Attachment 3 - 668-21-102_AHU01-AHU04_Construction_Drawings.pdf

GI001

COVER SHEET

1WBR

MMM

UPGRADE AHU-01 AND AHU-04 MECHANICAL SYSTEMS

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 668-21-102

MANN-GRANDSTAFF VA MEDICAL CENTER

4815 N ASSEMBLY ST

SPOKANE, WA 99205

LOCATION PLAN

N

NORTH

REPLACE OLD AND UNDERSIZED AIR HANDLER UNITS AND MODERNIZE HEATING

VENTILATION AND COOLING EFFICIENCY TO EACH OF THE RESPECTIVE ZONES.

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

GI002

SHEET INDEX

WBR

MMM 2

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

SHEET LIST TABLE

SHEET

NUMBER SHEET TITLE

GENERAL

GI001 COVER SHEET

GI002 SHEET INDEX

GI003 ABBREVIATIONS AND SYMBOLS

GI004 SITE PLAN

GI101 ASBESTOS SURVEY

ARCHITECTURAL

AD101 EXTERIOR WALL DEMOLITION

AE301 EXTERIOR ELEVATION AND WALL SECTION

AE501 DUCT DETAILS

STRUCTURAL

SI001 STRUCTURAL NOTES

SE301 STRUCTURAL ELEVATIONS AND DETAILS

SE501 STRUCTURAL DETAILS

MECHANICAL

MI001 MECHANICAL GENERAL NOTES

MD101 MECHANICAL DEMOLITION PLAN BASEMENT NORTH

MD102 MECHANICAL DEMOLITION PLAN BASEMENT SOUTH

MH101 MECHANICAL PLAN BASEMENT NORTH

MH102 MECHANICAL PLAN BASEMENT SOUTH

MH111 MECHANICAL PLAN FIRST FLOOR (1-AHU-4)

MH401

ENLARGED BASEMENT MECHANICAL ROOM PLAN

(1-AHU-1B)

MH402 ENLARGED BASEMENT MECHANICAL ROOM PLAN

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH503 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MH701 1-AHU-1B - MECHANICAL CONTROLS

MH702 1-AHU-1B - MECHANICAL CONTROLS

MH703 1-AHU-4 - MECHANICAL CONTROLS

MH704 1-AHU-4 - MECHANICAL CONTROLS

ELECTRICAL

EI001 GENERAL ELECTRICAL NOTES

EI002 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EP101 BASEMENT ELECTRICAL PLAN

EP102 FIRST FLOOR ELECTRICAL PLAN

EP401 ENLARGED ELECTRICAL PLAN

EP601 PANEL SCHEDULES

1. IF THE CONTRACTOR SUSPECTS OR ENCOUNTERS ASBESTOS

DURING ANY POINT OF CONSTRUCTION OR DEMOLITION,

IMMEDIATELY REPORT TO THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO CONTINUATION OF WORK.

GENERAL NOTES

GI003

ABBREVIATIONS AND SYMBOLS

WBR

MMM

POT POINT OF TANGENT

PPL PEOPLE

PR PAIR

PSF POUNDS PER SQUARE FOOT

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

RCYL RECYCLE AREA

REFR REFRIGERATOR

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAFB SOUND ATTENUATION FIRE BATTS

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE - SEALED CONCRETE

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPF

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

TCU THIN CLAD UNIT

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

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLER UNIT

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

BR BROCHURE RACK

BTG BETWEEN THE GLASS

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

CW CLEAR WIDTH

d PENNY (NAILS, ETC.)

DEMO DEMOLITION

DET DETAIL

DIAM,Ø DIAMETER

DC DISPLAY CASE

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EP ELECTRICAL PANEL

EPDM ETHYLENE-PROPYLENE-DIENE-

MONOMER

EF EXHAUST FAN

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FLUOR FLUORESCENT

FMS FACILITY MANAGEMENT SERVICES

FND FOUNDATION

FO FACE OF

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

HAC HOUSEKEEPING AIDS CLOSET

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

HWS HOT WATER SUPPLY

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

JT JOINT

K KIP (1,000 LB.)

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

MTL METAL

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

UC UNDERCUT

UG UNDERGROUND

UL UNDERWRITERS'

LABORATORIES, INC.

UNO UNLESS NOTED

OTHERWISE

V VOLT

VB 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 /

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

ABBREVIATIONS

FA FIRE ALARM

FB FACE BRICK

FC FOOT-CANDLE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

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

N/A NOT APPLICABLE

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

FRP FIBER GLASS REINFORCED PLASTIC

BUR BUILT UP ROOFING

DOM DOMICILIARY

SPRAY APPLIED POLYURETHANE FOAM

X

SIM

REVISION CLOUD

SECTION

NUMBER

SHEET

NUMBER

ELEVATION

NUMBER

SHEET

NUMBER

DRAWING

TITLE

DRAWING

SCALE

DRAWING TITLE

DRAWING SCALE

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ROOM NUMBER

GRAPHIC SCALE

0' 16'8'4'

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

MATCH LINE

SEE XX/X-XXX

LEVEL 1/8"=1'-0"

ELEVATION

ELEVATION HEIGHTS

COLUMN GRID LINE

INTERIOR

ELEVATION MARKERA101

1Ref

1 R ef

1Ref

1R ef

SECTIONS

EXTERIOR

ELEVATION

REFERENCED VIEW TITLES

DETAIL OR

ENLARGED PLAN

NORTH SYMBOL

ROOM NAME AND

NUMBER

KEY NOTE

WINDOW OPENING

PARTITION TYPE

TAG

DOOR TAG

REVISION NUMBER

MATCHLINE

SYMBOLS LEGEND

NORTH

A3 A-204

X1

X-XXX

A1

X-XXX

SCALE: 1

2" = 1'-0"

A2

X-XXX

VIEW NAME

SHEET TITLE

LOBBY

B100

A

SCALE: 1

8" = 1'-0"A1 XXXXXXXXX

EHRM ELECTRONIC HEALTH RECORD

MODERNIZATION

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

CIP CAST-IN PLACE CONCRETE WALL

"C"

"A"

12 1

"D"

"G"

27 2

6a

37 39

"E"

1e

F R E E D O M W A Y

A S S E M B L Y S T R E E T

M

EM

O

RIAL C

IRC

LE

W E L L E S L E Y A V E .

