Attachment 3 668-CSI-009 Drawings.pdf

MANN-GRANSTAFF

VA MEDICAL CENTER

W. FRANCIS AVE.

W

. INDIAN TRAIL RD.

N. 5 MILES RD. N.

C

O

UN

TR

Y

HO

M

ES

B

LV

D.

N. DRISCOLL BLVD.

N .A

SH

S

T.

N .M

AP

LE

S T.

H W

Y

N .M

O N

R O

E

ST

N .W

AL

L

ST

N .A

S T.

E. WELLESLEY AVE.WELLESLEY AVE.

W. GARLAND AVE.

E. EMPIRE AVE.

E. FRANCIS AVE.

N .A

SS

EM

BL

Y

ST

W. NORTHWEST BLVD.

SPOKANE RIVER

PROJECT

SITE

H W

Y

H W

Y

Xref ..\Support\668CSI009_G-BSVCTY.dwg

RESERVE RD.

MEMORIAL CIR.

INDEPENDENCE DR.

IN

D

EP

EN

D

EN

C E

D R

N .A

SS

EM

BL

Y

ST

WELLESLEY AVE.

W. BROAD AVE.

W. OLYMPIC AVE.

W. QUEEN AVE.

R

ES

ER

VE

R D

FR

EE

D O

N W

AY

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

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1 2 3 4 5 6 7 8

COVER SHEET

GI001

1WBRWBR

N

RENOVATE C208G/F FOR IR/RF

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 668-CSI-009

MANN-GRANDSTAFF VA MEDICAL CENTER

4815 N ASSEMBLY ST

SPOKANE, WA 99205

VICINITY MAP

CAMPUS MAP

ARCHITECTURAL /

LIFE SAFETY STRUCTURAL

MECHANICAL /

PLUMBING ELECTRICAL

05/03/2024

5/ 3/ jlandrith PE Seal Colorado

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

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A

E

D

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1 2 3 4 5 6 7 8

SHEET INDEX

GI002

2WBRWBR

SHEET INDEX

Sheet Number Sheet Title

GENERAL

GI001 COVER SHEET

GI002 SHEET INDEX

STRUCTURAL

SE101 STRUCTURAL GENERAL NOTES AND PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL ABBREVIATIONS AND LEGENDS

AL001 LIFE SAFETY PLAN

AD101 DEMOLITION FLOOR AND REFLECTED CEILING PLANS

AE101 FLOOR PLAN AND REFLECTED CEILING PLAN

AE102 EQUIPMENT AND FURNITURE PLAN

AE301 WALL TYPES, DOOR AND WINDOW SCHEDULE DETAILS

AE601 DOOR AND WINDOW SCHEDULES AND DETAILS

AI101 INTERIOR FINISHES PLAN, AND ROOM FINISH SCHEDULES

MECHANICAL

MI001 MECHANICAL ABBREVIATIONS

MI002 MECHANICAL GENERAL NOTES AND SYMBOLS

MD101 MECHANICAL HVAC DEMO PLAN

MD102 MECHANICAL PIPING DEMO PLAN

MH101 MECHANICAL HVAC PLAN

MP101 MECHANICAL PIPING PLAN

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH503 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

PLUMBING

PI001 PLUMBING ABBREVIATIONS AND GENERAL NOTES

PI002 PLUMBING SYMBOLS

PD101 PLUMBING DEMO PLAN UNDERFLOOR

PD102 PLUMBING DEMO PLAN

PL101 PLUMBING PLAN UNDERFLOOR

PL102 PLUMBING PLAN

PL601 PLUMBING SCHEDULES

ELECTRICAL

EI001 ELECTRICAL GENERAL NOTES

EI002 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED101 ELECTRICAL POWER DEMO PLAN

ED102 ELECTRICAL DEMO REFLECTED CEILING PLAN

EL101 ELECTRICAL LIGHTING PLAN

EP101 ELECTRICAL POWER PLAN

EP102 ELECTRICAL CONDUIT PLAN

EP601 PANEL SCHEDULES

EP701 PARTIAL ONE-LINE DIAGRAM

TELECOM

TI100 TELECOM ABBREVIATIONS AND SYMBOLS

TD101 TELECOM DEMO FLOOR PLAN AND REFLECTED CEILING

TN101 TELECOM FLOOR PLAN AND REFLECTED CEILING

05/03/2024

DESIGN CRITERIA

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED INFORMATION AS BASIS OF SHOP DRAWINGS C. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING TECHNIQUES, PROCEDURES, AND THE

SEQUENCE OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY COR IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER

PROBLEMS WITH THE CONSTRUCTION DOCUMENTS

D. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE NOT CONSTRUCTION APPROVALS E. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY REQUIRED CONSTRUCTION OBSERVATION.

GENERAL NOTES

A. SCOPE: THE FOLLOWING DRAWING SHEETS OUTLINE THE STRUCTURAL DESIGN FOR THE INSTALL OF NEW EQUIPMENT FOR THE RENOVATION OF ROOMS C208G-F FOR THE SPOKANE VAMC. WHEN A DIFFERENCE EXISTS BETWEEN THESE DRAWINGS AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE. SEISMIC DESIGN DATA WAS ASSUMED USING INFORMATION FROM OTHER PROJECTS LOCATED ELSEWHERE ON SPOKANE VAMC CAMPUS.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE (IBC) - 2021 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-22 (WITH SUPPLEMENTS)

3. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - AISC360-22

4. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI318-19

C. BUILDING RISK CATEGORY: III

D. DESIGN LOADS:

1. LOADS RECEIVED FROM MANUFACTURER'S DESIGN DRAWINGS

a. WEIGHT OF HANGING PARTS 805 lb & 783 lb

b. WEIGHT OF RAILS 3 x 59 lb

c. PATIENT TABLE 738 lb

d. MAX. LOAD ON PATIENT TABLE 529 lb

2. SEISMIC DESIGN CRITERIA:

a. SEISMIC DESIGN CATEGORY C

b. RISK CATEGORY III

c. SOIL CLASSIFICATION D - STIFF SOIL

d. COMPONENT IMPORTANCE FACTOR Ip = 1.5

e. COMPONENT RESONANCE DUCTILITY FACTOR CAR = 1.0

f. COMPONENT RESPONSE MODIFICATION FACTOR RP0 = 1.5

g. COMPONENT OVER-STRENGTH FACTOR Ω0 = 2.0

h. MAPPED SEISMIC RESPONSE ACCELERATIONS SS = 0.32

S1 = 0.094

i. SPECTRAL RESPONSE COEFFICIENTS SDS = 0.31

SD1 = 0.17

j. COMPONENT OPERATING WEIGHT Wp = 1105 lb

k. SEISMIC DESIGN FORCE Fp = 369 lb

l. VERTICAL SEISMIC FORCE Fv = 69 lb

3. LOAD COMBINATIONS:

a. 1.2 DL + 1.6 LL

b. 1.2DL + LL + EV + Ω0 Fp

STRUCTURAL STEEL REQUIREMENTS

1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC MANUAL OF

STEEL CONSTRUCTION, CODE OF STANDARD PRACTICE AND CHAPTER 22 OF THE IBC PER THE REQUIREMENTS OF THE

AUTHORITY HAVING JURISDICTION.

2. MATERIALS SHALL BE AS FOLLOWS UNO:

• PLATES ASTM A36

• UNISTRUT TELESPAR ASTM A1011

• HIGH−STRENGTH BOLTS ASTM A325, U.N.O.

