Attachment 3 - 648-20-113 Drawings R3.31.23.pdf

PROJECT DESCRIPTION GENERAL NOTES

GENERAL

1. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AND NOTIFY COR / ARCHITECT OF

ANY DISCREPANCIES PRIOR TO ANY WORK.

2. DIMENSIONS ARE TO FACE OR CENTER LINE OF FRAMING OR STRUCTURE AS INDICATED BY

THE DIMENSION LEADER LINE TYPE:

FACE OF FRAMING OR STRUCTURE

CENTER LINE OF FRAMING OR STRUCTURE

CLR - CLEAR DIMENSION IS TO FACE OF FINISHED MATERIAL

3. WHERE EXISTING CONSTRUCTION AND/OR FINISH IS MODIFIED, REPAIR TO MATCH EXISTING

UNLESS NOTED OTHERWISE.

4. CONTRACTOR SHALL COORDINATE WITH OWNER FOR REMOVAL OF ALL OWNER ITEMS IN

EXISTING SPACES FOR NEW CONSTRUCTION

5. PROTECT ALL EXISTING FINISHES FROM DAMAGE, REPAIR ALL DAMAGED AREAS AT NO COST

TO OWNER.

6. IT IS SUGGESTED THAT THE CONTRACTOR VISIT THE PROJECT SITE PRIOR TO BIDDING TO

BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS, SECURITY PROVISIONS, LAYDOWN

AREA AND OTHER SITE SPECIFIC GENERAL CONDITIONS WHICH MAY AFFECT THE BID VALUE

OF THIS PROJECT.

7. THE DRAWINGS SHALL BE WORKED IN CONJUNCTION WITH THE SPECIFICATIONS. THE

SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS AND CONTAINS ADDITIONAL

INFORMATION REQUIRED TO CONSTRUCT THE WORK OF THIS CONTRACT. IN THE EVENT OF A

CONFLICT BETWEEN THE DRAWINGS AND THE SPECS, NOTIFY THE COR FOR CLARIFICATION

SEVEN DAYS BEFORE BEGINNING WORK ON THE AFFECTED ACTIVITIES.

8. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT AND NECESSARY

FACILITIES, AND PERFORM ALL LABOR AND SERVICES OF EVERY DESCRIPTION AS MAY BE

NECESSARY TO COMPLETE THE SCOPE OF WORK DEFINED ON THE DRAWINGS AND

SPECIFICATIONS.

9. THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL VA ISSUED PERMITS (CRANE,

HOTWORK, ICRA, SATURDAY, SHUTDOWN, ETC.), CERTIFICATES, INSPECTIONS, DEPARTMENT

APPROVALS, ETC. FOR WORK PERFORMED UNDER THIS CONTRACT. PROVIDE COPIES OF ALL

REQUIRED PERMITS, CERTIFICATES, INSPECTIONS AND AGENCY APPROVALS TO THE

ENGINEER INCLUDING BUT NOT LIMITED TO ICRA AND IFLS.

10. FABRICATE AND INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE SPECIFICATIONS, ALL

APPLICABLE STATE AND LOCAL CODES, AND THE GENERAL AND SUPPLEMENTARY CONDITIONS

OF THE CONTRACT.

11. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE PROPER

PERFORMANCE OF THEIR WORK, COORDINATING WITH OTHER TRADES, MEANS AND METHODS

OF CONSTRUCTION, SAFETY AND SECURITY ON SITE.

12. CUTTING AND PATCHING SHALL BE PERFORMED BY EACH TRADE AS NECESSARY FOR THE

PERFORMANCE AND INSTALLATION OF THEIR WORK. CUTTING AND PATCHING SHALL BE

PERFORMED IN A WORKMANLIKE MANNER CONSISTENT WITH INDUSTRY STANDARDS FOR

FINISHES AND SUBSTRATES AFFECTED.

13. THE CONTRACTOR SHALL PROTECT THE FACILITY FROM WEATHER AND MAINTAIN SECURITY

DURING ALL CONSTRUCTION WORK.

14. THE WORK SHALL BE COORDINATED IN GOOD FAITH WITH THE A/E AND ALL GOVERNMENT

EMPLOYEES 14 DAYS IN ADVANCE OF BEGINNING EACH CONSTRUCTION ACTIVITY.

15. UNLESS ITEMS OF MATERIAL, EQUIPMENT OR WORK ARE SPECIFICALLY NOTED TO BE

PROVIDED OR FURNISHED BY OTHERS, THEY SHALL BE PROVIDED UNDER THIS CONTRACT.