I N D E P E N D E N C E D R I V E

I N D

E P E N D

E N C

E D R I V E

R E S E R V E R O A D

Patient Parking Patient Parking

14a

"F"

"L"

"K"

"J"

"B" "H"

GI004

SITE PLAN

WBR

SITE

MMM

SCALE:1 SITE PLAN

NTS

N

VA MEDICAL CENTER SPOKANE

1 MAIN HOSPITAL BUILDING

1e PHARMACY / SPECIALTY CARE

2 UTILITY PLANT / LAUNDRY

3 LOGISTICS ADMIN / GARAGE / MAINTENANCE

4 EDUCATION / LRC

5 ENGINEERING

6 HUMAN RESOURCES

6a VETERANS SERVICES

7 SUBSTANCE ABUSE TREATMENT / SOCIAL WORK

12 COMMUNITY LIVING CENTER

14 WAREHOUSE RECEIVING

14a ENGINEERING STORAGE

15 MRI

16 WAREHOUSE STORAGE

23 CHILLERS

27 OUTPATIENT CLINIC

30 EYE CLINIC / QUALITY MANAGEMENT

31 PHYSICAL THERAPY / OCC. THERAPY / PROSTHETICS

32 UNDER CONSTRUCTION

33 DENTAL CLINIC

37 NATIVE AMERICAN VETERANS HEALING LODGE

38 SWITCHGEAR BULDING

39 GENERATOR BUILDING

40 OUTPATIENT MENTAL HEALTH BULDING

41 AUDIOLOGY BUILDING

44 BOILER PLANT

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

AREA 101 CONTRACTOR PARKING

LAYDOWN AREA

25' x45' APPROXIMATE DIMENSIONS

MAIN ENTRANCE

STORAGE

COOLER

OFFICE

PIPE SHOP

IT OFC

IT OFC

VEST

BOILER

ELEC/MECH

OFFICE

IT OFC

EL #2 EL #1

EL #3

STOR

STOR

STOR

MECH

MECH

MALE LOCKER

MALE TLT/SHWR

FEMALE TLT

FEMALE LOCKER

STORAGE

HAC

STORAGE

HAC

DISHWASH

MECH

MECH

CORRIDOR

WORK RM

OFFICEWORK/BREAK

CORRIDOR

FREEZE/COOLER

STORAGE

COOLER

COOLER

MECH

MECH

STORAGE

STORAGE

TLT

SOILED

VAULT

SERVER

HSK SHOP

STAIR

FIRE CLOSET

OFFICE

O2 STOR

DOCK

STORAGEEXAMEXAM

EXAMCONFERENCE RM

DOC OFFICE

DIRTY

EXAM

WAITING RM

TOOL RM

OFFICE

OFFICE

HALL

LRC

LOCK SHOP

OFFICE

VESTIBULE

ELECT COMM

SHOP

DRY GOODS

-- KITCHEN

EDS

HALL

HALL

HALL

CORRIDOR

CORRIDOR

VESTIBULE

OFFICE

MECH

VEST

FREEZER

I.T.

KITCHEN

GI101

ASBESTOS SURVEY

5WBR

MMM

# KEY NOTES:

1. HOT WATER PIPING INSULATION CONTAINING ASBESTOS. (TYP)

2. PLUMBING INSULATION CONTAINING ASBESTOS. (TYP)

3. TEST TILE AND GROUT ALONG THIS WALL FOR ASBESTOS

PRIOR TO COMMENCEMENT OF ANY WORK THAT MAY DISTURB

THE SURROUNDING AREA.

SHEET NOTES:

1. INFORMATION IS PROVIDED IN GOOD FAITH AND BASED ON

PREVIOUS ASBESTOS SURVEY DATA UPDATED 2021 AND SITE

OBSERVATIONS. ADDITIONAL AREAS CONTAINING ASBESTOS

MAY EXIST THAT ARE NOT INDICATED ON THESE DRAWINGS.

STOP WORK AND NOTIFY THE COR IMMEDIATELY IF

ADDITIONAL SUSPECTED ASBESTOS CONTAINING MATERIALS

ARE DISCOVERED DURING DEMOLITION.

2. ASBESTOS TESTING AND SURVEYING SHOULD BE DONE BY A

LICENSED ASBESTOS SURVEYOR.

3. KNOWN INSULATION, MASTIC, AND OTHER ASBESTOS

CONTAINING MATERIALS ARE LABELED IN THE FIELD.

4. INFORMATION FROM THESE DRAWINGS, SITE INVESTIGATION,

AND LICENSED ASBESTOS SURVEYOR SHOULD BE COMBINED

TO PROVIDE THE VA AN ASSESSMENT AND ABATEMENT PLAN

IN THE LIMITS OF CONSTRUCTION FOR REVIEW PRIOR TO

COMMENCEMENT OF WORK.

5. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE

CONTROL METHOD AND CLASS OF ASBESTOS WORK.

6. CONTENTS OF THE FIRST FLOOR MECHANICAL ROOM (NOT

SHOWN) ARE ASSUMED TO BE FREE OF ASBESTOS

CONTAINING PRODUCTS.

7. LIMIT ABATEMENT WORK TO ROOMS A017B, C005A, AND ANY

RENOVATION WORK THAT DISTURBS KNOWN EXISTING

ASBESTOS. CONFIRM WITH THE COR THE EXTENT OF

ABATEMENT WORK REQUIRED PRIOR TO BID.

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

0' 32'16'8'

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

SCALE:1

OVERALL BUILDING 1 BASEMENT

ASBESTOS SURVEY

1/16" = 1'-0"

N

BUILDING 1

KEY PLAN

GI101

GI101

SCALE:2

ROOM A017B

ASBESTOS SURVEY

1/2" = 1'-0" SCALE:3

ROOM C005A

ASBESTOS SURVEY

1/2" = 1'-0"

0'

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

4'2'1'

ROOM C005A ASSESSMENT NOTES:

1. MISCELLANEOUS, NON-FRIABLE 12" X 12" VFT 6-8%

CHRYSOTILE; NON-FRIABLE BLACK MASTIC 4-8% CHRYSOTILE.

AHERA 5, PLD 4 ASSESSMENT CATEGORIES. INTACT OR

OTHERWISE ENCAPSULATED CONDITION.

2. THERMAL SYSTEM INSULATION, FRIABLE PIPING RUN

INSULATION 4-12% CHRYSOTILE. AHERA 5 PLD 4 ASSESSMENT

CATEGORIES. MOSTLY INTACT WITH MINOR VISIBLE DAMAGE.

PARTIALLY EXPOSED

3. THERMAL SYSTEM INSULATION, FRIABLE MUDDED FITTINGS

65-70% CHRYSOTILE. AHERA 5 PLD 4 ASSESSMENT

CATEGORIES. PARTIALLY EXPOSED, MOSTLY ENCLOSED, AND

HIDDEN ABOVE SUSPENDED CEILING TILE SYSTEM. MIXED

WITH FIBERGLASS PIPING INSULATIONS.

4. THERMAL SYSTEM INSULATION FRIABLE, EAST SIDE IN THE

ADJACENT MECHANICAL ROOM, ASBESTOS CONTAMINATED

GROUND SOIL. AHERA 1 PLD 2 ASSESSMENT CATEGORIES.

EXPOSED SOIL; ACCIDENTAL EXPOSURE POSSIBLE.

