Attachment 2 -Drawings.pdf

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Y1DA--EHRM Infrastructure Updates - Data Center Construction - Grand Junction. CO (VA-22-00087706)
Solicitation number
36C77623B0027
Issued by

About this file

This document provides details for a federal contract opportunity for infrastructure updates and data center construction for the Department of Veterans Affairs. The solicitation number is 36C77623B0027 and seeks offers for the Y1DA--EHRM Infrastructure Updates - Data Center Construction project in Grand Junction, Colorado. The opportunity type is a solicitation to support upgrades and construction work for the VA's EHRM data center infrastructure in Grand Junction. Interested parties should respond with proposals by the solicitation response date to provide data center construction services for the VA Technology Acquisition Center located in Austin, Texas, which is the contracting agency. Key details provided include the project location, scope of work, and federal stakeholders involved.

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GRAND JUNCTION VA EHRM DATA CENTER

MODIFICATIONS

2121 NORTH AVENUE

GRAND JUNCITON, COLRADO 81501

VA PROJECT NUMBER: 575-21-706

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOUR FRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/0

9/

:1 5:

P

M

100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(651) 251-1880

COVER SHEET

G-000

PROJECT LOCATION

E-000 LEGEND AND ABBREVIATIONS

E-002 EXISTING PANEL SCHEDULES

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-000 COVER SHEET

AD-100 DEMOLITION FLOOR AND CEILING PLANS

M-000 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

M-001 MECHANICAL SCHEDULES AND DETAILS

MD-101 DATA CENTER MECHANICAL DEMOLITION PLANS

MHP-101 DATA CENTER MECHANICAL PLANS

NORTH

N

E-004 NEW ELECTRICAL SCHEDULES

E-005 EXISTING POWER SCHEMATIC

E-006

E-007 ELECTRICAL DETAILS

E-008 FACILITY MAIN LEVEL POWER PLAN

E-100 DATA CENTER POWER PLANS

E-101 MAIN LEVEL MECHANICAL POWER

E-102 ABOVE CEILING/ROOF POWER

NEW POWER SCHEMATIC

M-002 PHASING PLAN

MH-101 DATA CENTER MECHANICAL PLANS

NUMBER

A-100 FLOORPLAN, REFLECTED CEILING PLAN, DOOR SCHEDULE

AND ELEVATIONS, AND DETAILS4

E-200 MAIN LEVEL LIGHTING PLANS23

F-101 FIRE PROTECTION PLANS24

F-102 CLEAN AGENT PLAN25

G-100 LIFE SAFETY PLAN2

DATE

01/28/2022 01/28/2022 01/28/2022

01/28/2022

01/28/2022 01/28/2022 01/28/2022 01/28/2022 01/28/2022 01/28/2022 06/24/2022

01/26/2022

01/28/2022 01/28/2022

E-001 EXISTING MAIN PANEL SCHEDULES12

E-003 NEW MAIN PANEL SCHEDULES14

06/24/2022 06/24/2022 06/24/2022 06/24/2022 06/24/2022 06/24/2022 06/24/2022 06/24/2022

01/26/2022 01/26/2022 01/26/2022

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Occ: #

ROOM NAME

PATH OF TRAVEL (FEET)

EGRESS ROUTE

(# OF OCCUPANTS)

1-HR SEPARATION

REQUIRED

2-HR SEPARATION

REQUIRED

EXIT OCCUPANCY

LOAD

REQUIRED EGRESS

WIDTH (INCHES)

ACTUAL EGRESS

WIDTH (INCHES)

DIRECTION OF

TRAVEL

ROOM NUMBER

OCCUPANT LOAD

### 1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR

CLARITY.

4. EXISTING WALL SHADED FOR CLARITY.

5. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS NOT SHOWN FOR

CLARITY.

CORRIDOR

UPS ROOM

OFFICE

TELE./ELEC.

SECT./STOR.

COMPUTER

ROOM

2"

36" 100

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

/2

/2

:4

:1

A

M

100% CONSTRUCTION DOCUMENTS

01/28/2022

LIFE SAFETY PLAN

G-100

Grand Junction EHRM Data Center

KZJS

2121 North Avenue Grand Junction, CO 81505Anna Crickmer

575-21-706

2 25

CODE PLAN LEGEND GENERAL NOTES:

1/4" = 1'-0"

LIFE SAFETY PLAN

BUILDING CODE SUMMARY

2021 INTERNATIONAL BUILDING CODE

2021 N.F.P.A. 101 LIFE SAFETY CODE

PROJECT NAME: GRAND JUNCTION – EHRM IMPROVEMENTS

GRAND JUNCTION, COLORADO

A/E PROJECT NO.: 575-25-706

PREPARED BY: JOEL SIMONYAK

DATE: 11-16-2021

1. APPLICABLE CODES/STANDARDS:

A. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

(HTTP://WWW.CFM.VA.GOV/TIL/).

a. ARCHITECTURAL (AUG. 2, 2014); ASBESTOS ABATEMENT (JULY 2011); ELECTRICAL (DEC

2015); FIRE PROTECTION (DEC 2016) HVAC (MAR 2011); INTERIOR DESIGN (MAY 2008);