• PLAIN WASHERS ANSI B18.22.1−65 (R2008)

• WELDING ELECTRODES SHALL BE E60XX RODS CONFORMING TO AWS A5.20 (FCAW PROCESS), AWS A5.18 (GMAW

PROCESS) OR AWS A5.1 (SMAW PROCESS)

3. WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER.

4. WELDING PROCEDURES ARE THE RESPONSIBILITY OF THE STRUCTURAL STEEL CONTRACTOR.

5. ALL WELDS SHALL BE CONTINUOUS WHERE NO LENGTH IS PROVIDED.

6. ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION WELDS AND SHALL DEVELOP THE FULL STRENGTH OF THE

WEAKER MEMBER.

7. ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED, GROUND SMOOTH AND PAINTED. PAINTING DONE ON STEEL MEMBERS

SHOULD BE AT LEAST 3" FROM FIELD WELDS UNLESS WELDS ARE COMPLETED. SHOP PRIME AND PAINT STEEL PER THE

OWNER'S SPECIFICATIONS.

8. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL RESPECTS TO THE CURRENT

SPECIFICATIONS FOR STRUCTURAL JOINTS AS ENDORSED BY AISC.

9. FOR BEARING TYPE CONNECTIONS, BOLTS SHALL BE INSTALLED TO A SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES OF A JOINT ARE IN FIRM CONTACT. THIS CONDITION MAY NORMALLY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN

ORDINARY SPUD WRENCH.

*FOR EASE OF ILLUSTRATION, CONCRETE SLABS, AND LATERAL BRACING ARE NOT SHOWN.

DET. LB1

Rail

Lateral Bracing

Refer to DET. TB1

TABLE TO FLOOR ANCHORAGE

25'-8"

2'-2"

4"

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

1' -0

3 4"

83 4"

Refer to DET. LB1 Lateral Bracing

Concrete Slab f'c = 3000 psi

Rail

Refer to DET. S1

Refer to DET. H1

Rail

Rail

* Lateral bracings are not shown in the view.

- Lateral bracing shall be provided as specified in the framing plan.

- CJP groove weld can be substituted instead of fillet welds.

- Use (2) 1 4" φ Titen HD, hnom=2.5" (1.94" embedment depth) for connecting the patient table to the concrete floor.

* Note 1

83 4" 6"

(8) 12" φ CS Strong-Bolt 2 hnom. = 2.75" hemb. = 2.25"

PL 8"x8"x3 8"

UNISTRUT TELESPAR

Tube Box 2 12"x 2 12" (10 GA.)

8"

Rail

Min. Edge Distances: 1"

Rail

UNISTRUT TELESPAR

Tube Box 2 12"x 2 12" (10 GA.)

Min. Edge Distances: 1"

(4) 3 4" Titen HD hnom = 6" hemb. = 4.64"

PL 10"x6"x1 2"

8"

M in

L w

1 2"

8" 2"

3"

5"

L/2 L/2

(2) 3 8" SET-3G F1554 Gr.36 hemb. = 2.375"

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

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STRUCTURAL GENERAL

NOTES AND PLAN

SE101

3MKMA

SCALE: 3/16" = 1'-0"

0' 10'5'N

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

0' 6'3'0' 2'1'

SCALE:1 STRUCTURAL FRAMING PLAN

3/16" = 1'-0" SCALE:2 CEILINGS - 3D VIEW

NTS

SCALE:3 CEILINGS CONNECTIONS

3/8" = 1'-0" SCALE:4 DET. H1

NTS SCALE:5 DET. S1

NTS SCALE:6 DET. LB1

3/4" = 1'-0"

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

0' 2'1'

SCALE:7 3D VIEW

NTS

SCALE:8 DET. TB1

NTS

5/ 3/

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

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1 2 3 4 5 6 7 8

ARCHITECTURAL ABBREVIATIONS

AND LEGENDS

AE001

4BAJBAJ/JE

ABBREVIATIONS

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ALUM ALUMINUM

ALM ALARM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING &

AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

BL BUILDING LINE

BLDG BUILDING

B.O. BOTTOM OF

BRK BRICK

BUR BUILT UP ROOFING

CAB CABINET

CF CUBIC FOOT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTERLINE

CLOS CLOSET

CLG CEILING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

CRS COURSE(S)

CTR CENTER

CNTR COUNTER

CU IN CUBIC INCH

CU YD CUBIC YARD

d PENNY (NAILS, ETC.)

DEMO DEMOLITION

DET DETAIL

DIAM,Ø DIAMETER

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

E EAST

EA EACH

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EP ELECTRICAL PANEL

EPDM ETHYLENE-PROPYLENE-DIENE-MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FOOT-CANDLE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES, AND EQUIPMENT

FG FIXED GLASS

FIN FL FINISHED FLOOR

FIN FL EL FINISHED FLOOR ELEVATION

FIX FIXTURE

FL FLOOR

FH FIRE HYDRANT

FLUOR FLUORESCENT

FMS FACILITY MANAGEMENT SERVICES

FND FOUNDATION

FOC FACE OF CONCRETE / CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FOOT / FEET

FTG FOOTING

FURR FURRED(ING)

GA GAGE, GAUGE

GALV GALVANIZE(D)

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GRND GROUND

GRT GROUT

HB HOSE BIB

HNDCP HANDICAP

HDW HARDWARE

HJT HEAD JOINT

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSE POWER / HIGH PRESSURE

HSKP HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IES ILLUMINATING ENGINEERING SOCIETY

IGU INSULATED GLASS UNIT

IN INCH (“

INC INCORPORATED

INFO INFORMATION

INSUL INSULATION/INSULATE(D)(ING)

INT INTERIOR

INV INVERT

IRCA INFECTION CONTROL RISK ASSESSMENT

JAN JANITOR

JC JANITOR CLOSET

JT JOINT

K KIP (1,000 LB.)

LAB LABORATORY

LDR LADDER

LAM LAMINATE

LAV LAVATORY

LB POUND

LAG LAG SCREW

LG LENGTH / LONG

LTG LIGHTING

LVL LAMINATED VENEER LUMBER

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MET METAL

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPOI OWNER PROVIDED, OWNER INSTALLED

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PFN PRE-FINISHED

PH PHASE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

POC POINT OF CURVE/CONTACT

POI POINT OF INTERSECTION

POT POINT OF TANGENT

PR PAIR

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PT CONC POST-TENSIONED CONCRETE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RAD RADIUS

RB RUBBER BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO, REFERENCE

REIN REINFORCE(D)(ING)

RECP RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAFB SOUND ATTENUATION FIRE BATTS

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPF SPRAY APPLIED POLYURETHANE FOAM INSULATION

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STORM SEWER, STAINLESS STEEL

STM STORM

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SWBD SWITCHBOARD

T&G TONGUE AND GROOVE

TEL TELEPHONE

THK THICK(NESS)

THRU THROUGH

TJI TRUSJOIST INCORPORATED

T.O. TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UL UNDERWRITERS' LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

V VOLT

VB VINYL BASE

VBR VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VIF VERIFY IN FIELD

VIT VITREOUS

VS VERSUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF TANGENT

VPI VERTICAL POINT OF INTERSECTION

VPC VERTICAL POINT OF CURVATURE

W WEST / WIDTH / WIDE / WATT

W/ WITH

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WATER HEATER

WDW WINDOW

W/O WITHOUT

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XPAN CROSS PAN

XSECT CROSS SECTION

XSTR EXTRA STRONG

YD YARD

YR YEAR

SYMBOLS LEGEND AND NOTES:

DETAIL MARKERS

DETAIL NUMBER

SHEET NUMBER OF DWG. WHERE

DETAIL IS SHOWN

WALL SECTION MARKERS

SECTION NUMBER

SHEET NUMBER OF DWG. WHERE

SECTION IS SHOWN

INTERIOR ELEVATION MARKERS

ELEVATION MARKERS

DRAWING TITLE

FINISH FLOOR

0'-0"

TITLE

VIEW NUMBER

ELEVATION NUMBER

SHEET NUMBER

A

COLUMN GRID LINES AND

IDENTIFICATION MARKERS

X

LAB EXPANSION ROOM NAME

ROOM NUMBER

DOOR NUMBER

X WINDOW OPENING

WALL PARTITION TYPE

X KEY NOTES

NORTH ARROW

X REVISION NUMBER

REVISION CLOUD

A6

A104

X

XX-XX

XX.X

SCALE:1 XXXXX

XX N

NORTH

X

XXX

05/03/2024

AutoCAD SHX Text

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

LIFE SAFETY PLAN

AL001

5MEBAJ

CODE REVIEW:

0'

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

8'4'2' N

EXIT PATH WITH TRAVEL DISTANCE

COMMON PATH OF TRAVEL

TRAVEL DISTANCE = 124'-6" TRAVEL DISTANCE = 187-0"

COMMON PATH OF TRAVEL = 97'-7"

LEGEND:

PROJECT SUMMARY:

THE PROJECT CONSISTS OF RENOVATING TWO ADJOINING ROOMS

TO CREATE AN IR/RF IMAGING SUITE.

ONE OF THE ROOMS IS AN EXISTING RESTROOM WHICH WILL

DEMOLISHED INCLUDING WALLS. FLOOR FINISHES, ACOUSTICAL

CEILINGS, PIPING, DUCTWORK, ELECTRICAL CONDUIT, WIRING AND

FIXTURES AND MADE INTO A CONTROL ROOM FOR THE IMAGING.

THE OTHER ROOM WILL BE PREPARED TO RECEIVE IR/RF

EQUIPMENT AND BOTH ROOMS WILL HAVE LEAD SHIELDED WALLS

AND IN THE CONTROL ROOM A LEAD GLASS OBSERVATION

WINDOW.

CODE REFERENCE: 2021 NFPA 101 LIFE SAFETY CODE

EXISTING FIRE PROTECTION: FULLY SPRINKLERED TO REMAIN

ALLOWABLE MAXIMUM OCCUPANCY PER ROOM

CONTROL ROOM 1 OCCUPANT

IMAGING ROOM 2 OCCUPANTS

ALLOWABLE TRAVEL DISTANNCE.................200 FEET

ALLOWABLE COMMON PATH OF TRAVEL.....100 FEET

CONSTRUCTION AREA (LIMITATION OF WORK)

NEITHER EXISTING SMOKE BARRIERS, SUITES,

NOR EGRESS SYSTEMS ARE BEING MODIFIED BY

THIS PROJECT

05/03/2024

AutoCAD SHX Text

RESPIRATORY THERAPY

AutoCAD SHX Text C214

AutoCAD SHX Text

CONFERENCE ROOM

AutoCAD SHX Text C215

AutoCAD SHX Text

CLEANING

AutoCAD SHX Text C215A

AutoCAD SHX Text C212

AutoCAD SHX Text

RT

AutoCAD SHX Text C210

AutoCAD SHX Text

ULTRASOUND

AutoCAD SHX Text C208

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text C204A

AutoCAD SHX Text R.R

AutoCAD SHX Text C206

AutoCAD SHX Text

CAT SCAN

AutoCAD SHX Text C202

AutoCAD SHX Text X-Ray overflow

AutoCAD SHX Text C221

AutoCAD SHX Text

WAITING

AutoCAD SHX Text C220

AutoCAD SHX Text

COORDINATOR DIAG. SERVICES

AutoCAD SHX Text C211

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text C2-C1

AutoCAD SHX Text

CENTRAL RECEPTION

AutoCAD SHX Text C207

AutoCAD SHX Text

CONFERENCE RM.

AutoCAD SHX Text C201

AutoCAD SHX Text

X-RAY WAITING RM.

AutoCAD SHX Text C205

AutoCAD SHX Text

ECHO

AutoCAD SHX Text

VASCULAR

AutoCAD SHX Text C213

AutoCAD SHX Text

FIRE HOSE CLOS.

AutoCAD SHX Text

EXTERIOR ROOF AREA

AutoCAD SHX Text

EXG HVAC CONDENSING UNITS ON STEEL BEAM SUPPORTS.

AutoCAD SHX Text c200

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text S2-c1

AutoCAD SHX Text

STAIRWAY

AutoCAD SHX Text C202c

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

COMPUTER RM.

AutoCAD SHX Text C202A

AutoCAD SHX Text

OFFICE RADIOLOGY TECHNICIAN

AutoCAD SHX Text

AUTOCLAVE

AutoCAD SHX Text C240A

AutoCAD SHX Text

RT

AutoCAD SHX Text

(TEMP. RECEPTION)

AutoCAD SHX Text

TEMP. WAITING

AutoCAD SHX Text

FIRE HOSE CLOSET

AutoCAD SHX Text C200A

AutoCAD SHX Text

HALL

AutoCAD SHX Text S2-C2

AutoCAD SHX Text

STAIRWAY

AutoCAD SHX Text remote digital r & f X ray

AutoCAD SHX Text

GENERAL X-RAY

AutoCAD SHX Text

DAYLIGHT PROCESSOR

AutoCAD SHX Text C230A

AutoCAD SHX Text

TOILET RM.

AutoCAD SHX Text

1:4 PANEL SURF MTD VIEW BOX.

AutoCAD SHX Text

COMPUTER RM.

AutoCAD SHX Text

EXG DUCT SHAFT

AutoCAD SHX Text C219A

AutoCAD SHX Text imation (3m) laser printer

AutoCAD SHX Text lumysis #150 film digitizer

AutoCAD SHX Text C226

AutoCAD SHX Text

DESK

AutoCAD SHX Text

4 PC STATIONS

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CRASH CART

AutoCAD SHX Text 42"

AutoCAD SHX Text 26"

AutoCAD SHX Text C227

AutoCAD SHX Text

STAFF RADIOLOGIST

AutoCAD SHX Text

FILM FILES STORAGE (1 HR FIRE RTD)

AutoCAD SHX Text C224

AutoCAD SHX Text

STAFF RADIOLOGIST

AutoCAD SHX Text

SECRETARY

AutoCAD SHX Text C225

AutoCAD SHX Text C223

AutoCAD SHX Text

RT STORAGE

AutoCAD SHX Text 202-27

AutoCAD SHX Text C240

AutoCAD SHX Text

LAB OFFICE

AutoCAD SHX Text

PLATE READER

AutoCAD SHX Text

FRESH AIR INTAKE

AutoCAD SHX Text changing rooms

AutoCAD SHX Text C229A,B,C

AutoCAD SHX Text

X-RAY EQUIP ALCOVE

AutoCAD SHX Text C230B

AutoCAD SHX Text

X-RAY EQUIP ALCOVE

AutoCAD SHX Text C231B

AutoCAD SHX Text

CS CONTROL

AutoCAD SHX Text C204

AutoCAD SHX Text C222

AutoCAD SHX Text C232

AutoCAD SHX Text C230

AutoCAD SHX Text

ESTABLISHED SMOKE BARRIER

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text C2-C1

AutoCAD SHX Text

ESTCODE

IMAGE

C208G

RESTROOM

C208F

IMAGE

C208G

RESTROOM

C208F

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

DEMOLITION FLOOR AND

REFLECTED CEILING PLANS

AD101

6BAJ/JMEBAJ

KEY NOTES:

1. REMOVE THE PARTIAL HEIGHT CONTROL ROOM WALL

INCLUDING WINDOWS, ELECTRICAL CONDUIT AND DEVICES.