5. THERMAL SYSTEM INSULATION FRIABLE, STEAM PIPING ENTRY

FLOOR PIT, ASBESTOS CONTAMINATED GROUND SOIL. AHERA 1

PLD 2 ASSESSMENT CATEGORIES. EXPOSED SOIL

UNDERNEATH REMOVABLE METAL FLOOR PANELS;

ACCIDENTAL EXPOSURE POSSIBLE.

ROOM A017B ASSESSMENT NOTES:

1. MISCELLANEOUS, NON-FRIABLE BLACK MASTIC 4-8%

CHRYSOTILE. AHERA 5, PLD 4 ASSESSMENT CATEGORIES.

INTACT OR OTHERWISE ENCAPSULATED CONDITION.

2. THERMAL SYSTEM INSULATION, FRIABLE PIPING RUN

INSULATION 4-12% CHRYSOTILE. AHERA 5 PLD 4 ASSESSMENT

CATEGORIES. MOSTLY INTACT WITH MINOR VISIBLE DAMAGE.

PARTIALLY EXPOSED

3. THERMAL SYSTEM INSULATION, FRIABLE MUDDED FITTINGS

65-70% CHRYSOTILE. AHERA 5 PLD 4 ASSESSMENT

CATEGORIES. PARTIALLY EXPOSED, MOSTLY ENCLOSED.

MIXED WITH FIBERGLASS PIPING INSULATIONS.

AD101

BASEMENT LEVEL

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

FIFTH LEVEL

AD101

EXTERIOR WALL DEMOLITION

6LMF

JME

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

SCALE:1 EXTERIOR WALL DEMOLITION

1/4" = 1'-0"

0'

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

8'4'2'

STUCCO

WALL

SYSTEM

CIP WALL

SHEET NOTES

1. ALL WORK WILL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE

COR.

2. PROTECT ALL EXISTING CONSTRUCTION FROM

DEMOLITION ACTIVITIES AND KEEP WEATHER TIGHT.

3. EXAMINE AND VERIFY ALL EXISTING CONDITIONS BOTH ON

PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

4. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES

WITH THE COR.

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

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO

NEW CONDITION.

6. REMOVE MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT AND DEVICES PER DISCIPLINE SHEETS.

KEY NOTES

1. REMOVE STUCCO WALL ASSEMBLY INCLUDING METAL

FRAMED STUD WALL - LIMIT SIZE TO REQUIRED ROUGH

OPENING.

2. SAWCUT OPENING THROUGH CAST-IN-PLACE CONCRETE

(CIP) WALL. PREVENT RESIDUAL DAMAGE TO

SURROUNDING WALL AREA AND PROTECT EXPOSED

EQUIPMENT FROM FLYING DEBRIS AND SPARKS.

AREA OF

CONSTRUCTION

FIRST LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

FIFTH LEVEL

AE301

EXTERIOR ELEVATION AND DETAILS

7LMF

JME

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

SCALE:1 EXTERIOR ELEVATION AND WALL SECTION

1/4" = 1'-0"

0'

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

8'4'2'

CIP WALL

NEW DUCT

OPENINGS,

REFER TO

MECHANICAL

SCALE:2 SECTION

1/2" = 1'-0"

TYP

AE301

AE501

1 STUCCO

WALL

SYSTEM

0'

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

4'2'1'

AE5017

AE501

AE501

AE501

# KEY NOTES:

1. VERIFY IN FIELD THE LOCATIONS OF THE DUCTS AND

COORDINATE WITH MECHANICAL DRAWINGS AND COR. SEE

AD101.

2. COLOR MATCH NEW STUCCO FINISH COAT WITH EXISTING

WALL COLOR.

SHEET NOTES

1. ALL WORK WILL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. PROTECT ALL EXISTING CONSTRUCTION FROM DEMOLITION

ACTIVITIES AND KEEP WEATHER TIGHT.

3. EXAMINE AND VERIFY ALL EXISTING CONDITIONS BOTH ON

PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

4. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES WITH

THE COR.

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

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO NEW

CONDITION.

6. REMOVE MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT AND DEVICES PER DISCIPLINE SHEETS.

3,6

AE501

EXISTING STUCCO WALL

SYSTEM - VERIFY IN FIELD

AND PROVIDE COMPATIBLE

PATCH AND REPAIR AT

DUCT OPENINGS

CONTINUOUS BEAD OF

SEALANT

METAL DUCT FLASHING

METAL DUCT

EXISTING GYPSUM

SHEATHING

SPRAY FOAM

INSULATION

METAL FRAMED

BOX HEADER

METAL DUCT FLASHING

WITH CONTINUOUS SEALANT

METAL DUCT

EXISTING CAST-IN-PLACE

CONCRETE WALL

EXPANDING FOAM

INSULATION

METAL DUCT

SPRAY FOAM INSULATION

DUCT SUPPORT BRACKET

NOTCHED STRUCTURAL

TRACK, REFER TO 3/SE501

BACKER ROD AND SEALANT

EXISTING GYPSUM BOARD ON

METAL STUDS

PROVIDE SPRAY FOAM

INSULATION BEHIND BRACKET

ATTACHMENT - R-VALUE TO

EQUAL EXTERIOR RIGID

INSULATION

METAL FLASHING WITH

CONTINUOUS SEALANT

ON BOTH SIDES OF WALL

BACKER ROD AND SEALANT

BACKER ROD AND

SEALANT AROUND

ALL SIDES OF CLOSURE

PLATE

ALIGN 18 GAUGE

CLOSURE PLATE

WITH EDGE OF WALL,

SEE 7/AE501

METAL DUCT FLASHING

CONTINUOUS SEALANT METAL DUCT

BACK WRAP MESH AT

EXPOSED EDGE OF

INSULATION

SPRAY FOAM

INSULATION

BACKER ROD

WITH SEALANT METAL DUCT

EXPANDING FOAM

INSULATION

METAL DUCT FLASHING

SUPPORT BRACKET,

REFER TO STRUCTURAL

BACKER ROD AND SEALANT

METAL DUCT

SPRAY FOAMINSULATION

ATTACHMENT

FASTENER, REFER

TO STRUCTURAL

EXISTING CAST-IN-PLACE

(CIP) CONCRETE WALL

METAL FLASHING WITH

CONTINUOUS SEALANT

ON BOTH SIDES OF WALL

BACKWRAP EIFS WHERE

IT MEETS 18 GA. CLOSURE

PLATE AND FILL JOINT BETWEEN

THEM WITH BACKERROD AND

SEALANT ON ALL SIDES, SEE 3/AE501

18 GA CLOSURE PLATE

DUCT SUPPORT BRACKET,

SEE STRUCTURAL

EIFS WALL

AE501

DUCT DETAILS

8LMF

JME

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

0'

SCALE: 1" = 1'-0"

2'1'

SCALE: 3" = 1'-0"

1'6"0'

SCALE:1 DUCT THRU STUCCO WALL

3" = 1'-0" (TOP OF DUCT)

(BOTTOM OF DUCT)SCALE:4 DUCT THRU STUCCO WALL

3" = 1'-0"

SCALE:2 DUCT THRU CIP WALL

3" = 1'-0" (TOP OF DUCT)

SCALE:5 DUCT THRU CIP WALL

3" = 1'-0" (BOTTOM OF DUCT)

SCALE:3 SECTION

1" = 1'-0"

SCALE:6 SECTION

1" = 1'-0"

SCALE:7 SECTION

3" = 1'-0"

SCOPE

THE FOLLOWING DRAWING SHEETS OUTLINE THE STRUCTURAL DESIGN

CRITERIA FOR AHU ADDITIONS TO A VA MEDICAL CENTER IN SPOKANE, WA.