LIGHTING DESIGN (DEC 2015); PHYSICAL SECURITY (JAN 2015); PLUMBING (NOV 20140;

SIGNAGE (OCT 2013)

b. PG-18-14 ROOM FINISH, DOOR HARDWARE SCHEDULE

B. NFPA 1 – FIRE CODE (2018)

C. NFPA 101 - LIFE SAFETY CODE (LSC) – (2018)

D. NFPA 220 – STANDARDS ON TYPES OF BUILDING CONSTRUCTION – (2018)

E. NFPA 10 – STANDARD FOR PORTABLE FIRE EXTINGUISHERS – (2018)

F. NFPA 241 – STANDARD FOR SAFEGUARDING CONSTRUCTION (2019)

G. REFER TO FIRE PROTECTION/LIFE SAFETY/ACCESSIBILITY CODE REVIEW FOR ADDITIONAL CODES &

STANDARDS.

H. NFPA 13 – STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019)

2. OCCUPANCY GROUP (SECTION 304) - GROUP B OCCUPANCY (NFPA 101 CHAPTER 38)

3. OCCUPANCY CLASSIFICATION:

A. NFPA 101 (CHAPTER 19) – EXISTING BUSINESS OCCUPANCY

4. TYPE OF CONSTRUCTION:

A. NFPA 220 (TABLE 4.1.1) – TYPE I (332)

5. FIRE RESISTANCE OF EXTERIOR WALLS (SECTION 602.1, TABLE 602) – NO RATING REQUIRED

6. ALLOWABLE BUILDING AREA: UNLIMITED

7. ALLOWABLE STORES/HEIGHT: UNLIMITED IF BUILDING IS FULLY SPRINKLED

A. ACTUAL STORIES/HEIGHT: 1 STORY

8. OCCUPANCY SEPARATIONS:

A. IBC (SECTIONS 508 & 508.4) – FIRE BARRIERS - N.R. NON-SEPARATED USES AS PER SECTION 508.3

INCIDENTAL USE AREAS AS PER TABLE 509. WHEN INCIDENTAL USE AREAS ARE SPRINKLED, THE

AREA IS TO BE SEPARATED BY WALLS TO RESIST THE PASSAGE OF SMOKE (509.4.2)

9. TYPE OF CONSTRUCTION - FIRE-RESISTIVE REQUIREMENTS (NFPA 220 TABLE 4.1.1)

A. EXTERIOR WALLS - BEARING = NA

B. INTERIOR WALLS - BEARING = NA

C. EXTERIOR WALLS - NON-BEARING = 0 HOURS

D. INTERIOR WALLS – NON-BEARING = 0 HOURS

E. STRUCTURAL FRAME = 3 HOURS

F. FLOORS/FLOOR-CEILINGS = 2 HOURS

G. ROOFS/ROOF-CEILING = 2 HOURS

H. ROOF CONSTRUCTION-INCLUDING SECONDARY FRAMING): =1 1/2 HOURS

10. FIRE-RESISTANT MATERIALS AND CONSTRUCTION (CHAPTER 7) (L.S.C. 8.2.3)

A. FIRE RESISTIVE ASSEMBLIES AS PER CHAPTER 7 –SMOKE PARTITIONS, SECTION 710 (L.S.C. SECTION

8.4)

11. FIRE PROTECTION REQUIREMENTS:

A. BUILDING IS CURRENTLY FULLY SPRINKLERED WITH AN AUTOMATIC STANDPIPE SYSTEM AND WILL

REMAIN SO UPON COMPLETION OF THE PROJECT.

12. MEANS OF EGRESS/EXITING:

A. NUMBER OF MEANS OF EGRESS: 2 EXIT DOORS ARE PROVIDED FROM THE EXISTING BUILDING.

B. ARRANGEMENT OF MEANS OF EGRESS: AN EXISTING EGRESS DOOR WILL BE REMOVED AS PART OF

THE ADDITION. PROPER CAPACITY WILL BE PROVIDED AT NEW EGRESS DOORS.

C. 1. DEAD END CORRIDOR

a. BUSINESS OCCUPANCY - NFPA 101 (38.2.5.2) –MAX ALLOWED 50FT. EXISTING: 22FT

2. COMMON PATH OF TRAVEL:

a. BUSINESS OCCUPANCY - NFPA 101 (38.2.5.3) –MAX ALLOWED 100FT. EXISTING: 20FT

3. TRAVEL DISTANCE TO EXITS:

a. BUSINESS OCCUPANCY - NFPA 101 (38.2.6.2.1) –MAX ALLOWED 300FT. EXISTING:

48FT

4. MEANS OF EGRESS WIDTH CAPACITY:

a. NFPA 101 (TABLE 7.3.3.1)

b. 0.2 INCHES/OCCUPANT FOR DOORS IN BUILDINGS THAT ARE FULLY SPRINKLERED.

5. MEANS OF EGRESS ILLUMINATION:

a. NFPA 101 (7.8) –REQUIRE BY CHAPTER 18 & 38, EXISTING.

6. EMERGENCY LIGHTING

a. NFPA 101 (7.9) –REQUIRED BY CHAPTER 18 & 38, EXISTING.