16. ALL WORK SHALL BE PERFORMED BY SKILLED WORKERS IN A WORKMANLIKE AND

PROFESSIONAL MANNER CONSISTENT WITH INDUSTRY STANDARDS.

17. MATERIALS AND COMPONENTS AS SPECIFIED CONSTITUTE A STANDARD OF QUALITY, UNLESS

OTHERWISE NOTED. EQUAL SUBSTITUTES WILL BE ACCEPTABLE ONLY WITH WRITTEN PRIOR

APPROVAL BY THE CONTRACTING OFFICER SEVEN DAYS BEFORE BIDS ARE DUE. DO NOT

ASSUME EQUALITY AND SUBMIT SHOP DRAWINGS FROM ALTERNATE VENDORS WHO HAVE NOT

BEEN APPROVED IN WRITING BY THE ENGINEER. IN THE EVENT THIS HAPPENS, THE

CONTRACTOR SHALL PROVIDE THE SYSTEM USED IN THE BASIS OF DESIGN AT NO ADDITIONAL

COST TO THE OWNER.

18. THE CONTRACTOR SHALL LEAVE THE SITE IN PROPER WORKING ORDER AND SHALL, WITHOUT

ADDITIONAL CHARGE, REPLACE ANY WORK, MATERIALS, OR EQUIPMENT FURNISHED AND

INSTALLED UNDER THE CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FROM ORDINARY

WEAR AND TEAR, WITHIN ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE

OWNER.

19. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIER SYSTEM TO ENCLOSE THE AREA OF

WORK AS REQUIRED PER ICRA PLAN. TEMPORARY BARRIERS SHALL BE SEALED TO EXISTING

CONSTRUCTION AS REQUIRED TO PREVENT MIGRATION OF CONSTRUCTION RELATED DIRT,

DUST AND DEBRIS TO NON-WORK SPACES AND TO MAINTAIN APPLICABLE FIRE RATINGS.

TEMPORARY WALLS, DOORS AND DOOR HARDWARE SHALL BE OF EQUAL OR GREATER FIRE

RATINGS THAN THE SURROUNDING WALLS.

20. CONSTRUCTION WORK HOURS TO BE OUTSIDE OF 7:00 AM - 4:00 PM, MONDAY - FRIDAY.

WORK MAY BE PERFORMED ON WEEKENDS OR HOLIDAYS, BUT IT SHALL BE COORDINATED

WITH THE VA COR.

COORDINATION AND PHASING

1. CONTRACTOR SHALL COORDINATE W/ OWNER FOR SCHEDULING EACH PHASE OF THE WORK.

2. OWNER WILL OCCUPY ADJACENT AREAS. CONTRACTOR SHALL COOPERATE WITH OWNER TO

PROVIDE MINIMUM INTERRUPTION OF BUILDING OCCUPANTS.

WORK IN: EXISTING BUILDINGS

1. WORK SHALL COMPLY WITH OTHER GENERAL NOTES.

DEMOLITION / CUTTING / DRILLING

1. SEE DEMOLITION SPECIFICATIONS SECTION 02 4100 AND DEMOLITION PLAN.

2. COORDINATE ANY FLOOR PENETRATIONS (SEE DRAWINGS) WITH EXISTING STRUCTURAL

LAYOUT PRIOR TO ANY WALL CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

3. CONTRACTOR SHALL CONTAIN ALL WATER USED IN CUTTING CONCRETE. CONTRACTOR SHALL

BE RESPONSIBLE FOR ALL WATER DAMAGE. CONTRACTOR SHALL BEAR ALL COSTS FOR

REPAIRS AND INVESTIGATIONS DUE TO WATER DAMAGE.

3.1. CONTRACTOR SHALL USE SMALL EXPLORATORY DRILLING TO LOCATE AND AVOID

REINFORCING.

FLOORS/SLABS

1. FILL ALL HOLES, CRACKS, AND RECESSES IN CONCRETE WITH NON-SHRINK GROUT FOR A

SMOOTH FINISH PREPARE TO RECEIVE FLOOR FINISHES.

COORDINATION AND PHASING

1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR SCHEDULING EACH PHASE OF THE

WORK.

2. OWNER WILL OCCUPY ADJACENT AREAS. CONTRACTOR SHALL COOPERATE WITH OWNER TO

PROVIDE MINIMUM INTERRUPTION OF BUILDING OCCUPANTS.

3. THIS PROJECT IS TO BE PHASED TO PERFORM WORK ON THE WEST PEDESTRIAN BRIDGE AND

THE EAST VEHICULAR BRIDGE SEPARATELY, AND THE CENTRAL PEDESTRIAN BRIDGE WORK

CAN BE DONE ALONGSIDE THE WEST PEDESTRIAN BRIDGE OR THE EAST VEHICULAR BRIDGE.