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.

THESE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH

CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

DESIGN STANDARDS

1. INTERNATIONAL BUILDING CODE, 2018 EDITION.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-16.

3. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

4. AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION, 2017.

5. AISI S-100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD FORMED STEEL STRUCTURAL MEMBERS.

6. VA SEISMIC DESIGN REQUIREMENTS, H-18-8, 2020.

7. VA STRUCTURAL DESIGN MANUAL 2009.

DESIGN LOADING

1. DEAD LOADS: WEIGHT OF STRUCTURE AND ALL THINGS PERMANENTLY

ATTACHED.

• INSULATED DUCTWORK 22.6 PLF

2. GRAVITY LIVE LOADS:

• ROOFS (NOT REDUCIBLE) 20 PSF

3. SNOW LOAD

1) GROUND SNOW LOAD Pg = 39 PSF

2) FLAT ROOF SNOW LOAD Pf = 33 PSF

3) SNOW EXPOSURE FACTOR 1.0

4) SNOW IMPORTANCE FACTOR 1.2

5) SNOW THERMAL FACTOR 1.0

4. SEISMIC DESIGN CRITERIA

1) SITE CLASS D

2) SEISMIC IMPORTANCE FACTOR 1.25

3) RISK CATAGORY IV

4) SEISMIC DESIGN CATAGORY C

5) SPECTRAL RESPONSE: Ss = 0.307

S1 = 0.112 Sds = 0.318 Sd1 = 0.177

6) SEISMIC RESPONSE COEFFICIENT Cs = 0.133

5. WIND LOAD

1) ANALYSIS PROCEDURE DIRECTIONAL

2) BASIC WIND SPEED115 MPH (3-SEC GUST)

3) RISK CATEGORY IV

4) EXPOSURE CATEGORY C

DESIGN CRITERIA

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:

1) PLATES AND ANGLES ASTM A36

2) WIDE FLANGE SHAPES ASTM A992

3) HOLLOW STRUCTURAL SECTIONS ASTM A500, GRADE C

4) PIPE COLUMNS ASTM A53, GRADE B

5) HIGH−STRENGTH BOLTS ASTM A325, U.N.O.

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

7) WELDING ELECTRODES SHALL BE E70XX 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. WHERE NO SIZE IS PROVIDED ALL WELDS ARE 3/16" FILLET WELDS AND WHERE

NO LENGTH IS PROVIDED ALL WELDS ARE CONTINUOUS.

6. ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION WELDS AND

SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER.

7. CLEAN GRIND SMOOTH AND PAINT ALL WELDS EXPOSED TO VIEW. 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. ENSURE CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS CONFORM

IN ALL RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS

AS ENDORSED BY AISC.

9. FOR BEARING TYPE CONNECTIONS, INSTALL BOLTS 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.

10. PROVIDE DOUBLE NUTS AT ALL CONNECTING POINTS OF BRACING AND SAG

RODS.

11. ALL EXTERIOR STEEL IS HOT-DIPPED GALVANIZED.

05 12 00 STRUCTURAL STEEL REQUIREMENTS

1. STEEL STUD CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL

CONNECTIONS AND FRAMING TO THE CONTRACTING OFFICER'S

REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE STRUCTURAL

ENGINEER PRIOR TO FABRICATION OR ERECTION.

2. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI)

"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS".

3. ALL FRAMING SHALL BE GALVANIZED PER THE ASTM A653 SPECIFICATION .

4. STUDS SHALL BE PLUMB, ALIGNED, AND FULLY NESTED IN BOTH THE UPPER

AND LOWER TRACK.

5. ALL CONNECTIONS SHALL BE SCREWED OR WELDED. SCREWS SHALL

CONFORM TO SAE J78. ATTACH STUDS TO TRACKS WITH A MINIMUM OF (1)#10

TEK SCREW BETWEEN EACH FLANGE AND THE TRACK UNLESS NOTED

OTHERWISE. SCREW THREADS SHALL EXTRUDE A MINIMUM OF 3 EXPOSED

THREADS THROUGH STEEL. POWDER ACTUATED FASTENERS (PAF) SHALL

COMPLETELY PENETRATE THE STRUCTURAL STEEL.

6. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.

7. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING

STUDS.

8. STEEL FOR 16, 14, 12 GAGE STEEL SHALL HAVE MIN YIELD STRENGTH OF 50 KSI.

ALL OTHER STEEL THICKNESSES SHALL USE 33 KSI STEEL UNLESS NOTED

OTHERWISE.

9. ALL WELDING OF COLD FORMED STEEL SHALL BE PERFORMED BY AWS

CERTIFIED WELDERS EXPERIENCED IN COLD FORMED STEEL FRAMING. ALL

WELDING OF COLD FORMED STEEL SHALL USE E60 SERIES ELECTRODES

UNLESS NOTED OTHERWISE.

10. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND

BOTTOM TRACK.

05 40 00 COLD FORMED STEEL REQUIREMENTS

SI001

STRUCTURAL NOTES

9RID

N/A

MAL

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

rday RID CO Seal

FIRST FLOOR

SECOND FLOOR

(E) COLD FORMED STEEL STUD WALL,

800S162-43 AT 16"O.C.

(E) 8" THICK CONCRETE WALL

7' -6

" M

AX

1' -4

" M

IN

2'-8" MIN

800T200-54

CUT WEB, SCREW FLANGE

TO JAMB WITH (1) #10 SCREW

SEE 4/S301 FOR

JAMB/HEADER CONNECTION

ALL STUDS ARE 800S162-43

HEADER WITH (2) 600S137-43

AND (2) 800T200-54, ATTACH

WITH #10 SCREWS EACH

FLANGE 12" O.C.

800S162-43 STUD, TYP.,

CONNECT TO JAMB STUD

WITH #10 SCREWS 12" O.C.

800S162-43 STUD SLOTTED

INTO 800T162-43 TRACK

CONNECT WITH #10 SCREWS

12" O.C.