13. OCCUPANT LOAD:

A. NFPA 101 (TABLE 7.3.1.2) – BUSINESS USE: 150 SQ. FT. /PERSON GROSS FLOOR AREA

14. EXIT EGRESS WIDTH SECTION

A. MINIMUM WIDTH:

a. NFPA 101 (7.3.4.1 (2)) - NOT LESS THAN 36 FOR ANY MEANS OF EGRESS.

b. NFPA 101 (7.2.1.2.3.2) – NOT LESS THAN 32” DOOR CLEAR WIDTH FOR DOORS IN PATH OF

EGRESS.

B. NFPA 101 (TABLE 7.3.3.1)

a. MEANS OF EGRESS WIDTH CAPACITY

1. EXIT 100 = MAX OCCUPANT LOAD SHALL BE 9 PERSONS: 9 X .2 = 2”

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

02-02

CORRIDOR

UPS ROOM

OFFICE

TELE./ELEC.

SECT./STOR.

COMPUTER

ROOM

F

IE

L D

V E

R

IF

Y

02-20

02-20

02-01

02-02

A1.00

02-50

02-51

02-50

02-50

COMPUTER

ROOM

UPS ROOM

SECT./STOR.

CORRIDOR

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

/2

/2

:4

:1

A

M

100% CONSTRUCTION DOCUMENTS

01/28/2022

DEMOLITION FLOOR AND CEILING

PLANS

AD-100

Grand Junction EHRM Data Center

KZJS

2121 North Avenue Grand Junction, CO 81505Anna Crickmer

575-21-706

3 25

GENERAL NOTES:

KEYNOTES:

02-01 REMOVE AND DISPOSE OF EXISTING INTERIOR WINDOW

ASSEMBLY. CLEAN AND PREPARE EXISITNG OPENING AND

ADJACENT FINISHES FOR NEW 1-HOUR RATED WALL INFILL.

02-02 REMOVE AND DISPOSE OF EXISTING EXTERIOR WINDOW

ASSEMBLY. CLEAN AND PREPARE EXISITNG OPENING AND

ADJACENT FINISHES FOR NEW INFILL. AFTER REMOVAL OF

EXISTING WINDOW, THE NEW WALL SHALL BE FRAMED AND

SHEATHED IMMEDIATELY AS TO SECURE THE OPENING.

OPENING IN EXTERIOR WALL SHALL BE FULLY SECURED

WITHIN SAME WORKING DAY AS WINDOW REMOVAL.

02-20 REMOVE EXISTING DOOR AND FRAME, TYPICAL.

02-50 REMOVE AND REINSTALL (AS REQUIRED) EXISTING

ACOUSTICAL CEILING TILE, GRID, CEILING MOUNTED

EQUIPMENT, AND ANY ASSOCIATED MECHANICAL/

ELECTRICAL/ PLUMBING/ FIRE PROTECTION FIXTURES. SEE

MECHANICAL/ PLUMBING/ ELECTRICAL/ FIRE PROTECTION

FOR ADDITIONAL INFORMATION.

02-51 REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID,

CEILING MOUNTED EQUIPMENT, AND ANY ASSOCIATED

MECHANICAL/ ELECTRICAL/ PLUMBING/ FIRE PROTECTION

FIXTURES. SEE MECHANICAL/ PLUMBING/ ELECTRICAL/ FIRE

PROTECTION FOR ADDITIONAL INFORMATION.

1/4" = 1'-0"

DEMOLITION FLOOR PLAN

1/4" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

SHEET SPECIFIC NOTES:

1. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

LIGHT FIXTURE, SEE LIGHTING PLANS

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

HVAC DIFFUSER

HVAC RETURN DUCT

REFLECTED CEILING

LEGEND:

EXISTING ACT CEILING

SYSTEM TO REMAIN

ACT CEILING SYSTEM TO BE REMOVED

AND REINSTALLED FOR INSTALLATION

OF NEW HVAC

NEW ACT CEILING SYSTEM

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

S E

E S

C H

E D

U L E

O R

SEE SCHED.

2" 2"

HM-001 HM-F

SEE SCHED.

HM HOLLOW METAL

WD-F WOOD - FLUSH FULL

DOOR LEGEND:

A1.00

COMPUTER

ROOM

UPS ROOM

SECT./STOR.

OFFICE

CORRIDOR

DOOR, SEE SCHEDULE

HOLLOW METAL FRAME, FILL

WITH LIGHTWEIGHT PLASTER

SEALANT AT FRAME PERIMETER,

EACH SIDE

METAL STUD WALL,

SEE WALL TYPES

5/8" GYPSUM BOARD

SOUND PROOF INSULATION, TYP.

A1.00 4

A1.00

CORRIDOR

UPS ROOM

OFFICE

TELE./ELEC.

SECT./STOR.

COMPUTER

ROOM

09-02

E1

09-02

F

IE

L D

V E

R

IF

Y

M3A

09-02

09-02

F

IE

L D

V E

R

IF

Y

"M3A

05-02

05-02

05-02

5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16" O.C. w/ FULL

DEPTH BATT INSULATION

3/4" EXTERIOR SHEATHING

1 1/2" EIFS, MATCH EXISTING DETAIL

WITH HORIZONTAL BANDING

EXISTING WALL

NOTE

1. TAPE/TEXTURE/PAINT

TO MATCH EXISTING

ADJACENT WALL AREA

2 1/2" METAL STUDS AT 16" O.C.