STEEL: STRUCTURE FIREPROOFING

1. SEE PROJECT MANUAL FOR FIREPROOFING. AT EXISTING/DAMAGED FIREPROOFING AND NEW

FIREPROOFING, SEE PROJECT MANUAL AND FOLLOW MANUFACTURER'S RECOMMENDATION.

THIS PROJECT INCLUDES STRUCTURAL AND WATERPROOFING REPAIR OF 3 CONNECTIONS OF BUILDINGS 102 AND 103 AT VA PORTLAND CAMPUS. BASE SCOPE INCLUDES DRAINAGE AND WATERPROOFING IMPROVEMENTS.

ALTERNATE NO. 1 INCLUDES STRUCTURAL REPAIR AND CORROSION MITIGATION. SEE DRAWINGS FOR MORE BASE

SCOPE / ALTERNATE INFORMATION.

VICINITY MAP

SHEET INDEX

GENERAL

GI001 PROJECT INFORMATION

GI002 ICRA PLAN

ARCHITECTURAL

AE101 DEMOLITION PLAN

AE102 FLOOR PLANS / REFLECTED CEILING PLANS -

WEST & CENTRAL BRIDGES

AE103 FLOOR PLAN / REFLECTED CEILING PLAN -

EAST BRIDGE

AE201 DETAILS

STRUCTURAL

S1.0 STRUCTURAL PLANS & DETAILS

BASIC DEFINITIONS

"OWNER": THE OWNER IS UNITED STATES GOVERNMENT - DEPT. OF VETERANS AFFAIRS; VA MEDICAL CENTER, 3710 SW US VETERANS HOSPITAL RD, PORTLAND, OR 97239, AND IS REFERRED TO THROUGHOUT THE CONTRACT DOCUMENTS AS IF SINGULAR IN NUMBER. THE TERM "OWNER" MEANS THE OWNER OR THE OWNER'S AUTHORIZED

REPRESENTATIVE.

"CONTRACTING OFFICER" OR "C.O.": THE OWNER'S AUTHORIZED REPRESENTATIVE RESPONSIBLE FOR ADMINISTRATING THE CONTRACT BETWEEN HOOD RIVER ENGINEERS AND OWNER. THE TERM INCLUDES CERTAIN AUTHORIZED REPRESENTATIVES OF THE CONTRACTING OFFICER ACTING WITHIN THE LIMITS OF THEIR

AUTHORITY AS DELEGATED BY THE CONTRACTING OFFICER.

"CONTRACTING OFFICER'S REPRESENTATIVE", "C.O.R.": MEANS THE CONTRACTING OFFICER'S AUTHORIZED REPRESENTATIVE, IN PART, RESPONSIBLE FOR MONITORING THE CONTRACTOR'S PERFORMANCE.

"WORK": THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THE

WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT.

"PROJECT": THE TOTAL CONSTRUCTION OF WHICH THE WORK PERFORMED UNDER THE CONTRACT DOCUMENTS "DRAWINGS", "SHOP DRAWINGS" OR "PLANS" THE GRAPHIC AND PICTORIAL PORTIONS OF CONTRACT DOCUMENTS, WHENEVER LOCATED AND WHENEVER ISSUED, SHOWING DESIGN, LOCATION AND DIMENSIONS OF THE WORK, GENERALLY INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND DIAGRAMS.

"PROJECT SUPERVISOR" OR "SUPERVISOR": MEANS THE ON-SITE SUPERVISION REPRESENTATIVE OF THE

PROJECT.

"ARCHITECT" OR "ENGINEER": MEANS THE PRIME CONTRACTOR'S ARCHITECTS, ENGINEERS AND OTHER DESIGN AND ENGINEERS PROFESSIONALS FOR THIS PROJECT, AND REFERRED THROUGHOUT THE DRAWINGS AS IF

SINGULAR IN NUMBER.

"TRADE CONTRACTOR" OR "CONTRACTORS": MEANS THE ENTITY UNDER CONTRACT AGREEMENT WITH THE PROJECT MANAGER TO PROVIDE THE SPECIFIED GENERAL, MECHANICAL AND/OR ELECTRICAL WORK IN

CONNECTION WITH THIS PROJECT.