1-1/2x1-1/2 43 MIL ANGLE, ATTACH VERTICAL LEG TO

JAMB WITH (4) #10 SCREWS

800T162-43 TRACK, ATTACH

WEB TO JAMB WITH (6) #10

SCREWS, ATTACH FLANGES

TO HEADER WITH (3) #10

SCREWS EACH FLANGE

3" 2"

3"

8" O.C. MAX

A36 L5x3-1/2x3/8, EACH SIDE AND

T&B, DO NOT

OVERCUT FOR

ANGLE PLACEMENT

8"

3/8" DIA SCREW ANCHOR,

2.5" EMBEDMENT

4'-0" MAX

3' -0

" M

AX

800S162-43 STUD, TYP.,

(E) PRECAST

HOLLOW CORE SLAB

CUSTOM DUCT

WORK SUPPORT

COLD FORMED

STEEL STUD

WALL

(E) 8" THICK

CONCRETE WALL

SE301

STRUCTURAL ELEVATIONS AND DETAILS

10RID

MAL

SHEET NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING,

SUPPORT, AND BRACING REQUIRED DURING CONSTRUCTION.

2. ALL EXISTING INFORMATION WAS GATHERED FROM PREVIOUS

DESIGN DOCUMENTS. ALL EXISTING CONDITIONS SHALL BE

VERIFIED IN THE FIELD.

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

0'

SCALE: 1" = 1'-0"

2'1'

0'

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

8'4'2'

SE501

SCALE:1 STRUCTURAL ELEVATIONS AND DETAILS

1/4" = 1'-0"

SCALE:2 OPENING THROUGH EXISTING CONCRETE WALL

1" = 1'-0"

SCALE:3 OPENING THROUGH EXISTING STUD WALL

1" = 1'-0" SCALE:4 HEADER AND JAMB DETAIL

NTS

SE301

SCALE:5 DUCT SUPPORT ELEVATION

1/2" = 1'-0"

SE301

SE301

0'

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

4'2'1'1

SE501

AIR DUCT, RE: MECH

L2-1/2x2-1/2x1/4, ATTACH TO EACH

SUPPORTING ANGLE WITH (1) 1/2" BOLT

(2) L2-1/2x2-1/2x1/4

1/2" DIA BOLT, TYP.

6-1/2"x4-1/2"x1/4" PL, BETWEEN ANGLES

4"x4"x1/4" PL, BETWEEN ANGLES

(2) L2-1/2x2-1/2x1/4

5"x3"x1/4" PL, BETWEEN ANGLES

L2-1/2x2-1/2x1/4, ATTACH TO

SUPPORTING ANGLE WITH 1/2" BOLTS

12" O.C.

AT DUCT WORK PERIMETER

ANGLES ATTACH WITH #10

SCREWS 3" O.C.

3'-5" MAX

(6) 1/4" DIA SCREW

ANCHOR WITH 2.5"

NOMINAL EMBEDMENT

SPACING AS SHOWN

3/ 4"

1' -6

/4

1/

4"

2' -0

3/4" 3 3/4"

3/4"

5 1/4"

(2) L2-1/2x2-1/2x1/4

(4) #12 SCREWS

TOP OF EACH

ANGLE, (4)

SCREWS MAX

PER NOTCHED

TRACK

1/

2" M

AX

2'

-0

3/4" 3 3/4"

3/4"

5 1/4"

(2) L2-1/2x2-1/2x1/4

1/

4" M

AX

(2) #12 SCREWS

BOTTOM OF

EACH ANGLE

50KSI 400T125-54

NOTCHED TRACK, SPAN

(4) STUDS MIN, TYP.

(3) #8 SCREWS

AT EACH STUD

(E) 800S162-43

STUDS 16" O.C.

18GA STEEL PLATE FOR

CLOSURE, RE: ARCH

1/8 2-6

TYP. ALL 18 GA

PLATES

AIR DUCT, RE: MECH

L2-1/2x2-1/2x1/4, ATTACH TO EACH

SUPPORTING ANGLE WITH (1) 1/2" BOLT

(2) L2-1/2x2-1/2x1/4

1/2" DIA BOLT, TYP.

6-1/2"x4-1/2"x1/4" PL, BETWEEN ANGLES

4"x4"x1/4" PL, BETWEEN ANGLES

L2-1/2x2-1/2x1/4

5"x3"x1/4" PL, BETWEEN ANGLES

L2-1/2x2-1/2x1/4, ATTACH TO

SUPPORTING ANGLE WITH 1/2" BOLTS

12" O.C.

AT DUCT WORK PERIMETER

ANGLES ATTACH WITH #10

SCREWS 3" O.C.

3'-5" MAX

L2-1/2x2-1/2x1/4 BETWEEN BRACKETS, SUPPORTING INSIDE CORNER OF DUCTWORK

L2-1/2x2-1/2x1/4

AIR DUCT, RE: MECH

L2-1/2x2-1/2x1/4

(2) L2-1/2x2-1/2x1/4

AIR DUCT, RE: MECH

L2-1/2x2-1/2x1/4

L2-1/2x2-1/2x1/4

SE501

STRUCTURAL DETAILS

11RID

MAL

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

SCALE: 3" = 1'-0"

1'6"0'

SE501

SE501

SE501

SE501

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

0' 2'1'

SCALE:2 SECTION THROUGH SUPPORT

3" = 1'-0" SCALE:3 EXTERIOR DUCT SUPPORT CONCRETE ANCHORAGE

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

SCALE:1 EXTERIOR DUCT SUPPORT FRAMING

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

SCALE:4 EXTERIOR DUCT SUPPORT FRAMING

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

SCALE:5 SECTION THROUGH SUPPORT

3" = 1'-0"

SCALE:6 EXTERIOR DUCT SUPPORT STUD WALL ANCHORAGE

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

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,

TWO POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFF ABOVE FINISHED FLOOR

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

BD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTER

BG BOTTOM GRILLE

BHP BRAKE HORSEPOWER

BR BOTTOM REGISTER

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

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

CH CHILLER

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CEILING REGISTER

CSG CLEAN STEAM GENERATOR

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DAMPER - AUTOMATIC

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DF DIFFUSER

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

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

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGT ENTERING GLYCOL TEMP

EH EXHAUST HOOD

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ER EXHAUST REGISTER

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EWC EVAPORATIVE WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FS FLOW SWITCH