REMOVE DAMAGED

EXISTING EIFS AROUND

OPENING AS REQUIRED

TO PROVIDE A SEAMLESS

TRANSITION BETWEEN

OLD AND NEW FINISH,

TYPICAL ALL SIDES

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

/8

M3A

5/8" TYPE 'X' GYPSUM BOARD

2 1/2" METAL STUDS AT 16"O.C.

5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16"O.C. w/ FULL DEPTH BATT INSULATION

3/4" EXTERIOR SHEATHING

1 1/2" EIFS, MATCH EXISTING DETAIL WITH HORIZONTAL BANDING

E1

UL 419 - 1 HOUR RATED

07-02

5' - 10"

A1.00

A1.00

REMOVE DAMAGED

EXISTING EIFS AROUND

OPENING AS REQUIRED

TO PROVIDE A SEAMLESS

TRANSITION BETWEEN

OLD AND NEW FINISH,

TYPICAL ALL SIDES

1" BULLNOSE HORIZONTAL

DETAILING, MATCH EXISTING

Level 1 100' - 0"

WALL SYSTEM:

5/8" TYPE 'X' GYPSUM BOARD

2 1/2" METAL STUDS AT 16"O.C.

5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16"O.C. w/ FULL DEPTH

BATT INSULATION

3/4" EXTERIOR SHEATHING

1 1/2" EIFS, MATCH EXISTING DETAIL WITH

HORIZONTAL BANDING

(MATCH EXISTING CONSTRUCTION, FIELD

VERIFY)

EXISTING WALL

REMOVE DAMAGED

EXISTING EIFS AROUND

OPENING AS REQUIRED

TO PROVIDE A SEAMLESS

TRANSITION BETWEEN

OLD AND NEW FINISH,

TYPICAL ALL SIDES

DOOR, SEE SCHEDULE

HOLLOW METAL FRAME, FILL

WITH LIGHTWEIGHT PLASTER

SEALANT AT FRAME PERIMETER,

EACH SIDE

METAL STUD WALL,

SEE WALL TYPES

5/8" GYPSUM BOARD

SOUND PROOF INSULATION, TYP.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

/2

/2

:4

:1

A

M

100% CONSTRUCTION DOCUMENTS

01/28/2022

FLOOR PLAN, REFLECTED CEILING

PLAN, DOOR SCHEDULE AND

ELEVATIONS, AND DETAILS

A-100

Grand Junction EHRM Data Center

KZJS

2121 North Avenue Grand Junction, CO 81505Anna Crickmer

575-21-706

4 25

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

KEYNOTES:

05-02 NEW M3A WALL FROM TOP OF EXISTING WALL TO

OVERHEAD STRUCTURAL DECK ONLY. CONTRACTOR

TO ENSURE THAT ALL NEW/EXISTING PIPE, CONDUIT,

ETC. PENETRATIONS ARE FULLY SEALED AND FIRE

CAULKED.

07-02 EIFS INFILL TO MATCH EXISTING ADJACENT

SURFACES, SEE SPECIFICATION.

09-02 PAINT WALL IN ITS ENTIRETY FOR CONSISTENT

APPEARANCE AFTER WINDOW INFILL. MATCH

EXISTING ADJACENT COLOR AND TEXTURE FINISH.

Door Schedule

Mark Fire Rating Width Height Panel Type

Frame Type

Glazing Type

Hardware Group Comments Head Jamb Sill

101 45 MIN 3' - 0" 7' - 0" WD-F HM-001 1 6/A1.00 7/A1.00

105 45 MIN 3' - 0" 7' - 0" WD-F HM-001 1 6/A1.00 7/A1.00

1/4" = 1'-0"

DOOR FRAME ELEVATIONS

1/4" = 1'-0"

DOOR PANEL ELEVATIONS

1/4" = 1'-0"

REFLECTED CEILING PLAN

1 1/2" = 1'-0"

DOOR HEAD DETAIL, TYP

1/4" = 1'-0"

FLOOR PLAN

1 1/2" = 1'-0"

WINDOW INFILL JAMB DETAIL

1 1/2" = 1'-0"

WALL TYPES

1/2" = 1'-0"

WINDOW ELEVATION

3/4" = 1'-0"

WINDOW INFILL SECTION

1 1/2" = 1'-0"

DOOR JAMB DETAIL, TYP

S

ABBREVIATIONS:

AC ALTERNATING CURRENT

ADJ. ADJUSTABLE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BHP BRAKE HORSEPOWER