"FURNISH" OR "FURNISHED": MEANS PROVIDING ALL MATERIALS, SHOP DRAWINGS, TRANSPORTATION, INSURANCE, FIELD MEASUREMENTS, EXPEDITING, SHIPPING, HANDLING, PACKAGING, STORAGE, TOUCH-UP MATERIALS, OWNER'S MANUALS, TRAINING AND ANY OTHER ACCESSORIES REQUIRED FOR A COMPLETE

INSTALLATION.

"INSTALL" OR "INSTALLED": MEANS COMPLETING ALL WORK AND COSTS ASSOCIATED WITH UNLOADING, UNPACKING, HOISTING, STORAGE HANGARS, SUPPORTS, SLEEVES, SCAFFOLDING, COORDINATION, LAYOUT, SHOP DRAWINGS, EXCAVATION, BACKFILL, DEWATERING, INSTALLATION, CUTTING AND PATCHING, FIRESTOPPING, CLEAN-UP, INSPECTION, DOCUMENTATION, PROTECTION OF SCOPE OF WORK AND ALL ACCESSORIES, SERVICE

AND FACILITIES REQUIRED FOR A COMPLETE INSTALLATION.

"PROVIDE" OR "PROVIDED": MEANS TO FURNISH AND INSTALL AND SHALL INCLUDE, WITHOUT LIMITATION, ALL LABOR, MATERIALS, EQUIPMENTS, TRANSPORTATION SERVICES, AND OTHER ITEMS REQUIRED TO COMPLETE THE

REFERENCED TASK.

"BY OWNER"; "BY VAMC" OR "BY VA": MEANS ITEMS WILL BE ORDERED, PAID FOR, SHIPPED TO THE JOB SITE AND

INSTALLED BY THE OWNER.

"NOT IN CONTRACT" OR "N.I.C." OR "NIC": MEANS MATERIALS OR EQUIPMENT NOT IN THE CONTRACT, BUT MAY REQUIRE PROVISIONS IN THE CONSTRUCTION FOR FUTURE INSTALLATION AS SPECIFIED OR SHOWN.

DETAIL INDICATOR

DIMENSION LINE

ELEVATION INDICATOR,

INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR,

INTERIOR, SINGLE VIEW

KEYNOTE

WALL OR PARTITION TYPE BUILDING SECTION

INDICATOR

TYPICAL SYMBOLS

CODE AND REGULATIONS

C CENTERLINE

Δ DEFLECTION

° DEGREES

⌀ DIAMETER

" INCHES

' FEET

# NUMBER

x BY (i.e. 2x4)

ABS ACRYLONITRILE BUTADIENE STYRENE

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE, ALTERNATIVE

ANSI AMERICAN NATIONAL STANDARD INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND MEASUREMENT

AWS AMERICAN WELDING SOCIETY

BATT BATT INSULATION

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BO BOTTOM OF

BOC BACK OF CURB

BOCA BUILDING OFFICIALS CODE ADMINISTRATORS

BOT BOTTOM

CB CATCH BASIN

Ce SNOW EXPOSURE FACTOR

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEARANCE

CMU CONCRETE MASONRY UNIT

CO COMPANY

CO2 CARBON DIOXIDE

CPT CARPET

CS SEISMIC RESPONSE COEFFICIENT

CSC CONVENTION FOR SAFE CONTAINERS

CT SNOW THERMAL FACTOR

CTR CENTER

d PENNY

DEMO DEMOLITION

DF DOUGLAS FIR

DIA DIAMETER

DIM DIMENSION

DN DOWN

DW DISHWASHER

DOR DESIGNER OF RECORD

(E) EXISTING

EA EACH

EIT ENGINEER IN TRAINING

EJ EXPANSION JOINT

EL ELEVATION

EXT EXTENSION OR EXTERIOR

F&I FURNISH AND INSTALL

FA FIRE ALARM

Fa SEISMIC SITE COEFFICIENT Fb BENDING STRENGTH OF WOOD f'c COMPRESSIVE STRENGTH OF CONCRETE

FE FIRE EXTINGUISHER AND BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FND FOUNDATION