FSD COMBINATION FIRE SMOKE

DAMPER

FT FEET

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

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HD HOOD

HHW HEATING HOT WATER

HP HEAT PUMP / HORSEPOWER

HPS HIGH PRESSURE STEAM

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HVD HOISTWAY VENT DAMPER

HZ HERTZ

IAQ INDOOR AIR QUALITY

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN-LB INCH POUND

IU INDUCTION UNIT

IV INLET VANES

kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LH LATENT HEAT

LPS LOW PRESSURE STEAM

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL

PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MCDB MEAN COINCIDENT DRY

BULB

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MPS MEDIUM PRESSURE STEAM

MTD MEAN TEMPERATURE

DIFFERENCE

MZ MULTI-ZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOM NOMINAL

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

P PUMP

PA PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

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

PVC POLYVINYL CHLORIDE

RA RETURN AIR

RAD REFRIGERANT AIR DRYER

REA RELIEF AIR

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION LINE

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCR SILICON CONTROLLED RECTIFIER

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

ST STEAM TRAP

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING

VALVE

SVS STEAM VENT SILENCER

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TAG TRANSFER AIR GRILLE

TP TRAP

TR TOP REGISTER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UC UNIT COOLER

UH UNIT HEATER

URV UPBLAST UNIT VENTILATOR

V VALVE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VI VIBRATION ISOLATOR

VIF VERIFY IN FIELD

VIV VARIABLE INLET VANES

VR VACUUM (STEAM CONDENSATE)

RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

Wb WET-BULB (TEMPERATURE)

WC WATER COOLED

WF WATER FILTER

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

WSHP WATER SOURCE HEAT PUMP

YR YEAR

1. ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES SHALL BE

CONCEALED IN A FURRED CHASE OR ABOVE THE CEILING.

2. THE FIRST FIGURE OF DUCT SIZE INDICATES DIMENSION OF FACE SHOWN

OR INDICATED. DUCT SIZES ARE NET INSIDE DIMENSIONS.

3. ACCESS PANELS IN HARD SUSPENDED CEILINGS ARE REQUIRED FOR ALL

VALVES, TRAPS, DAMPERS, CLEANOUTS, CONTROLS, ETC. ACCESS PANELS

SHALL BE FURNISHED AND INSTALLED PER THE ARCHITECTURAL

SPECIFICATIONS.

4. FOR TYPICAL WATER PIPING CONNECTIONS TO EQUIPMENT, SEE

STANDARD EQUIPMENT DETAILS.

5. DIFFUSER, REGISTER AND GRILLE SIZES SHOWN ON PLANS ARE NECK

SIZES.

6. WATER PIPE CONNECTIONS TO AIR HEATING AND COOLING COILS SHALL BE

MADE TO PROVIDE COUNTER FLOW BETWEEN WATER AND AIR.

7. HANGERS SHALL BE ISOLATED BY TYPES OF ITEMS THEY SUPPORT. DUCTS

INDEPENDENT FROM PIPES, CABLE TRAYS, ETC.

8. PROVIDE NEGATIVE PRESSURE CONTAINMENT AREA DURING PHASING FOR

NEW CONSTRUCTION TO PROTECT AGAINST CONSTRUCTION DEBRIS. EACH

TENANT TO REMAIN OPERATIONAL DURING CONSTRUCTION. RECEIVE

INFECTION CONTROL AND CONTAMINATION PREVENTION INSTRUCTION

FROM VAMC BEFORE STARTING WORK. COMPLY WITH ALL SUCH

REQUIREMENTS.

9. PROVIDE TEMPORARY AIR CONDITIONING INCLUDING VENTILATION,

HEATING AND COOLING. MEET DESIGN CONDITIONS SHOWN ON MI001.

10. SUBMIT WORK PLAN FOR COR PRE-APPROVAL. WORK REQUIRING

DOWNTIME OF TENANTS IS LIMITED TO NIGHTS AND WEEKENDS. SHOW ON

WORK PLAN NEGATIVE PRESSURE CONTAINMENT AREAS AND MINIMIZE

AREA OF TENANT DISTURBANCE. EACH TENANT TO REMAIN OPERATIONAL

DURING CONSTRUCTION.

11. T-STATS SHOWN ON DRAWINGS ARE EXISTING TO REMAIN (EXCEPT WHERE

NOTED). FIELD VERIFY THAT EACH T-STAT IS PROPERLY CONNECTED TO ITS

CORRESPONDING VAV BOX.

12. AIRFLOWS SHOWN ON DRAWING IN SPACES ARE FOR BALANCING

PURPOSES ONLY. NO NEW DIFFUSERS OR AIR OUTLETS ARE EXPECTED TO

BE INCLUDED AS PART OF THE SCOPE OF WORK.

13. PROVIDE ALL CONTROLS FIELD DEVICES TO VA ENGINEERING SERVICES.

VA ENGINEERING SERVICES WILL REVIEW CONTROLLERS AND MAY

INSTRUCT GC TO PROPERLY DISPOSE OF EQUIPMENT NOT SUITABLE FOR

REUSE. REMOVE CONTROLS WIRING AND EXPOSED CONDUIT. EMPTY

CONDUIT ABOVE CEILING AND IN MECHANICAL ROOM SHALL REMAIN.

REMOVE UNUSED 120VAC POWER WIRING BACK TO BREAKERS. REMOVE

UNUSED POWER WIRING 24VAC/VDC BACK TO BAS TRANSFORMER.

REMOVE PNEUMATIC CONTROLS PIPING AND REPLACE WITH CONVERTER

FOR DDC CONTROLS TO MATCH EXISTING SYSTEM.

14. CONTRACTOR SHALL PERFORM BASELINE TEST AND BALANCE TO

DOCUMENT EXISTING FLOWS FOR EACH EXISTING AIR HANDLER INCLUDED

IN THE SCOPE OF WORK, TO INCLUDE EACH VAV AND DIFFUSER

DOWNSTREAM OF THE AIR HANDLERS. NO ADJUSTMENTS TO PRESENT AIR

OR HYDRONIC FLOWS ARE REQUIRED AS PART OF BASELINE TEST AND

BALANCE. INCLUDE BASELINE TEST AND BALANCE OF PRESENT AIR FLOWS

FOR SYSTEM DIFFUSERS. SUBMIT LIST OF DEVICES NOT INCLUDED IN

CONTRACT THAT REQUIRE MAINTENANCE OR REPLACEMENT DUE TO

DEFICIENCIES.

15. PRIOR TO DEMOLITION AND CONSTRUCTION MOBILIZATION, SUBMIT

ASBESTOS CONTAINING MATERIALS (ACM) TESTING RESULTS AND REPORT.

PERFORM TESTING FOR ACM TO CONFIRM AND DOCUMENT ACM VERSUS

NON-ACM IN AREAS AFFECTED BY CONSTRUCTION INCLUDING ROOFING.

16. PRIOR TO DEMOLITION AND CONSTRUCTION MOBILIZATION, SUBMIT

ACCIDENT PREVENTION PLAN (APP), INCLUDING FALL PROTECTION

STRATEGY. CONTRACTOR SHALL VERIFY APPLICABILITY OF FALL

PROTECTION SECTION DEVELOPMENT WITHIN APP.