BMS BUILDING MANAGEMENT SYSTEM

CA COMPRESSED AIR

CFM CUBIC FEET PER MINUTE

C/L CENTERLINE

CO CLEANOUT

COEF COEFFICIENT

COMLINK COMMUNICATION LINK

COND CONDENSATION

CONFIG CONFIGURED

COR CONTRACTING OFFICER'S REPRESENTATIVE

CV CONTROL VALVE

CV FLOW COEFFICIENT

DAMP. DAMPER

DC DIRECT CURRENT

DEG DEGREES

DIFF. DIFFERENTIAL

(E) EXISTING

EA EXHAUST AIR

ECC ENERGY CONTROL CENTER

ELECT. ELECTRICAL

ELEV ELEVATION

ENT ENTERING

F FAHRENHEIT

FD FLOOR DRAIN

FS FLOOR SINK

FILT. FILTER

FPM FEET PER MINUTE

FT FEET

GAL GALLONS

G.C. GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

HP HORSEPOWER

HR HOUR

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

HX HEAT EXCHANGER

Hz HERTZ

IBC INTERNATIONAL BUILDING CODE

IECC INTERNAIONAL ENERGY CONSERVATION CODE

IFB INTEGRAL FACE AND BYPASS

IMC INTERNATIONAL MECHANICAL CODE

I/O INPUT/OUTPUT

IPC INTERNATIONAL PLUMBING CODE

L LENGTH

LA LABORATORY EQUIPMENT COMPRESSED AIR

LBS POUNDS

MA MEDICAL AIR

MAX MAXIMUM

MBH

THOUSAND BRITISH THERMAL UNITS PER HOUR

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MIN MINUTE

mm MILLIMETER

MV MEDICAL VACUUM

N.C. NORMALLY CLOSED

NC NOISE CRITERIA LEVEL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

N.O. NORMALLY OPEN

NPT NATIONAL PIPE THREAD

O2 OXYGEN

ORD OVERFLOW ROOF DRAIN

OSHA

Pa PASCAL

PD PRESSURE DROP

PRESS. PRESSURE

PSIG POUNDS PER SQUARE INCH - GAUGE

QUANT. QUANTITY

RA RETURN AIR

RC REHEAT STEAM COIL - AHU

RD ROOF DRAIN

RE RESIDENT ENGINEER

REQ'D REQUIRED

RPM REVOLUTIONS PER MINUTE

S SUPPLY

SF SQUARE FEET

SPEC SPECIFICATION

SS STAINLESS STEEL

T THERMOSTAT

TYP TYPICAL

V VOLTS

VAC MEDICAL VACUUM

W/ WITH

WB WET BULB

WG INCHES OF WATER

ZAP ZONE ALARM PANEL

ZVB ZONE VALVE BOX

B

T

A

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

CHECK VALVE

FLOW CONTROL VALVE

PRESSURE REDUCING VALVE

REDUCED PRESSURE ZONE VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

PRESSURE GAUGE

THERMOMETER

CONCENTRIC REDUCER

PIPE UNION

TEST PLUG

VALVE GLOBE VALVE

BALANCING VALVE

TEMPERATURE SENSOR

GLOBE VALVE -MANUAL

GLOBE VALVE - ON/OFF

GLOBE VALVE - MODULATING

PLUMBING SYMBOLS

POINT OF CONNECTION

POINT OF DISCONNECTION

TO BE DEMOLISHED

2 PLUMBING PLAN NOTE

PIPE DOWN

PIPE UP

PIPE TEE DOWN

TEE

GENERAL MECHANICAL NOTES:

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF

THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL MECHANICAL CODE

(IMC), INTERNATIONAL PLUMBING CODE (IPC), INTERNATIONAL FUEL GAS CODE

(IFGC), NFPA 99, NFPA 101 LIFE SAFETY CODE, AND ANY AUTHORITY HAVING

JURISDICTION. THIS IS A FEDERAL PROJECT, AS SUCH ALL CODE REQUIREMENTS

ARE REQUIRED.

ALL EQUIPMENT, MATERIALS, AND ARTICLES INCORPORATED IN THE WORK SHALL BE

NEW AND OF COMPARABLE QUALITY AS SPECIFIED. ALL WORKMANSHIP SHALL BE

FIRST-CLASS AND SHALL BE PERFORMED BY MECHANICS SKILLED AND REGULARLY

EMPLOYED IN THEIR RESPECTIVE TRADES.

ALL WORK SHALL BE COORDINATED WITH ALL AFFECTED TRADES PRIOR TO

STARTING WORK. REWORK REQUIRED DUE TO COORDINATION ISSUES SHALL BE

PERFORMED BY THE INSTALLATION CONTRACTOR WITHOUT INCREASED COST TO

THE OWNER.

THESE DRAWINGS ARE GENERAL IN NATURE. ALTHOUGH EVERY ATTEMPT HAS BEEN

MADE TO INDICATE THE EXACT ROUTING AND LOCATION OF PROPOSED SYSTEMS,

NOT ALL OFFSETS, REQUIRED FITTINGS AND/OR CONDITIONS CAN BE SHOWN. THE

CONTRACTOR SHALL COORDINATE WORK AND MAKE REQUIRED CHANGES TO THE

ROUTING IN ORDER TO AVOID CONFLICTS WITHOUT ANY INCREASED COST TO THE

OWNER.

SYSTEMS DESIGNATED TO BE PROVIDED AND INSTALLED WITHIN THESE CONTRACT

DOCUMENTS ARE INTENDED TO BE COMPLETE AND OPERATIONAL. PROVIDE

EVERYTHING ESSENTIAL FOR THE COMPLETION OF THE WORK TO MAKE THE SYSTEM

READY FOR NORMAL AND PROPER OPERATION, INCLUDING ALL WORK OR

MATERIALS NOT DIRECTLY SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS,

BUT NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM.

MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER MAINTENANCE

CLEARANCES ARE MAINTAINED. CORRIDORS SHALL NOT BE COMPLETELY BLOCKED

BY DUST BARRIERS. AT LEAST HALF OF THE CORRIDORS SHALL BE OPEN. CLOSE

COORDINATION WILL BE REQUIRED WITH THE MECHANICAL PIPING, HVAC, FIRE

PROTECTION, ELECTRICAL CONTRACTOR AND VA COR.

TURN OVER REMOVED EQUIPMENT TO THE VA FOR SPARE PARTS OR DISPOSE OF IF

NOT WANTED BY WCHCS VA STAFF.

THE CONTRACTOR WILL BE ADDING NEW WALL PENETRATIONS IN A VARIETY OF WALL TYPES

TO COMPLETE THIS PROJECT. ALL PENETRATIONS WILL BE SEALED MINIMALLY FOR SMOKE

AND FIRE SPREAD. FOR RATED WALLS, THE CONTRACTOR SHALL SUBMIT AND PROVIDE UL

LISTED PENETRATION FOR EACH APPROPRIATE RATED ASSEMBLY PENETRATION. ALL

PENETRATIONS SHALL BE SEALED AT THE END OF WORK SHIFT TO AVOID LEAVING AN

OPENING OVERNIGHT.

ZC VALVE OR DAMPER CONTROLLER

DUCTWORK SYMBOLS

LIMIT OF DEMOLITION

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

SUPPLY TOP REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN CEILING REGISTER OR GRILLE

EXHAUST OR RETURN BOTTOM REGISTER OR GRILLE

EXHAUST OR RETURN REGISTER OR TOP GRILLE

VANED ELBOW & AIR SPLIT TYPE DUCT TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

RETURN DUCT (UP & DOWN)

SQUARE 3-WAY CEILING DIFFUSERS

SQUARE 2-WAY CEILING DIFFUSERS

LINEAR SLOT DIFFUSER

SQUARE 1-WAY CEILING DIFFUSERS

DUCTWORK SYMBOLS

BACK DRAFT DAMPER

SECTION.)

FLEXIBLE CONNECTION, EQUIPMENT,

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

LOUVER (LOUVER SPECIFIED IN ARCHITECTURAL

FIRE DAMPER

DUCT WITH SOUND LINING

FLEXIBLE DUCTWORK (INSULATED)

MANUAL VOLUME DAMPER

EXISTING DUCT TO BE REMOVED

VIBRATION, OR SEISMIC

RETURN, NO SPLITTER (45° TAP)

STANDARD BRANCH SUPPLY OR

WCHCS WESTERN COLORADO HEALTH CARE SYSTEM

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

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100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

GENERAL NOTES,

ABBREVIATIONS AND SYMBOLS

M-000

AutoCAD SHX Text

(WALL TYPE)

AutoCAD SHX Text

(WALL TYPE)

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

BDD

AutoCAD SHX Text

FC

AutoCAD SHX Text 10x8

AutoCAD SHX Text

FD

AutoCAD SHX Text

VD

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

RETURN

AutoCAD SHX Text 45%%d

AutoCAD SHX Text 45%%d

AutoCAD SHX Text

FOURFRONT DESIGN, INC.

AutoCAD SHX Text

517 7TH STREET

AutoCAD SHX Text

RAPID CITY, SOUTH DAKOTA 57701

AutoCAD SHX Text

PH: (605) 342-9470

AutoCAD SHX Text

FAX: (605) 342-2377

AutoCAD SHX Text

WWW.FOURFRONTDESIGN.COM

AutoCAD SHX Text

FOUR

AutoCAD SHX Text

FRONT

AutoCAD SHX Text D E S I G N I N C.

AutoCAD SHX Text 49836

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

SUMMIT FIRE CONSULTING 575 MINNEHAHA AVE WEST ST. PAUL, MINNESOTA 55103 (651) 251-1880

CRAC

1CRAC

2-1/2"Ø CWS/R (E)

1-1/2"Ø CWS

1-1/2"Ø CWR

2-1/2"Ø CWS/R

1-1/2"Ø CWS/R

TO CRAC. (TYP)

RAISED FLOOR (E)

CIRCUIT

SETTER (TYP)

SOV (TYP)

STRAINER W/ 20

MESH SCREEN (TYP)

1-1/4"Ø COND (E) 1-1/4"Ø COND (E)

1" COND W/ OPEN

TOP (E) (TYP)

3/4" COND DRAIN TO EXISTING

OPEN END 1" SAN. (TYP)

CRAWLSPACE FLOOR

3-WAY CONTROL

VALVE

3-WAY CONTROL

VALVE

CONCRETE FLOOR SLAB

RAISED FLOOR SPACE

FLOOR TILE SUPPLY

REGISTER

POLARGY POLARPLEX

SUSPENDED PANEL

SYSTEM (OR EQUAL)

COLD ISLE HOT ISLE

RAISED FLOOR (E)

COLD ISLE

GENERAL INFORMATION

PANEL SIZES: WIDTH (FROM 6" TO 48"), HEIGHT (FROM 5" TO 96")