FO FACE OF

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FT3 CUBIC FEET

Fv BASE SHEAR Fy YIELD STRENGTH OF STEEL

G GRAVITY

GA GAUGE

GALV GALVANIZED

GCPI INTERNAL PRESSURE COEFFICIENT

GYP GYPSUM

GYP SH GYPSUM SHEATHING

HP HELICAL PIER

HSS HOLLOW STEEL SECTION

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR CONDITIONING

I INERTIA

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNATIONAL COMMITTEE OF BUILDING OFFICIALS

IN INCHES

ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

ƪW WELD LENGTH

JAN JANITOR

JC JANITOR'S CLOSET

k STIFFNESS

KG KILOGRAM

KGS KILOGRAMS

KIP 1000 POUNDS

KSI KIPS PER SQUARE INCH

LAV LAVATORY

LBS POUNDS

MAX MAXIMUM

MFR MANUFACTURER

MI MIRROR

MIN MINIMUM, MINUTE

MINS MINUTES

MM MILLIMETER

MPH MILES PER HOUR

(N) NEW

NER NATIONAL EVALUATION REPORT

NES NATIONAL EXPORT SYSTEM

NIC NOT IN CONTRACT

NO. NUMBER

NSF NET SQUARE FEET

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OR OREGON

OSB ORIENTED STRAND BOARD

OSSC OREGON STRUCTURAL SPECIALTY CODE

PCS PIECES

PE PROFESSIONAL ENGINEER

Pf SNOW LOAD FLAT ROOF Pg SNOW LOAD GROUND

PL PLATE OR PROPERTY LINE

PLS PROFESSIONAL LAND SURVEYOR

Ps SNOW LOAD SLOPED ROOF

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QTY QUANTITY

R RADIUS, RIGIDITY, RESISTANCE

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

RF RESILIENT FLOORING

RHO REDUNDANCY FACTOR

RM ROOM

RO ROUGH OPENING

SBCI SUSTAINABLE BUILDINGS AND CONSTRUCTION INITIATIVE

SDS DESIGN SPECTRAL ACCELERATION, 0.2 SEC

SEC SECONDS

SIM SIMILAR

SPEC SPECIFICATION

SF SQUARE FEET

SQMM SQUARE MILLIMETER

Ss MAPPED ACCELERATION PARAMETER

SS STAINLESS STEEL

SYM SYMBOL OR SYMETRICAL

T&G TONGUE AND GROOVE

TD TRENCH DRAIN

THK THICK(NESS)

TO TOP OF

TOD TOP OF DECK

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

U ULTIMATE CAPACITY

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

WH WATER HEATER

WPS WELDED PROCEDURE SPECIFICATION

WWF WELDED WIRE FABRIC

TYPICAL ABBREVIATIONS

A. APPLICABLE CODES:

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

LIFE SAFETY: NFPA 101 LIFE SAFETY CODE, 2018

BUILDING: INTERNATIONAL BUILDING CODE, 2016

MECHANICAL: INTERNATIONAL MECHANICAL CODE, NFPA 90A

FIRE PREVENTION: NFPA NATIONAL FIRE CODES, EXCEPT NFPA 5000 & NFPA 900

ELECTRICAL: NATIONAL ELECTRICAL CODE (NEC)

ACCESSIBILITY: ABAAS INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

VA PUBLICATIONS: VA DIRECTIVES, DESIGN MANUALS, & OTHER GUIDANCE ON THE

TECHNICAL INFORMATION LIBRARY (TIL)

B. OCCUPANCY USE: NFPA 101 2018: CHAPTER 19 EXISTING HEALTH CARE OCCUPANCIES

IBC:INSTITUTIONAL I-2

C. CONSTRUCTION TYPE: IBC: TYPE III-A

PORTLAND VA MEDICAL CENTER

REPAIR B102/B103 BRIDGES

VA PROJECT NO. 648-20-113

U.S. Department of Veterans Affairs Veterans Health Administration VA Portland Health Care System

GI 001

PROJECT INFORMATION

SAIGF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:2

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

DROP CEILING

CLEAN

ZONE

OR

EXTERIOR

WHERE

POSSIBLE

HEPA

FILTERED

AIR

CONTAMINATED

AIR

CONTAMINATED CONTAINMENT

AREA

DROP CEILING

HEPA FILTERED

AIR

CONTAMINATED AIR

CONTAMINATED

CONTAINMENT

AREA

CLEAN ZONE

OR EXTERIOR

WHERE

POSSIBLE

DROP CEILING

CONTAMINATED

AIRCONTAMINATED

CONTAINMENT

AREA

HEPA-FILTERED

AIR

CLEAN

ZONE

OR

EXTERIOR

WHERE

POSSIBLE

DROP CEILING

HEPA-FILTERED

AIR

CLEAN

ZONE

OR

EXTERIOR

WHERE

POSSIBLE

FIRE CAULK AS REQUIRED

CEILING DECK

SUSPENDED CEILING

2X4 FIRE RATED BRACE 4'-0" O.C.

TAPE/SEAL ALL PENETRATIONS

THROUGH TEMPORARY WALLS

2" FIRE RATED PLYWOOD, EXTEND CEILING

HEIGHT OR FIRE RESISTANT 10 MIL

POLYETHYLENE SHEETING CONTINUOUS

WITH ALL SEAMS TAPED

2X4 FIRE RATED STUD WALL 16" O.C.