17. COORDINATE AND OBTAIN PRE-APPROVAL WITH MANN-GRANDSTAFF VAMC

FOR PAINT COLOR OF VERTICAL RUNS OF EXTERIOR JACKETED DUCTWORK

AND CONDUIT.

18. EXISTING CEILING GRID AND CEILING TILES ARE TO REMAIN. MINIMIZE

DISTURBANCE OF CEILING GRID AND TILE. PRESERVE AND REINSTALL GRID

AND/OR TILE AND PROVIDE MATCHING CEILING TILE TO REPLACE BROKEN

CEILING TILES. PRESERVE AND PROTECT EXISTING LIGHT FIXTURES, FIRE

PROTECTION SYSTEMS, AND TENANT SPECIALIZED EQUIPMENT. REPAIR

WALL, FLOOR, AND CEILING FINISHES DAMAGED DURING CONSTRUCTION

TO MATCH EXISTING. PERFORM PHOTO LOG OF BASELINE CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH USERS TO

CONFIRM EQUIPMENT TO BE RELOCATED BY MANN-GRANDSTAFF VAMC

PERSONNEL. PROTECT EQUIPMENT REMAINING FROM DAMAGE, DUST, AND

DEBRIS DURING CONSTRUCTION.

19. SEISMIC RESTRAINTS OF NON-STRUCTURAL COMPONENTS IS A DELEGATED

DESIGN ITEM. CONTRACTOR SHALL ENGAGE A LICENSED STRUCTURAL

ENGINEER IN THE PROJECT STATE. REFER TO SPECIFICATION 13 05 41.

DESIGN CONDITIONS

ROOM DESCRIPTION

INDOOR OUTDOOR

SUMMER WINTER

% RH

WINTER SUMMER

°F Db °F Db 99.6% °F Db 0.4% °F Db 0.4% °F Wb

RESTROOM - - -

5.1° F 92.9° F 62.8° F

LOCKER ROOM 75 70 30-60

KITCHEN 78 70 0-60

OFFICE 75 70 30-60

CORRIDOR 75 70 30-60

STORAGE 75 70 30-55

MECHANICAL/ELECTRICAL 80 65 N/A

ALL OTHER AREAS 75 70 20-60

OUTDOOR DESIGN CONDITIONS PER ASHRAE FUNDAMENTALS HANDBOOK 2017

GENERAL NOTESMECHANICAL ABBREVIATIONS SYMBOLS

SQUARE 1-WAY CEILING DIFFUSERS

LIMIT OF DEMOLITION

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

SUPPLY TOP REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN CEILING REGISTER OR GRILLE

VANED ELBOW & AIR SPLIT TYPE DUCT TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

SQUARE 3-WAY CEILING DIFFUSERS

SQUARE 2-WAY CEILING DIFFUSERS

LINEAR SLOT DIFFUSER

FC

10x8

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

EXISTING DUCT TO BE REMOVED

EXHAUST OR RETURN BOTTOM REGISTER OR GRILLE

(WALL TYPE)

EXHAUST OR RETURN REGISTER OR TOP GRILLE

(WALL TYPE)

FLEXIBLE CONNECTION, EQUIPMENT,

VIBRATION, OR SEISMIC

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

SUPPLY DIFFUSER/DUCT

EXHAUST GRILLE/DUCT

RETURN GRILLE/DUCT

MI001

MECHANICAL GENERAL NOTES

12CDL

N/A

MLR

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

clong Stamp clong Typewritten Text 8/8/23

EL #2 EL #1

STOR

STOR

STOR

MECH

MECH

MALE LOCKER

MALE TLT/SHWR

FEMALE TLT

FEMALE LOCKER

STORAGE

HAC

STORAGE

HAC

DISHWASH

MECH

MECH

CORRIDOR

WORK RM

OFFICEWORK/BREAK

CORRIDOR

FREEZE/COOLER

STORAGE

COOLER

STORAGEEXAMEXAM

EXAMCONFERENCE RM

DOC OFFICE

DIRTY

EXAM

WAITING RM

LRC

LOCK SHOP

OFFICE

VESTIBULE

ELECT COMM

SHOP

DRY GOODS

-- KITCHEN

EDS

HALL

HALL

HALL

MECH

VEST

FREEZER

EL #2 EL #1

STOR

STOR

STOR

MECH

MECH

MALE LOCKER

MALE TLT/SHWR

FEMALE TLT

FEMALE LOCKER

STORAGE

HAC

STORAGE

HAC

DISHWASH

MECH

MECH

CORRIDOR

WORK RM

OFFICEWORK/BREAK

CORRIDOR

FREEZE/COOLER

STORAGE

COOLER

STORAGEEXAMEXAM

EXAMCONFERENCE RM

DOC OFFICE

DIRTY

EXAM

WAITING RM

LRC

LOCK SHOP

OFFICE

VESTIBULE

ELECT COMM

SHOP

DRY GOODS

-- KITCHEN

EDS

HALL

HALL

HALL

MECH

VEST

FREEZER

AREA SERVED BY AHU-1

(D)AHU-1

8"Ø24"x10"

"x

6"

"x

6"

6" x6

"Ø

6" x6

10"x10"

"x

9"

"x

6"

24"x8"

10"Ø

10"x6"

10"x8"

"x 6"

26"x16"

18"x6"

(D)CD

(E)CD

(E)EG

(E)CR

(E) WF

(E) WF

(E) WF

(E)WF

(E)CD

(E)CR

(E)CD

(E)CD

(E)CD

(E)CD

(E)EG

(E)CD

(E)CD

(E)CD

(D)CD

(E)EG

(E)SG

(E)CD

(E)CD

(E)CD

(E)SG

(E)SG (E)SG

"x

6"

10"x6"

"x

9"

"x

6"

MD101

MECHANICAL DEMOLITION PLAN

BASEMENT NORTH

13CDL

SCALE: 3/32" = 1'-0"

0' 20'10'

MLR

SCALE:1

MECHANICAL DEMOLITION PLAN

BASEMENT NORTH BUILDING 1

3/32" = 1'-0"

N

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

UPGRADE AHU-01 AND AHU-04

MECHANICAL SYSTEMS

SPOKANE, WA

AUGUST 2023

668-21-102

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

SEAL:

BUILDING 1

KEY PLAN

BUILDING 1 SOUTH - MD102

BUILDING 1 NORTH - MD101

BUILDING 1

BUILDING 27

# KEY NOTES:

1. DEMOLISH EXISTING AIR HANDLING UNIT. PREPARE

FOR RE-CONNECTION TO NEW AHU.

2. VERIFY EXISTING PAD IS OF THE ADEQUATE SIZE

AND THICKNESS FOR SUBMITTED NEW AIRHANDLER

AND ADDITIONAL SEISMIC REQUIREMENTS.

