHEET INDEX

SHEET NUMBER SHEET INDEX

E-001 ABBREVIATIONS, SYMBOLS, SPECS & SHEET INDEX

E-121 LEVEL 2 - POWER FLOOR PLANS

A

AC

AFF

AHJ

AHU

AL

ARCH

BFP

BKBD

CAB

CATV

CB

CGB

CCTV

CKT

CONC

COND

C

CO

CONN

CONTR

COORD

CU

CUH

CNTRL

D

DDC

DEMARC

DISC

ELEC

EWC

EF

EXP

EXT

FA

FC

FLR

F/SD

FUOC

FUT

GND

GFI

HOA

HP

HWH

IDF

IG

JB

KW

KVA

LT(S)

MDF

MDS

MRF

MC

MOA

MS

MSGB

MTGB

MT(D)

MTR

NEC

NL

NIC

NTS

NO

NC

OC

OFCI

OFOI

OH

OS&Y

PDU

PB

PIV

PRI

PVC

PC

SPEC

SQ

SS

STD

SO

SU

SURF

SW

SWBD

TEL

TGB

TS

UBC

UG

UH

V

WG

WP

W

XFMR

ABBREVIATIONS

AMPERE

AIR CONDITIONING UNIT

ABOVE FINISH FLOOR

AUTHORITY HAVING JURISDICTION

AIR HANDLING UNIT

ALUMINUM

ARCHITECT(URAL)

BACKFLOW PREVENTOR

BACKBOARD

CABINET

CABLE TELEVISION

CIRCUIT BREAKER

COMMUNICATIONS GROUND BUSBAR

CLOSED CIRCUIT TELEVISION

CIRCUIT

CONCRETE

CONDUCTOR

CONDUIT

CONDUIT ONLY

CONNECTION

CONTRACTOR

COORDINATE

COPPER OR CONDENSING UNIT

CABINET UNIT HEATER

CONTROLLER

DEMOLISH

DIRECT DIGITAL CONTROL SYSTEM

DEMARCATION

DISCONNECT SWITCH

ELECTRIC(AL)

ELECTRIC WATER COOLER

EXHAUST FAN

EXPLOSION PROOF

EXTERIOR

FIRE ALARM

FAN COIL

FLOOR

FIRE/SMOKE DAMPER

FURNISHED UNDER OTHER CONTRACT

FUTURE

GROUND

GROUND FAULT INTERRUPTER

HAND-OFF-AUTO

HORSEPOWER OR HEAT PUMP

HOT WATER HEATER

INTERMEDIATE DISTRIBUTION FRAME

ISOLATED GROUND

JUNCTION BOX

KILOWATT(S)

KILOVOLT-AMPERE(S)

LIGHT(S)

MAIN DISTRIBUTION FRAME

MAIN DISTRIBUTION SWITCHBOARD

MANUFACTURER

MOMENTARY CONTACT

MULTIPLE OUTLET ASSEMBLY

MANUAL STARTER

MAIN SERVICE GROUND BUSBAR

MAIN TELECOM GROUND BUSBAR

MOUNT(ED)

MOTOR

NATIONAL ELECTRIC CODE (LATEST EDITION)

NIGHT LIGHT (DUSK TO DAWN OPERATION)

NOT IN CONTRACT

NOT TO SCALE

NORMALLY OPEN

NORMALLY CLOSED

ON CENTER(S)

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OVERHEAD

OS&Y VALVE

POWER DISTRIBUTION UNIT

PUSHBUTTON

POST INDICATOR VALVE

PRIMARY

POLYVINYL CHLORIDE

PHOTOCELL

SPECIFICATION(S)

SQUARE

STAINLESS STEEL

STANDARD

STUB OUT

STUB UP

SURFACE

SWITCH

SWITCHBOARD

TELEPHONE

TELECOM GROUND BUSBAR

TIME SWITCH

UNIFORM BUILDING CODE (LATEST EDITION)

UNDERGROUND

UNIT HEATER

VOLT(S)

WIRE GUARD

WEATHERPROOF

WATTS

TRANSFORMER

XXX

REFERENCE SYMBOLS

100A

X/E7.0X

XX01

KEYED NOTE IDENTIFIER, SEE KEYED NOTES

EQUIPMENT IDENTIFIER, SEE EQUIPMENT SCHEDULES

DOOR IDENTIFICATION SYMBOL

DETAIL REFERENCE

GENERAL NOTES:

1. UNLESS OTHERWISE NOTED, DEVICE MOUNTING HEIGHTS MEASURED TO CENTER OF BOX SHALL BE AS FOLLOWS: RECEPTACLES & SYSTEMS OUTLETS +18" AFF SWITCHES & CONTROL DEVICES +

46" AFF CLOCKS - SEE INTERIOR ELEVATIONS OR AS NOTED. 'A' DENOTES ABOVE COUNTER.

COORDINATE HEIGHTS WITH CASEWORK AND GENERAL CONTRACTOR.

2. ALL BRANCH CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL AND A GREEN INSULATED

EQUIPMENT GROUND CONDUCTOR, MINIMUM WIRE SIZE #12 AWG.

3. MINIMUM WIRE SIZE TO BE #12 AWG UNLESS OTHERWISE NOTED.

CONDUIT AND WIRING SYMBOLS

CIRCUIT HOMERUN

CONCEALED CONDUIT

LOW VOLTAGE CABLE

CONDUIT SLEEVE THRU WALL ABOVE CEILING, QUANTITY AND SIZE AS NOTED

CONDUIT STUBOUT OR STUBUP INTO ACCESSIBLE CEILING SPACE

CONDUIT STUBOUT WITH ENDCAP

STUB-UP LOCATION

UNDERGROUND COMMUNICATIONS CONDUIT

GENERAL ELECTRICAL SYMBOLS

MAIN SERVICE AND DISTRIBUTION EQUIPMENT

BRANCH CIRCUIT…