2. REMOVE THE CONTROL ROOM WORK SURFACES AS REQUIRED

TO ALLOW FOR THE NEW DIVIDING WALL. CONFIRM WITH COR

IF THESE ARE TO BE RELOCATED OR RECONFIGURED.

3. REMOVE THE RESTROOM INCLUDING THE NORTH, EAST AND

WEST WALLS, FIXTURES, PIPING, CAP FLOOR DRAIN,

ELECTRICAL CONDUIT AND DEVICES, CEILING AND FLOOR

FINISHES INCLUDING SHEET FLOORING, INTEGRAL BASE AND

ADHESIVE TO BARE SUBSTRATE THROUGHOUT.

4. REMOVE THE TOILET AND HANDICAP RAILING, SINK AND

CASEWORK, THE BASE AND UPPER CABINETS AND

COUNTERTOP.

5. REMOVE THE CEILINGS INCLUDING GRID AND ACOUSTICAL

PANELS, LIGHT FIXTURES, SPRINKLER HEADS AND DROPS AND

FIRE ALARM DEVICES.

6. REMOVE SOFFIT, REFER TO MECHANICAL MD101.

7. DOOR TO REMAIN. REMOVE AND SAVE FOR REINSTALLATION.

8. WALL TO REMAIN.

9. LEAD-LINED DOOR AND FRAME TO BE REMOVED AND SAVED

FOR DETERMINATION OF SALVAGE BY COR.

10. EXISTING COLUMN TO REMAIN.

11. REMOVE GYPSUM BOARD CEILING FOR DEMOLITION OF

MECHANICAL AND THE RELOCATION OF CEILING DIFFUSER.

LIGHT FIXTURES TO BE REMOVED.

12. RETURN AIR GRILLE TO BE RELOCATED.

0'

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

8'4'2' N

SCALE:1 DEMOLITION FLOOR PLAN

1/4" = 1'-0" SCALE:2 DEMOLITION REFLECTED CEILING PLAN

1/4" = 1'-0"

SHEET NOTES:

1. PROTECT ALL EXISTING WALLS AND STRUCTURE NOT

SHOWN FOR DEMOLITION.

2. EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BOTH IN PLAN AND IN THE FIELD PRIOR TO

CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY ADJUSTMENTS AND / OR CORRECTIONS.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND COORDINATION WITH NEW

CONSTRUCTION.

4. REFER TO KEY NOTES FOR DEMOLITION OF GYPSUM

BOARD CEILINGS, SUSPENSION SYSTEMS, LIGHT

FIXTURES AND DIFFUSERS.

5. DEMOLISH ALL LIGHTING FIXTURES WITHIN THE GRID

CEILING.

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF CONSTRUCTION

EXISTING WALL TO REMAIN

PARTITION/WALL TO BE REMOVED

ACOUSTICAL TILE GRID TO BE REMOVED

2X4 LIGHT FIXTURE TO BE REMOVED

SUPPLY DIFFUSER TO BE REMOVED

LEGEND:

CONTROL ROOM

C208F

A

B

2'-6" V.I.F.

A

A208

B

AE301

B

AE301

IMAGE

C208G

CONTROL ROOM

C208F

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

KEY NOTES:

1. NEW LEAD-LINED WALLS: REFER TO WALL TYPES, SHEET 1/AE301.

2. 3'-5" X 4'-0" LEAD SAFETY GLASS OBSERVATION WINDOW WITH LEAD-LINED

HOLLOW METAL FRAME.

3. 3'-0" X 7'-0" NEW LEAD-LINED DOOR - SEE DOOR SCHEDULE ON SHEET

AE601.

4. SEAMLESS SHEET VINYL FLOORING WITH RUBBER BASE, SEE AI101.

5. EXISTING LEAD-LINED DOOR AND FRAME AND DOOR HARDWARE TO

REMAIN. CONFIRM WITH VA PHYSICIST THAT IT MEETS SHIELDING

REQUIREMENTS FOR THIS APPLICATION.

6. EXISTING WINDOW TO BE INFILLED. CONFIRM THAT THE WINDOW IS SHUT

TIGHT AND REMOVE THE WINDOW BLIND, SEE DETAIL 1/AE601.

7. SOFFIT , REFER TO DRAWING 2/AE301 AND MECHANICAL 1/MH101.

8. SCANNER SUPPORT RAILS.

9. STAINLESS STEEL SINK, SOLID SURFACE COUNTERTOP, AND LAMINATED

CASEWORK.

10. 2' X 2' ACOUSTICAL GRID CEILING. SEE CEILING EQUIPMENT PLAN BY

VENDOR FOR LOCATION OF EQUIPMENT RAILS AND UNISTRUT SUPPORT.

11. 2' X 2' ACOUSTICAL GRID CEILING.

12. WINDOWS WERE PREVIOUSLY INFILLED AND COVERED WITH GYPSUM

BOARD AND ARE TO REMAIN AS IS.

13. EXISTING COLUMN.

14. EXISTING DOOR AND DOOR HARDWARE TO BE REINSTALLED IN-PLACE.

15. RELOCATED RETURN AIR GRILLE, REFER TO MECHANICAL.

16. SHADED AREAS TO REMAIN FREE OF OBSTRUCTIONS FOR MOUNTED

CEILING EQUIPMENT MOVEMENT DURING USE. REFER TO VENDOR

INSTALLATION REQUIREMENTS.

0'

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

8'4'2' N

SCALE:1 FLOOR PLAN

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

1/4" = 1'-0"

SHEET NOTES:

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH APPLICABLE CODES

AND TO THE SATISFACTION OF THE COR.

2. PROTECT ALL EXISTING WALLS AND STRUCTURE TO REMAIN FROM

DEMOLITION ACTIVITIES.

3. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE.

4. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BOTH ON PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION AND

SHALL BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS.

5. PATCH, REPAIR, REPLACE AND REPAINT ALL AREAS OF EXISTING

CONSTRUCTION AFFECTED BY DEMOLITION AND REMOVAL OF HAZARDOUS

MATERIALS TO NEW CONDITION. MATERIALS AND FINISHES IN EXISTING

CONSTRUCTION SHALL MATCH EXISTING ADJACENT MATERIALS TO GREATEST

EXTENT POSSIBLE, INCLUDING, BUT NOT LIMITED TO: FLOORS, WALLS AND

CEILINGS. COORDINATE REMOVAL AND/OR RELOCATION OF FIXTURES AND

EQUIPMENT WITH COR.

6. CONTRACTOR TO CENTER ALL CEILING GRIDS WITHIN THE ROOM, UNLESS

OTHERWISE INDICATED ON PLAN.

7. ANY MECHANICAL DEVICES SHOWN ARE FOR INFORMATION ONLY. SEE

MECHANICAL SHEETS FOR SPECIFICATIONS AND FURTHER DETAILS.