EXISTING SLAB

SEAL POLYETHYLENE SHEETING

TO FLOOR WITH BLUE PAINTERS

TAPE

NOTES:

1. THIS DETAIL IS FOR NON-STRUCTURAL APPLICATIONS. SUBMIT RFI FOR CLARIFICATIONS AT ALL STRUCTURAL WALLS IF

NOT MARKED ON DEMOLITION PLANS.

2. INSTALL A PLASTIC SHEETING BARRIER BEFORE ERECTING OR DEMOLISHING TEMPORARY WALLS. THESE ARE LABELED

THROUGH OUT THE DOCUMENTS AS "TEMP-TEMP" WALLS. PLASTIC SHEETING BARRIER SHALL NOT BE REMOVED UNTIL

AFTER THE COR HAS APPROVED AND ACCEPTED THE TEMPORARY WALL.

3. THE USE OF POLYETHYLENE IS ONLY UPON AGREEMENT WITH THE COR AND INFECTION PREVENTION.

4. REPAIR ALL EXISTING FLOOR, WALL, AND CEILING FINISHES AFTER REMOVAL OF TEMPORARY WALLS. WALL, DOOR AND

HARDWARE TO BE EQUAL RATING TO HIGHEST RATED ADJACENT WALL. SUBMIT SHOP DRAWING WITH ILSM APPLICATION.

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

TEMPORARY WALL DETAIL (non-structural)1

THE UNIT PULLS IN CONTAMINATED AIR, FILTERS OUT CONTAMINANTS AND PROPELS THE

FILTERED AIR OUTSIDE THE CONTAINMENT ZONE THROUGH FLEXIBLE DUCTING TO

NEGATIVELY PRESSURIZE THE WORK AREA.

INLET DUCTING IS USED TO PULL CONTAMINATED AIR OUT OF THE ZONE TO NEGATIVELY

PRESSURIZE IT. CONTAMINANTS ARE REMOVED BY THE UNIT WHICH IS TYPICALLY LOCATED

ADJACENT TO CONTAINMENT BARRIER SO CONTAMINATED AIR CAN BE FED DIRECTLY INTO

THE INLET. FILTERED AIR IS DUCTED OUTSIDE OR TO ANOTHER AREA AS REQUIRED.

THE UNIT IS LOCATED WITHIN THE CONTAINMENT ZONE WITH NO INLET OR EXHAUST DUCTING, SO THERE IS NO AFFECT ON ROOM PRESSURIZATION. THE PAS ACCELERATES THE REMOVAL

RATE OF AIRBORNE CONTAMINANTS.

HEPA-AIRE PORTABLE AIR SCRUBBERS CAN ALSO BE USED TO CREATE AND MAINTAIN POSITIVE

PRESSURE ZONES.

SCALE: NTS

NEGATIVE PRESSURE MODE WITH THE UNIT LOCATED INSIDE 2 SCALE: NTS

NEGATIVE PRESSURE MODE WITH THE UNIT LOCATED OUTSIDE 3

SCALE: NTS

CONTINUOUS AIR CLEANING AND RECIRCULATION4 SCALE: NTS

POSITIVE PRESSURE5

SCALE: NTS

HEPA FILTER6

SCALE: NTS

FIRE RATED TENT7

SCALE: NTS

ADHESIVE WALK OFF MAT8 SCALE: NTS

COVERED RUBBAGE CART9

FOR THE PURPOSE OF THE RENOVATION, THE CONSTRUCTION WORK IS CONSIDERED LOW RISK. THE DUST

CONTROL PLAN SHALL BE DISTRIBUTED AND REVIEWED BY ALL CONTRACTORS PERFORMING WORK ON THIS

CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES

· DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON RECIRCULATED

AlR IF FEASIBLE SEAL OFF ADJACENT AIR INTAKES AND PROVIDE TEMPORARY AIR FILTERS AT ALL

LOUVERS AS IS REQUIRED. IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY FILTER

BANKS FREQUENTLY AND REPLACE AS NEEDED TO AVOID BUILDUP OF PARTICULATE.

· SEAL WINDOWS AND REDUCE WHEREVER POSSIBLE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN

DOORS IN STAIRWELLS AND CORRIDORS) ESPECIALLY IN PROTECTIVE ENVIR0MMENT (PE) AREAS.

B. INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

· BARRIER SYSTEMS: THE AREA SHOULD BE ISOLATED, AS THE PROJECT REQUIRES. SMALL, SHORT

DURATION PROJECTS GENERATING MINIMAL DUST MAY USE FIRE RATED PLASTIC SHEETING. BUT SHOULD

BE SEALED AT FULL CEILING HEIGHT WITH AT LEAST 2-FOOT OVERLAPPING FLAPS FOR ACCESS TO ENTRY.

PROJECT THAT PRODUCE MODERATE TO HIGH LEVELS OF DUST REQUIRE RIGID, DUST-PROOF. AND

FIRE-RATED BARRIER WALLS, DOORS AND HARDWARE (E.G. DRYWALL) WITH CAULKED SEAMS FOR A TIGHT

SEAL EXTENDING FLOOR TO CEILING. SEAL OFF AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE

USED FOR CONTAINMENT. LARGE DUSTY PROJECTS NEED AN ENTRY VESTIBULE FOR CLOTHING CHANGES

AND TOOL STORAGE AND TIGHT SEALS SHOULD BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND

WALL PENETRATIONS. AN INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MlL) MAY BE REQUIRED TO PROJECT

THE AREA WHILE THE RIGID IMPERVIOUS BARRIER IS BEING CONSTRUCTED. ANY DUST SHALL BE

IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF

THE CONSTRUCTION PROJECT DUST BARRIERS SHALL BE REMOVED CAREFULLY TO MINIMIZE SPREADING

OF DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL

OF A PERMANENT BARRIER. CONTRACTOR PERSONNEL SHALL MONITOR AND PERFORM BARRIER

MAINTENANCE AND BE EDUCATED TO NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST

EVIDENCED BY FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY PRESENCE OF INSECTS AND FLIES.

WET CEILING TILES, ETC.

· TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS PATHS

SHOULD BE FREE OF OF DEBRIS: DESIGNATED ELEVATORS SHOULD BE USED DURING SCHEDULED TIMES;

AND ONLY AUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE

SHOULD DIRECT PEDESTRIANS TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

· DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING

DESIGNATED TRAFFIC ROUTES. WET DOWN RUBBISH WITH FINE MIST OF WATER AS IS REQUIRED TO

REDUCE DUST. EFFORTS SHOULD BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON

TRANSPORT DURING THE LOWEST PERIOD OFF ACTIVITY. DEBRIS SHOULD BE MADE TO MINIMIZE DAILY

AND AT TIMES SPECIFIED BY VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY

PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHOULD BE USED, AND THE CHUTE OPENING

SHOULD BE SEALED WHEN NOT IN USE. FILTERS SHOULD BE BAGGED AND SEALED BEFORE BEING

TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONSTRUCTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR WRITTEN APPROVAL OF THE VAMC.

· EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE INFILTRATION FROM ANY ADJACENT

EXCAVATION DEBRIS. DO NOT REMOVE ANY SECURITY SCREENS.

GENERAL NOTES

GI 002

ICRA PLAN

SAIGF

C. VENTILATION AND ENVIRONMENTAL CONTROLS

· AIR SYSTEM FLOW: DETERMINE WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RECIRCULATED AIR; FILTER SHOULD BE ADDED OR RETURN VENTS

COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN

10 DIRTY AREAS.

· NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE

ENCLOSURE TO REMOVE DUST SHOULD PASS AIR THROUGH AN INDUSTRIAL GRADE,

PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER

MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC. IF

EXHAUST MUST BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA

FILTER SHOULD BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE DUST.

· ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHOULD

BE VERIFIED DAILY.

· AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC, AND CONTRACTOR Will

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION

ACTIVITY AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM

THE CONSTRUCTION AREA ELSEWHERE. VAMC WILL MAKE DETERMINATION ON

PROVIDING FOR THE ACCOUNTABILITY AND FREQUENCY OF TESTING AIR PRESSURE

THROUGHOUT THE PROJECT.

D. CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED AREAS

· WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHOULD BE FREE OF' LOOSE

SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL

IS NOT WORN (E.G., COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM

SHOULD BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE.

IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT (DESIGNATED AREA).

ALL EQUIPMENT, TOOLS, TOOL CARTS, MATERIALS, ETC. TRANSPORTED THROUGH

OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND

WET WIPING BEFORE THEIR REMOVAL THE CONSTRUCTION ZONE OR WORK AREA.