WEIGHT (MOUNTING CHANNEL): 1.25 lb/LF WEIGHT (TWIN-WALL PANEL): 0.30 lb/SF

MOUNTING CHANNEL: CLEAR ANODIZED ALUMINUM (BLACK POWDER COAT OPTIONAL)

TOP OF PANEL: CLEAR ANODIZED ALUMINUM (BLACK POWDER COAT OPTIONAL)

PANEL: SEE BELOW

PANEL INSERT CHOICES

· 8mm TWINWALL POLYCARBONATE PLASTIC (CLEAR)

MOUNTING CHANNELS

· FLAT WALL MOUNT W/ P-CLIP T-BAR CEILING MOUNT

RIGHT SIDE VIEW

NTS

FRONT VIEW

NTS

FLAT WALL MOUNT TO T-BAR MOUNTING DETAIL

NTS

MOUNTING SCREW

SPLICER CHANNEL (ALIGN

ADJACENT MOUNTING

CHANNELS W/ SPLICER IN

SPLICER CHANNEL)

MOUNTING

CHANNEL

PANEL

MOUNTING SCREW

SPLICER CHANNEL (ALIGN

ADJACENT MOUNTING

CHANNELS W/ SPLICER IN

SPLICER CHANNEL)

MOUNTING

CHANNEL

PANEL

P-CLIP

T-BAR CEILING

SUPPORT

5" (MIN)

96" (MAX)

3.115"

MOUNTING

CHANNEL

PANEL

WEST DATA RACK

(APPROX 14'

LONG)

APPROX. 28" APPROX. 28" ACT CEILING

EAST DATA RACK

(APPROX 16'

LONG)

NOTE: CONTRACTOR TO

FIELD VERIFY DIMENSIONS

BEFORE PLACING ORDER

FOR AIR BAFFLES.

WET FIRE SPRINKLER

HEAD FOR

REFERENCE (TYP)

CLEAN AGENT

SUPPRESSION NOZZLE

FOR REFERENCE (TYP)

120V

1/2"Ø CA FROM ACO-1

1/2"Ø DCW

ZTDS300A FILTER

PB1 CONTROL CENTER

S2E RELATIVE HUMIDITY SENSOR

CPLC1 CONTROLLER

ES100-1 HUMIDIFIER

3/8"Ø DCW

1/4"Ø CA (CONTROL)

1/2"Ø CA

6 WIRE 18GA SHIELDED

3 WIRE 22GA SHIELDED

SOV

NOTE: INSTALL ALL

COMPONENTS PER

MANUFACTURERS

INSTRUCTIONS

LINE KEY

DOMESTIC COLD WATER

WIRING

COMPRESSED AIR

DRAIN TUBE

3/8" DRAIN TUBE TO

EXISTING HUB DRAIN

3/8" DRAIN TUBE

TO EXISTING

HUB DRAIN

NOTE: MOUNT COMPONENTS

AT HEIGHT TO GRAVITY DRAIN

TO EXISTING HUB DRAIN

ITEM TYPE NOTES

AIR COMPRESSOR SCHEDULE

ACO-1 - 3 @ 110 PSI ROCKING PISTON

AIR COMPRESSOR GAST 120R689-P101-N800NX

TANK SIZE

(GALLONS)

CAPACITY

(SCFM)

MANUFACTURER &

MODEL

1. PROVIDE VIBRATION ISOLATION FLOOR MOUNTS.

2. MANUFACTURER SHOWN AS BASIS OF DESIGN, OR EQUAL SUBMISSIONS WILL BE ACCEPTED FOR REVIEW AND APPROVAL.

NOTES:

ELECTRICAL

MOTOR

(hp (qty))

2.0 (x1)

VOLT.-PH.-CY.

208-1-60

FLA

MCA

ACO

RE-USE EXISTING PIPE

SUPPORT W/ NEW RS/RL

PIPING IF POSSIBLE. PROVIDE

NEW IF NEEDED (TYP).

INSULATION FOR RS PIPING.

ALUMINUM JACKET ON

OUTDOOR INSULATED PIPING.

PROVIDE TRAPS AS

REQUIRED BY

MANUFACTURER WRITTEN

INSTRUCTIONS.

RS

RS

R S

R L

RL

RL 1" COND

UNION

SOV

CRAC

5,6

VIBRATION ISOLATION HANGERS AND

ALL-THREAD TO STRUCTURE (TYP).

SPRING ISILATOR (TYP).

P-TRAP

SIDE VIEW TRAPEZE HANGER FOR UP TO

453KG [1000 LB.] UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE

43 - SEE SPECIFICATIONS

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(200mm [8"] MIN.)

BAND

43mm [1-5/8"] 12 GAUGE CHANNEL OR 50x50x6.4mm

[2"X2"X1/4"] ANGLE

15mm [1/2"] DIA. HANGER RODS WITH 900mm [36"]

MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

NOM. SIZE

PIPE

TUBING

m m

NOTE:

SEE SPECIFICATIONS FOR DETAILED HANGER

REQUIREMENTS

1"

MA

X mm

[IN]

mm

[FT]

mm

[FT]

THRU 20

[THRU 3

4] [7]

[5]

[1]

[7]

[6]

[11

4] [7]

[7]

[11

2] [9]

[8]

[2]

[10] [8]

[21

2] [11] [9]

[3]

[12]

[10]

[4]

[14]

[12]

[5]

[16] [13]

[6]

[17] [14]

[8]

[19] [16]

[10]

[22]

[12]

[23]

[14]

[25]

[16] [27]

[18]

[28]

[20] [30]

[24]

[32]

DUCTLESS SPLIT AIR CONDITIONING SYSTEM SCHEDULE

MED ELECTRICAL

MCA VOLT.-PH.-CY.