8. PROVIDE LEAD GLASS, LEAD-LINED DOOR, LEAD-LINED FRAMES AND

LEAD-LINED WALLS WHERE INDICATED IN DRAWINGS. RADIATION SHIELDING

REQUIREMENTS ARE TO BE PROVIDED BY THE CLIENT.

FLOOR PLAN AND

REFLECTED CEILING PLAN

AE101

7BAJ/JMEBAJ/JME

LIMITS OF CONSTRUCTION

EXISTING WALL TO REMAIN

NEW PARTITION / CONSTRUCTION

NEW ACOUSTICAL TILE GRID

WINDOW SCHEDULE, SEE AE601

DOOR TYPE, REFER TO DOOR

SCHEDULE, SEE AE601

A

A208

4" RECESSED LED DOWNLIGHT, SEE EL101

2'X2' RECESSED LED TROFFER, SEE EL101

2'X2' RECESSED LED TROFFER WITH

EMERGENCY BATTERY PACK, SEE EL101

AE102

LEGEND:

RETURN AIR, REFER TO

MECHANICAL

SUPPLY AIR, REFER TO

MECHANICAL

AE102

66 12

SHADED AREAS TO REMAIN

OBSTRUCTION FREE.

A DOOR SCHEDULE, SEE AE301

2'-6" V.I.F.

2' -1

0"

6'-0"

9'-0"

CONTROL ROOM

C208F

3'-0"6'-6"

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

EQUIPMENT AND

FURNITURE PLAN

AE102

8LMFJME

0'

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

4'2'1' N

SCALE:1 ENLARGED C208G IMAGE ROOM EQUIPMENT PLAN

1/2" = 1'-0"

SHEET NOTES:

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH APPLICABLE CODES

AND TO THE SATISFACTION OF THE COR.

2. PROTECT ALL EXISTING WALLS AND STRUCTURE TO REMAIN FROM

DEMOLITION ACTIVITIES.

3. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE.

4. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BOTH ON PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION AND

SHALL BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS.

5. PATCH, REPAIR, REPLACE AND REPAINT ALL AREAS OF EXISTING

CONSTRUCTION AFFECTED BY DEMOLITION AND REMOVAL OF HAZARDOUS

MATERIALS TO NEW CONDITION. MATERIALS AND FINISHES IN EXISTING

CONSTRUCTION SHALL MATCH EXISTING ADJACENT MATERIALS TO GREATEST

EXTENT POSSIBLE, INCLUDING, BUT NOT LIMITED TO: FLOORS, WALLS AND

CEILINGS. COORDINATE REMOVAL AND/OR RELOCATION OF FIXTURES AND

EQUIPMENT WITH COR.

6. CONTRACTOR TO CENTER ALL CEILING GRIDS WITHIN THE ROOM, UNLESS

OTHERWISE INDICATED ON PLAN.

7. ANY MECHANICAL DEVICES SHOWN FOR INFORMATION ONLY. SEE

MECHANICAL SHEETS FOR SPECIFICATIONS AND FURTHER DETAILS.

8. PROVIDE LEAD GLASS, LEAD-LINED DOOR, LEAD-LINED FRAMES AND

LEAD-LINED WALLS WHERE INDICATED IN DRAWINGS. RADIATION SHIELDING

REQUIREMENTS ARE TO BE PROVIDED BY THE CLIENT.

EQUIPMENT KEY NOTES:

1. FLUORO CONTROL CONSOLE.

2. FLUORO CONTROL CONSOLE CART.

3. IMAGING SYSTEM - KEYBOARD AND MOUSE.

4. FLUOROSPOT - COMPACT CONTAINER W/CD-DVD

RECORDER.

5. POLYDOROS F80 (80kW) GENERATOR CABINET.

6. MULTITOM RAX PATIENT TABLE.

7. FLUORO LIVE / REFERENCE DISPLAY CART WITH 2

MONITORS.

8. TRANSVERSE BRIDGE AND DETECTOR STAND (FIXED

DETECTOR).

9. TRANSVERSE BRIDGE AND X-RAY TUBE STAND.

10. LONGITUDINAL RAILS.

11. EMERGENCY MECHANICAL STOP SWITCH (TWO

PROVIDED).

12. GRID HOLDER (WALL MOUNTED).

13. MULTIPURPOSE STAND - FOR RAX ORTHO.

14. MOBILE DETECTOR HOLDER ON WHEELS.

15. ACCESS POINT (TOP OF GENERATOR).

16. CHARGING STATION FOR MAX DETECTORS.

17. TIMS DESKTOP STATION W / MONITOR, MIC, KEYBOARD

AND MOUSE.

18. SYNGO WORKSTATION.

19. INTERCOM CONSOLE WITH SPEAKER/MICROPHONE.

20. INTERCOM CENTRAL UNIT AND RJ45 CONNECTOR

SOCKET.

21. INTERCOM EXAM ROOM SPEAKER.

22. INTERCOM EXAM ROOM MICROPHONE.

23. EATON UPS 5P 850G FOR IMAGING SYSTEM ONLY.

24. WALL CHARGING UNIT FOR MAX DETECTORS

25. IDI 100RTL MOBILE IMAGING TABLE.

26. DVI INTERFACE FOR SP WORKSTATION.

1 4 3

SCALE:2 ENLARGED CONTROL ROOM EQUIPMENT PLAN

1/2" = 1'-0"

21 22

#** THIS EQUIPMENT DRAWING AND KEY NOTES ARE FOR ILLUSTRATION ONLY

AND ARE NOT MEANT TO BE USED FOR BIDDING, LAYOUT OR CONSTRUCTION.

KEYNOTES INDICATE EQUIPMENT SUPPLIED BY SIEMENS, UNDER SEPARATE

CONTRACT. REFER TO THE VA AND THE VENDOR FOR ALL EQUIPMENT

REQUIREMENTS, WARRANTIES, AND INSTALLATION.

LEAD LINED 5/8" TYPE X GYPSUM

BOARDS ON BOTH SIDES TO A HEIGHT

ABOVE THE FINISHED FLOOR AS

DETERMINED BY THE VA PHYSICIST

CEILING AS SCHEDULED

TYPE PART

WIDTH

STUD

SIZE

STUD

SPACE

FIRE

RATE UL STC NOTE

A 4 7/8" 3 5/8" 16" NA - 45 MIN. 1,2

TYPE PART

WIDTH

STUD

SIZE

STUD

SPACE

FIRE

RATE UL STC NOTE

B 4 7/8" 3 5/8" 16" NA - 45 MIN. 1,2

EXISTING STRUCTURE

CONTINUOUS STEELTRACK

WITH STEEL STUDS AS

NOTED BELOW

WALL BASE AS SCHEDULED

CONTINUOUS ACOUSTICAL

SELANT

FLOOR FINISH AS SCHEDULED

IMAGING ROOM CONTROL ROOM

EXISTING STRUCTURE

CONTINUOUS FIRE RATED

SEALANT AND BACKERROD

1" DEFLECTION TRACK

CEILING AS SCHEDULED

CONTINUOUS STEELTRACK

WITH STEEL STUDS AS NOTED

BELOW

WALL BASE AS SCHEDULED

CONTINUOUS ACOUSTICAL

SELANT

FLOOR FINISH AS SCHEDULED

INSULATED WITH ACOUSTICAL

SOUND BATTS

INSULATED WITH ACOUSTICAL

SOUND BATTS

IMAGING ROOMEXISTING ROOM

CONTINUOUS FIRE RATED

SEALANT AND BACKERROD

1" DEFLECTION TRACK

LEAD LINED 5/8" TYPE X GYPSUM

BOARDS ON IMAGING ROOM SIDE

TO A HEIGHT ABOVE THE FINISHED

FLOOR AS DETERMINED BY THE VA

PHYSICIST.