DEMOLISH, REMOVE, AND REPLACE IF PAD DOES

NOT MEET REQUIREMENTS.

3. PROPOSED EQUIPMENT REMOVAL/ENTRY ROUTE

FOR USE BY THE CONTRACTOR. ALTERNATE

ROUTES MUST BE COORDINATED WITH THE COR

PRIOR TO USE.

4. EXISTING OUTSIDE AIR INTAKE LOUVER AND

DUCTWORK TO AHU TO REMAIN. CONTRACTOR TO

ADJUST OUTSIDE AIR DUCT AS NEEDED FOR

REPLACEMENT AHU'S OUTSIDE AIR OPENING.

5. DEMOLISH AND REMOVE EXISTING DUCTWORK AS

SHOWN. REMOVE AND RETAIN SUPPLY AIR

DIFFUSER/GRILLE FOR RE-USE.

6. DISCONNECT, DEMOLISH, OR REMOVE EXISTING

LOW PRESSURE STEAM HEATING COIL AND

CONDENSATE RETURN CONNECTIONS TO AIR

HANDLER BEING REPLACED. FIELD VERIFY POINTS

OF CONNECTION FOR REPLACEMENT AIR HANDLER

AND MODIFY PIPE CONFIGURATION.

7. EXISTING STEAM PIPE, STEAM/CONDENSATE TRAP,

AND CONDENSATE RETURN PIPING TO REMAIN, NO

CHANGE.

SHEET NOTES:

1. PATCH, SEAL, AND REPAIR TO MATCH EXISTING

ANY SURFACE OR FINISH.

2. DEMOLISH AND REMOVE CONTROLS WIRING,

ABANDONED BY THIS PROJECT, BACK TO CONTROL

PANEL.

3. DEMOLISH AND REMOVE ALL PNEUMATIC

CONTROLS AND EQUIPMENT. REFER TO SHEET

MH701 FOR NEW WORK.

4. REINSTALL ALL AFFECTED CEILING TILES AT THE

END OF EACH SHIFT FOR WORK AREAS OUTSIDE OF

THE RATED CONSTRUCTION BARRIER. IF THE TILES

CANNOT BE REINSTALLED, THE SPRINKLER SYSTEM

IS CONSIDERED OUT OF SERVICE IN THESE AREAS

AND 1-HOUR FIRE RATED SEPARATION IS

REQUIRED BETWEEN THE CONSTRUCTION AREA

AND THE OCCUPIED PORTIONS OF THE BUILDING.

LEGEND:

EXHAUST GRILLE

SUPPLY DIFFUSER

RETURN DIFFUSER

THERMOSTATT

clong Stamp clong

COOLER

OFFICE

PIPE SHOP

IT OFC

IT OFC

VEST

BOILER

ELEC/MECH

OFFICE

IT OFC

EL #2 EL #1

EL #3

HAC

STORAGE

COOLER

COOLER

MECH

MECH

STORAGE

STORAGE

TLT

SOILED

VAULT

SERVER

HSK SHOP

STAIR

FIRE CLOSET

OFFICE

O2 STOR

DOCK

RECYCLING

CLOSET

REFRIG

TOOL RM

BIO MED

FIRE CLOSET

OFFICE

OFFICE

OFFICE

HALL

MAIL

OFFICE

TEL/SERVER

LRC

OFFICE

VESTIBULE

ELECT COMM

SHOP

-- KITCHEN

CORRIDOR

CORRIDOR

VESTIBULE

OFFICE

VEST

FREEZER

I.T.

KITCHEN

EG

(E)TAG

(E)WF

(E)FTR

(E)WF

(E) UH

(E) FAN

EXHAUST

BLOWER

(E) FAN

EXHAUST

BLOWER

(E) AHU-B010

(E) DWH

CONVERTER

(E) STEAM

PRV

(E) PORT AC

(E) PORT AC

(E) FTR (E) FTR

(E) UH

(E)FTR(E)FTR

(E) LOUVER

(E) WF

(E) CONDENSER

REC PUMP

(E)FTR

STORAGE

STORAGE

COOLER

OFFICE

PIPE SHOP

IT OFC

IT OFC

VEST

BOILER

ELEC/MECH

OFFICE

IT OFC

EL #2 EL #1

EL #3

HAC

STORAGE

COOLER

COOLER

MECH

MECH

STORAGE

STORAGE

TLT

SOILED

VAULT

SERVER

HSK SHOP

STAIR

FIRE CLOSET

OFFICE

O2 STOR

DOCK

RECYCLING

CLOSET

REFRIG

TOOL RM

BIO MED

FIRE CLOSET

OFFICE

OFFICE

OFFICE

HALL

MAIL

OFFICE

TEL/SERVER

LRC

OFFICE

VESTIBULE

ELECT COMM

SHOP

-- KITCHEN

CORRIDOR

CORRIDOR

VESTIBULE

OFFICE

VEST

FREEZER

I.T.

KITCHEN

AREA SERVED BY AHU-4

(D)AHU-4 26"x20"

18"x8" UP3

20"x21"

34"x10"

8" Ø

20"x10"

37"x20"

"x

"x

8"

8"Ø 8"Ø

8"Ø

8"Ø

8"Ø

"x

"x

"x6

24"x6"

"x

6"

8"Ø

8" Ø

6"x6"

(E)RG

(E, NIC)

(E)CD

(E)RG

(E)CD(E)CD(E)CD

(E)CD

(E)CD

(E)CD

(E)RG

(E)CD

(D)CD

(D)CD

(E)CD

(E)RG

(E)CD

(E)CD

MD102

MECHANICAL DEMOLITION PLAN

BASEMENT SOUTH

14CDL

SCALE: 3/32" = 1'-0"

0' 20'10'

MLR

# KEY NOTES:

1. DEMOLISH AND REMOVE EXISTING AIR HANDLING

UNIT WITH SUSPENSION SUPPORTS.

2. PROPOSED EQUIPMENT REMOVAL/ENTRY ROUTE

FOR USE BY THE CONTRACTOR. ALTERNATE

ROUTES MUST BE COORDINATED WITH THE COR

PRIOR TO USE.

3. EXISTING FILTER SECTION TO REMAIN.

4. EXISTING EXHAUST FAN, SUPPORTS, AND

DUCTWORK TO REMAIN, NO CHANGE.

5. DEMOLISH AND REMOVE EXISTING OUTSIDE AIR

DUCT UP THROUGH FIRST FLOOR ABOVE.

6. DISCONNECT, CAP, AND SEAL EXISTING STEAM AND

CONDENSATE PIPING.

SHEET NOTES:

1. SELECTIVE DEMOLITION OF AHU-1, AHU-4, AND

ASSOCIATED SUPPLY DUCTWORK FROM AHU TO

AIR DIFFUSERS.

2. PATCH, SEAL, AND REPAIR TO MATCH EXISTING

ANY…