· CONTRACTOR CLEANING; THE CONSTRUCTION ZONE SHOULD BE MAINTAINED IN A CLEAN

MANNER BY CONTRACTORS AND SWEPT OR HEPA-VACUUMED DAILY OR MORE

FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS THAT MAY BE IMPACTED

BY THE CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS

NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO

MINIMIZE TRACKING OF HEAVY DIRT AND DUST FROM CONSTRUCTION AREAS. USE

MOPPING SOLUTIONS APPROVED FOR MEDICAL FACILITIES WHICH DO NOT CONTAIN

FRAGRANCE, IRRITANTS, ODORS OR OTHER ENVIRONMENTAL FACTORS WHICH MAY

CAUSE PATIENT INJURY OR IRRITATION. COORDINATE WITH GEMS AND HOUSEKEEPING AS

IS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:2

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

DEMOLITION GENERAL NOTESDEMOLITION LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:4

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

AE 101

DEMOLITION PLAN

SAIGF

3/32"=1'-0"

BASE SCOPE: OVERALL DEMOLITION PLAN - ENTRY PLAZA LEVEL

17.9 17 16.3 15.1 14.1 13.5 12.5 11.5 10.8 10.5 10.2 9.8 9.5 9.2 8.5 7.5 6.1 5.3 4.5 3.8 3

X

X'

Y

V

WEST

PEDESTRIAN

BRIDGE

CENTRAL

PEDESTRIAN

BRIDGE

EAST

VEHICULAR

BRIDGE

1/4"=1'-0"

BASE SCOPE: FLOOR PLAN - ENTRY PLAZA LEVEL - WEST PEDESTRIAN BRIDGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:4

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

AE 102

FLOOR PLANS & REFLECTED

CEILING PLANS

SAIGF

16.3

10.2 9.8

X X

1/4"=1'-0"

BASE SCOPE: FLOOR PLAN - ENTRY PLAZA LEVEL - CENTRAL PEDESTRIAN BRIDGE

BUILDING ENTRY

ENTRY DRIVE PLAZAENTRY DRIVE PLAZA

1/4"=1'-0"

ALTERNATE 1: REFLECTED CEILING PLAN - LOWER LEVEL - WEST PEDESTRIAN BRIDGE

16.3 10.2 9.8

X

1/4"=1'-0"

ALTERNATE 1: REFLECTED CEILING PLAN - LOWER LEVEL - CENTRAL PEDESTRIAN BRIDGE

PARKING GARAGE

PARKING GARAGEPARKING GARAGE

PEDESTRIAN BRIDGE

PEDESTRIAN BRIDGE

15.1

15.117

PLANS GENERAL NOTES

PLANS LEGEND

X

10.5 9.5

10.5 9.5 9.210.8

V V

VV

BUILDING ENTRY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:4

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

AE 103

FLOOR PLAN & REFLECTED CEILING

PLAN - EAST BRIDGE

SAIGF

4.5 3.8

X

1/4"=1'-0"

BASE SCOPE: FLOOR PLAN - ENTRY PLAZA LEVEL - EAST VEHICULAR BRIDGE

VEHICULAR BRIDGE

4.5 3.8

X

1/4"=1'-0"

ALTERNATE 1: REFLECTED CEILING PLAN - LOWER LEVEL - EAST VEHICULAR BRIDGE

PARKING GARAGE

PLANS GENERAL NOTES

PLANS LEGEND

V

V

3"=1'-0"

SECTION DETAIL - EXPANSION JOINT - PEDESTRIAN BRIDGE

3"=1'-0"

SECTION DETAIL - EXPANSION JOINT - VEHICULAR BRIDGE

3"=1'-0"

SECTION DETAIL - TILE @ BRIDGE EDGE

3"=1'-0"

SECTION DETAIL - TILE @ WINDOW WALL SILL

3"=1'-0"

SECTION DETAIL - TILE @ CONCRETE PAVERS

3"=1'-0"

SECTION DETAIL - TILE @ TYP COLUMN/GUARDRAIL POST BASE

3"=1'-0"

SECTION DETAIL - TILE @ DOOR THRESHOLD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h 3/

/2

1:

:5

PM

100% FINAL DESIGN

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Approved: Infect. Cont. Approved: Safety Mgr. Approved: P&O Chief Approved: M&R Chief

Approved: Service Chief Approved: FMS Chief Approved: VAMC Director

A/E:

GDM

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128 David Clem

Architect:

SURROUND ARCHITECTURE, INC.

150 SW Harrison Street, Suite 100 Portland, OR 97201

(503) 224-6484 Mark VanderZanden

STRUCTURAL REPAIR

BLDG 102 & 103 CONNECTIONS

PORTLAND, OR VA MEDICAL CTR

648-20-113

03/31/2023

102/103 ofSheet 6

AE 201

DETAILS

SAIGF

03/30/2023

06/30/2023 03/30/2023