NON-LEAD LINED 5/8" TYPE X

GYPSUM BOARD ON CONTROL

ROOM SIDE 8'

-0 " C

LE

AR

B.O. STRUCTURE

'-6

/4

' 3

/4

SCANNER SUPPORT RAILS,

SEE STRUCTURAL 1/SE101

ACOUSTICAL TILE CEILING

MECHANICAL SOFFIT,

FRAME WITH 5/8" TYPE X

LEAD LINED GWB

ON METAL STUDS

WALL TYPE "A", SEE

SHEET 1/AE301

EXISTING

COLUMN SUPPLY GRILL, SEE

MECHANICAL MH601

LEADED SAFETY

GLASS OBSERVATION

WINDOW, SEE AE601

DOOR A208 - SEE SHEET

AE601EXISTING LEAD-

LINED DOOR

0'-0"

FLOOR LEVEL

BASE CABINET WITH SINK,

SEE INTERIORS 2/AI101

9' -6

" M

IN

.2'-6"

EXISTING THICKENED

FLOOR SLAB

10'-6 3/4"

DUCT AND PIPING

SEE MECHANICAL

AI101

AI101

3'-0" 3'-0"

IMAGE

C208G

AE301

AE301

B.O. STRUCTURE

0'-0"

FLOOR LEVEL

B.O. SOFFIT

8'-0"

10'-3/4"

EXISTING COLUMN

EXISTING DOOR

SCANNER SUPPORT

RAIL

ACOUSTICAL LAY-IN

CEILING

B.O. STRUCTURE

10'-6 3/4"

3'-0" 3'-0"

LINE OF SOFFIT WITH

DUCT, SEE 2/AE301

TRANSVERSE

BRIDGE

LONGITUDINAL

RAIL

ACOUSTICAL

LAY-IN CEILING

B.O. STRUCTURE

0'-0"

FLOOR LEVEL

RAILING SUPPORT,

SEE STRUCTURAL.

TRIM OPENING

WITH 2" ID WHITE

TILE GROMMET

5/8" THICK

10'-6 3/4"

B.O. ACOUSTICAL

TILE CEILING

9'-6"

B.O. STRUCTURE

0'-0"

FLOOR LEVEL

B.O. SOFFIT

8'-0"

10'-3/4"

TUBE UNIT

STAND

PATIENT TABLE B.O. STRUCTURE

10'-6 3/4"

6'-6"

AI101

EQEQ

CONTROL ROOM

C208F

0'-0"

FLOOR LEVEL

8' -0

LEADED SAFETY

GLASS OBSERVATION

WINDOW

STAINLESS STEEL

COUNTERTOP

2'-8"

5/8" GYPSUM BOARD

2 12" METAL STUD

FRAMING

MECHANICAL SOFFIT

WITH DUCTWORK AND

PIPING (NOT SHOWN)

EDGE OF WALL

B.O. SOFFIT

B.O. STRUCTURE

SET AT SAME LEVEL AS

PREVIOUS SOFFIT HEIGHT

DUCTWORK SHOWN

FOR ILLUSTRATION

ONLY

CONTROL ROOM

C208F

2' -6

0'-0"

FLOOR LEVEL

B.O. CEILING

8'-0"

STAINLESS STEEL

COUNTERTOP

2'-6"

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

SCALE:1 WALL TYPES

1" = 1'-0"

SCALE:2 INTERIOR SECTION

1/4" = 1'-0"

0'

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

8'4'2'

0'

SCALE: 1" = 1'-0"

2'1'

WALL TYPES, DOOR AND

WINDOW SCHEDULE DETAILS

AE301

9JEBAJ

SCALE:3 INTERIOR ELEVATION

1/4" = 1'-0"

SHEET NOTES:

1. RADIATION SHIELDING REQUIREMENTS FOR THE

BUILDING COMPONENTS - WALLS, DOORS, OBSERVATION

WINDOW AND EQUIPMENT ARE TO BE PROVIDED BY THE

VA PHYSICIST.

2. DETAILS 4,6/AE301 ARE FOR ILLUSTRATION ONLY. REFER

TO THE MANUFACTURER FOR THE ROBOTIC IMAGING

X-RAY SYSTEM AND SETUP REQUIREMENTS INCLUDING

THE PLACEMENT OF EQUIPMENT NOT SHOWN.

3. VERIFY ALL DIMENSIONS IN THE FIELD.

SCALE:6 INTERIOR ELEVATION

1/4" = 1'-0"

SCALE:4 INTERIOR ELEVATION

1/4" = 1'-0"

SCALE:5 INTERIOR SECTION

1/4" = 1'-0"

SCALE:7 SECTION AT SOFFIT

1" = 1'-0" SCALE:8

CONTROL ROOM

INTERIOR ELEVATION

1/4" = 1'-0"

NOTES:

1. THE HEIGHT AND SHIELDING PROPERTIES OF THE LEAD LINED

WALL PANELS (1/AE301) ARE TO BE DETERMINED BY THE VA

PHYSICIST.

2. ANOTHER ACCEPTABLE METHOD OF SHIELDING THE WALLS IS

TO FASTEN LEAD SHEETS DIRECTLY TO THE METAL WALL STUDS

AND THEN COVER THEM WITH 5/8" TYPE X GYPSUM BOARD

PANELS.

FIXED LEADED

SAFETY GLASS

WINDOW

A

3' -7

3'

-5

FLOOR LINE

4'-0"

2"

2"

2" HOLLOW METAL FRAME

WITH LEAD SHIELDING

LEADED SAFETY GLASS

CONTROL

ROOM

IMAGING ROOM

BOX HEADER

LEAD-LINED 5/8" TYPE

X GYPSUM BOARD PANELS -

EXTEND LEAD INTO FRAME

DOUBLE STUDS WELDED

ON EACH SIDE OFJAMB

OPENING

REMOVABLE GLAZING

STOP

CONTROL ROOM

IMAGING ROOM

STUD RUNNER - ATTACH

TO DOUBLE STUDS EACH

SIDE OF OPENING

LEAD LINED GYPSUM

BOARD PANELS

LEAD LINED HOLLOW

METAL FRAME ON FIRE

RETARDANT TREATED

WOOD BLOCKING

LEADED SAFETY GLASS

WITH GLAZING BLOCKS

AND TAPE

CONTROL ROOM IMAGING ROOM

STAINLESS

STEEL

COUNTERTOP

3 5/8" METAL STUD FRAMED

OPENING WITH FULL BATT

INSULATION

1/2" FIRE RETARDANT

TREATED PLYWOOD

18 GAUGE ANODIZED

ALUMINUM SHEET

EXISTING WINDOW

5/8" TYPE X GYPSUM

BOARD

EXISTING WALL LINE

IMAGING ROOMBUILDING

EXTERIOR

ALIGN WITH WALL

AND FINISH TO

MATCH

LEAD-LINED 5/8"

TYPE X GYPSUM

BOARD OVER 3 5/8"

METAL STUDS AT

16" O.C.

HOLLOW METAL

DOOR FRAME

WITH LEAD

SHIELDING

SEALANT

WOOD DOOR

WITH LEAD CORE,

REFER TO DOOR

SCHEDULE

BOX

HEADER

LEAD-LINED 5/8" TYPE

X GYPSUM BOARD PANELS -

EXTEND LEAD INTO FRAME

2" HOLLOW METAL

WITH LEAD SHIELDING

WOOD DOOR WITH LEAD CORE

DOOR SILENCER

3 PER JAMB

DOUBLE STUDS

EACH SIDE OF

JAMB OPENING

LEAD-LINED

WOOD DOOR

FINISHED FLOOR

95% RESUBMITTAL - DESIGN DEVELOPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

FEB 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

SCALE: 3" = 1'-0"

1'6"0'

WINDOW SCHEDULE

WINDOW GLAZING DETAILS REMARKS

SIZE

MATERIAL FINISH STYLE FIRE

RATING TYPE

THICKNESS

AND

SHIELDING

TINT HEAD JAMB SILL

THE LEVEL OF LEAD

PROTECTIVE

SHIELDING IS TO BE

DETERMINED BY

THE VA PHYSICIST

NO WIDTH HEIGHT DEPTH

A 4'-0" 3'-5" 0'-5"

LEAD

SHIELDED

WINDOW WITH

HM FRAME

PAINT, SEE

INTERIORS

SHEET AI101

FIXED NA

LEADED

SAFETY

GLASS

SEE

REMARKS NONE 2/AE601 3/AE601 4/AE601

SCALE:2 WINDOW HEAD DETAIL

3" = 1'-0"

SCALE:3 WINDOW JAMB DETAIL

3" = 1'-0"

SCALE:4 WINDOW SILL DETAIL

3" = 1'-0"SCALE:1 WINDOW INFILL DETAIL

3" = 1'-0"

SCALE:5 DOOR HEAD DETAIL

3" = 1'-0"

SCALE:7 DOOR SILL DETAIL

3" = 1'-0"

SCALE:6 DOOR JAMB DETAIL

3" = 1'-0"

DOOR SCHEDULE

ROOM NAME

DOOR FRAME DETAIL

REMARKSSIZE

TYPE MATERI

AL FINISH HARDWARE

SET

FIRE

LABEL TYPE MATERIAL FINISH GLAZING HEAD

DETAIL

JAMB

DETAIL

SILL

DETAIL

NO WIDT

H HEIGHT THICKNESS

CT SCANNER

EQUIPMENT

ROOM

CONTROL

A208 3'-0" 7'-0" 1 3/4" A WOOD STAIN HW-4V NA - HOLLOW

METAL PAINT - 5/AE601 6/AE601 7/AE601

LEVEL OF

LEAD

PROTECTIVE

SHIELDING IS

TO BE

DETERMINED

BY VA THE

PHYSICIST

DOOR AND WINDOW

SCHEDULES AND DETAILS

AE601

10JEBAJ

CONTROL ROOM

C208F

1' -0

4'-0"

6' -0

4'-0"

N.I.C

FLOOR TRANSITION

HOMOGENEOUS SHEET

VINYL FLOORING (SVF)

(FIELD COLOR)

HOMOGENEOUS SHEET

VINYL FLOORING (SVF)

(ACCENT COLOR)

STAINLESS STEEL

CORNER GUARD

2'-1"

4"

SOLID SURFACE

COUNTERTOP

BULLNOSE EDGE

AND BACKSPLASH

6"

DRAWER GLIDE,

WITH SOFT-CLOSE

BASE CABINET WITH

PLASTIC LAMINATE ON

EXTERIOR EXPOSED

SURFACES VISIBLE

INTERIOR SURFACES TO

BE WHITE MELAMINE

ADJUSTABLE SHELF

EUROPEAN CONCEALED

HINGES WITH

SOFT-CLOSE3"

2' -1

0"

4" WIRE PULLS, TYP.

RUBBER WALL BASE

1/

2"

TOE KICK

3/4" PLYWOOD

2' -1

0"

2'-1"

4" 2'

-1 0"

8"

6 " MAX

1' - 5"

5" 2'

-5

SOLID SURFACE

COUNTERTOP,

BULLNOSE EDGE

AND BACKSPLASH

MEDIUM DENSITY

PARTICLE BOARD CORE

CONSTRUCTION FACED

WITH LOW PRESSURE

VERTICAL GRADE

PLASTIC LAMINATE

9"

3/4" PLYWOOD

RUBBER

WALL BASE

EXTEND FLOORING

MATERIAL (SVF-1)

AS SCHEDULED

FOR ROOMS C208G

STAINLESS

STEEL

SINK, SEE

MECHANICAL

PLASTIC LAMINATED

EXISTING VCT

FLOORING (NIC)

2' -6

2'-0"

STAINLESS STEEL

COUNTERTOP

3/4" PLYWOOD

EXTEND FLOORING

MATERIAL (SVF-1)

AS SCHEDULED

FOR ROOMS C208G

SURFACE -

MOUNTED HEAVY

DUTY ALUMINUM

(CLEAR ANODIZED)

BRACKET WITH

ROUNDED ENDS

RUBBER

WALL BASE

2"

1/

WALL ASSEMBLY, AS

SPECIFIED

STAINLESS STEEL CORNER

GUARD, 3 1/2" WINGS. 5'-0" AFF

TO TOP OF GUARD. SEE

SCHEDULE OF FINISHES FOR

MORE INFORMATION

3 1/2 "

HOMOGENEOUS

SHEET VINYL

FLOORING (0.080")

1 5/8" RUBBER

REDUCER STRIP

EXISTING VCT

FLOORING (NIC)

ISSUED FOR CONSTRUCTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

KEY NOTES:

1. FLOOR TRANSITION BETWEEN NEW

SHEET FLOORING AND EXISTING

VINYL TILE. IF THE FLOOR IS

SLOPED OR DEPRESSED PROVIDE

A SELF-LEVELING UNDERLAYMENT

EVEN WITH ADJACENT FLOOR

SURFACES.

2. SOLID SURFACE COUNTERTOP

3. STAINLESS STEEL CORNER GUARD

FOR OPEN CORNERS IN BOTH

ROOMS.

4. STAINLESS STEEL SINK.

5. SANITARY TRANSITION (WELDED)

BETWEEN THE WALL BASE AND THE

SHEET FLOORING.

6. EXISTING INTERIOR SIGNAGE TO

REUSE, COORDINATE WITH VA COR.

7. STAINLESS STEEL COUNTERTOP.

0'

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

8'4'2'N

SCALE:1 FLOOR PLAN

1/4" = 1'-0"

SCHEDULE FOR INTERIOR FINISHES

MARK MANUFACTURER SIZE PATTERN / FINISH / STYLE COLOR REMARKS / LOCATION USED

ACT ARMSTRONG 24" X 24" X 7/8" 1758 FINE FISSURED HIGH

NRC, BEVELED TEGULAR

MEDIUM TEXTURE

WHITE WH CONTROL AND IMAGE ROOMS

SVF-1 MANNINGTON 6'-6", 30-73 SQ PER ROLL BIOSPEC MD (HOMOGENEOUS

SHEET VINYL)

BRIGHT WHITE 15246 IMAGE ROOM FLOORING

(FIELD COLOR)

SVF-2 MANNINGTON 6'-6", 30-73 SQ PER ROLL BIOSPEC MD (HOMOGENEOUS

SHEET VINYL)

BLUE RIDGE 15376 IMAGE ROOM FLOORING

(ACCENT COLOR)

P-1 SHERWIN WILLIAMS - - SW 7008 ALABASTER FIELD COLOR

P-2 SHERWIN WILLIAMS - - SW 7033 BRAINSTORM

BRONZE

HOLLOW METAL DOOR FRAME

P-3 SHERWIN WILLIAMS - - SW 7660 EARL GREY ACCENT COLOR

FT-1 MANNINGTON 1-5/8" - 1/8" REDUCER (RUBBER) GRAY 204 FLOOR TRANSITION

RB-1 MANNINGTON 6.25" EXTEND 2" ONTO FLOOR IDEALBASE (RUBBER) GRAY 204 ALL AROUND THE CONTROL

AND IMAGE ROOMS

SS-1 CORIAN 1/2" - GLACIER WHITE COUNTERTOP

PLAM-1 FORMICA - - 8828 EARTHEN TWILL BASE AND TOP CABINETS

WD-1 - - - MATCH EXISTING COLOR

CG-1 CONSTRUCTION SPECIALTIES 4' HEIGHT, 3 1/2" WINGS CO-8 STAINLESS STEEL PLACE AT ANY EXPOSED

CORNER WITHIN PROJECT

LIMITS

* (OR APPROVED EQUAL) FINAL APPROVAL MUST BE MADE BY THE SPOKANE VA COR AND THE VA INTERIOR DESIGNER.

SHEET NOTES:

1. REFER TO SPECIFICATIONS

FOR MATERIAL AND

INSTALLATION

REQUIREMENTS.

2. ADHESIVES AND PAINT TO

BE LOW VOC / ODOR.

3. COLOR IS AN IMPORTANT

PART OF THE PROJECT,

ANY SUBSTITUTIONS MUST

BE APPROVED BY THE COR.

LEGEND

ACT - ACOUSTICAL CEILING TILE

GWB - GYPSUM WAL BOARD

GRT - GROUT

FT- FLOOR TRANSITION

P - PAINT

PLAM - PLASTIC LAMINATE

SVF - SHEET VINYL FLOORING

SS - SOLID SURFACE

RB - WALL BASE

WD - WOOD DOOR

INTERIOR FINISHES PLAN, AND

ROOM FINISH SCHEDULES

AI101

11LMFALK

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR FINISH WALL BASE WALL (NORTH) WALL (EAST) WALL (WEST) WALL (SOUTH) CEILINGS FINISH CEILING HEIGHT REMARKS

C208F CONTROL ROOM SVF-1 RB-1 P-1 P-1 P-2 P-1 ACT-1 8'-0"

C208G IMAGE SVF-1, SVF-2 RB-1 P-1 P-1 P-1 P-2 ACT-1 9'-6"

FLOOR LEGEND:

SCALE:2 BASE CABINET

1-1/2" = 1'-0" SCALE:3 BASE CABINET WITH SINK

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

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

0' 2'1'

SCALE:5 CORNER GUARD DETAIL

3" = 1'-0"

SCALE:6 FLOOR TRANSITION DETAIL

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

SCALE: 3" = 1'-0"

1'6"0'

SCALE:4

STAINLESS STEEL COUNTERTOP -

CONTROL ROOM

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

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

on e ei gh th in ch o ne fo ot

E on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANT:

Kyle Wagner - COR

PHONE: 509-769-8026

EMAIL: Kyle.Wagner2@va.gov

RENOVATE C208G/F FOR IR/RF

SPOKANE, WA

MAY 2024

668-CSI-009

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

D

C

B

A

E

D

C

B

A

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

MECHANICAL ABBREVIATIONS:

A/E ARCHITECT / ENGINEER

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,

TWO POSITION

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

AQST AQUASTAT

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEAT

REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BG BOTTOM GRILLE

BSC BIOLOGICAL SAFETY CABINETS

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER

HOUR

C CENTIGRADE (CELSIUS)

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCD COOLING COIL CONDENSATE

DRAIN

CD CEILING DIFFUSER

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CG CEILING GRILLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CM CARBON DIOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO

COOLING TOWER)

CWS CONDENSER WATER SUPPLY

(FROM COOLING TOWER)

D DAMPER - AUTOMATIC

Db DECIBELS

DB DRY-BULB TEMPERATURE

DCW DOMESTIC COLD WATER

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE

SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING

COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMP

EH EXHAUST HOOD

EJ EXPANSION JOINT

ENT ENTERING

ER EXHAUST REGISTER

ERC ELECTRIC REHEAT COIL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER

TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT

FCUC FAN COIL UNIT COOLING ONLY

FCUH FAN COIL UNIT HEATING ONLY

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FHX FLUE GAS/FEEDWATER HEAT

EXCHANGER

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSD COMBINATION FIRE SMOKE

DAMPER

FSTAT FREEZESTAT

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

H HUMIDIFIER

HAC HOUSEKEEPING AID CLOSET

HC HEATING COIL

HD HEAD

HHW HEATING HOT WATER

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HSTAT HUMIDISTAT

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HX HEAT EXCHANGER

HZ HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

ICU INTENSIVE CARE UNIT

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH POUND

IPLV INTEGRATED PART LOAD VALUE

IS INSECT SCREEN

IU INDUCTION UNIT

IV INLET VANES

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/h LITERS PER HOUR L/m LITERS PER MINUTE L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL

PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METER PER SECOND

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MCDB MEAN COINCIDENT DRY

BULB

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MRI MAGNETIC RESONANCE IMAGING

MTD MEAN TEMPERATURE

DIFFERENCE

MVD MANUAL VOLUME DAMPER

MZ MULTI-ZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

Nm NEWTON METER

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC &

ATMOSTPHERIC ADMINISTRATION

NOM NOMINAL

NPVL NON-STANDARD PART LOAD

VALUE

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OR OPERATING ROOM

P PUMP

Pa PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PEF PROPELLER (TYPE) EXHAUST FAN

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER

(SOLUTION)

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE)

STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH –

ABSOLUTE

PSIG POUNDS PER SQUARE INCH –

GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

PTAC PACKAGED TERMINAL AIR

CONDITIONER

R/E RETURN OR EXHAUST

RA RETURN AIR

RAD REFRIGERANT AIR DRYER

RAF RADIO FREQUENCY

RAHX ROTARY AIR HEAT EXCHANGER

RAT RETURN AIR TEMPERATURE

RDS ROOM DATA SHEETS

REA RELIEF AIR

RELAD RELIEF AIR DAMPER

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION LINE

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER

MINUTE

SCI SPINAL CODE INJURY

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SI SQUARE INCHES

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND

DISTRIBUTION

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY REGISTER

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT

EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

SUH STEAM UNIT HEATER

SW SOFTWATER

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TG TRANSFER GRILLE

TP TRAP

TR TOP REGISTER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UC UNIT COOLER

UH UNIT HEATER

U UNDERWRITERS LABORATORY

URV UPBLAST UNIT VENTILATOR

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH

ADMINISTRATION

VI VIBRATION ISOLATOR

VIF VERIFY IN FIELD

VIV VARIABLE INLET VANES

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

WAG WASTE ANETHESIA GAS

WB WET-BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING

UNIT

WCHP WATER COOLED HEAT PUMPS

WCPU WATER COOLED PACKAGED UNIT

WEF WALL EXHAUST FAN

WF WATER…