MANUFACTURER & MODELSERVICE NOTES

INDOOR OUTDOOR

COOLING

CAPACITY

(BTU/HR.)

DESIGN

TEMPERATUREREFRIG

EQUIP

NO.

AC-8

CU-8

COOLING

COOLING

24,000

24,000

R410-A

R410-A

90 DB

70 DB

115 DB

14 WB

13.4

COMBINED

208/ 230V

1Ø - 60CY

DAIKIN FTK24AXVJU

DAIKIN RK24AXVJU

4, 6

1, 2, 3, 5, 6

NOTES

1. PROVIDE FACTORY WIND BAFFLE AND FIELD SETTINGS FOR COLD WEATHER OPERATION.

2. PROVIDE 3" FLEXIBLE ROOF FLASHING FOR 3" PVC SLEEVE THROUGH ROOF. SEAL ROOF PENETRATION.

3. MOUNT REMOTE CONTROL THERMOSTAT ON WALL WHERE SHOWN ON PLANS.

4. SIZE REFRIGERANT LINESET STRICTLY PER MFR. DIRECTIONS

5. PROVIDE MFR. RECOMMENDED CONTROL WIRE AND POWER CONDUCTOR TO INTERCONNECT OUTDOOR & INDOOR UNIT.

6. MANUFACTURER SHOWN AS BASIS OF DESIGN, OR EQUAL SUBMISSIONS WILL BE ACCEPTED FOR REVIEW AND APPROVAL.

CU

AC

CFM MOCP

DATA ROOM COOLING UNIT SCHEDULE

EQUIPMENT

NO.

NOTES:

FAN MOTOR

ESP VOLT.-PH.-CY.

MANUFACTURER & MODEL NOTES

AREA

SERVED

SUPPLY

CFM

HP

TH SH

CHILLED WATER COOLING COIL

EWT

°F °F

MBH

COMP 103CRAC-1 4.2 LIEBERT - PW029DC1C20209H1PLBFP208-3-60 1,2,3,8,94300 1.0 87.4 82.2 45 55

1. PROVIDE WITH FACTORY LIQUI-TECT 410 POINT LEAK DETECTION SENSOR.

2. PROVIDE WITH FACTORY CONTROL SYSTEM. INTEGRATE INTO EXISTING BMS VIA JCI METASYS FOR CONTROL, MONITORING, AND ALARMING.

3. PROVIDE WITH FACTORY 2-WAY CHILLED WATER VALVE.

4. PROVIDE WITH FACTORY 3-WAY CHILLED WATER VALVE.

5. PROVIDE WITH FACTORY VIBRATION ISOLATION HANGING HARDWARE.

6. PROVIDE WITH FACTORY HEAD PRESSURE CONTROL FOR LOW AMBIENT OPERATION TO -30°F.

7. PROVIDE WITH FACTORY SIZED REFRIGERANT LINE KIT.

8. MOUNT FACTORY TEMPERATURE CONTROL SENSORS IN IT RACKS PER MANUFACTURERS WRITTEN INSTRUCTIONS.

9. MANUFACTURER SHOWN AS BASIS OF DESIGN, OR EQUAL SUBMISSIONS WILL BE ACCEPTED FOR REVIEW AND APPROVAL.

CRAC

LWT

ELECTRICAL

MOCPFLA

9.2 20 COMP 103CRAC-2 4.2 LIEBERT - PW029DC1C30209H1PLBFP208-3-60 1,2,4,8,94300 1.0 87.4 82.2 45 55 9.2 20

CRAC-5 LIEBERT - MT060HE1A00H00MLUFP

CRAC-6

3.5 460-3-602750 0.2 3.2 15COMP 103

TH SH

DX COOLING COIL

EAT

°F °F

MBH

59.3 55.3 59 55

LAT

1,2,5,9

LIEBERT - MT060HE1A00H00MLUFP3.5 460-3-602750 0.2 3.2 15COMP 103 59 55 1,2,5,9

LIEBERT - PFD067A-AH10.5 460-3-604200 12.6 25CRAC-5 6,7,9CU-5

REFRIGERANT

R-410A

LIEBERT - PFD067A-AH10.5 460-3-604200 12.6 25CRAC-6 6,7,9CU-6 R-410A

GPM

59.3 55.3

GRILLE/REGISTER/DIFFUSER SCHEDULE

TAG NO. NECK SIZE TYPE MANUFACTURER & MODEL MATL/FINISH OPTIONS & ACCESSORIES

SR=SUPPLYT REGISTER SD=SUPPLY DIFFUSER

SR-1

NOTES:

24"x24" FLOOR TILE AIRFLOW PANEL ASM - DAG 500 ALUM.

SD-1 LOUVERED RECTANGULAR CEILING SUPPLY LAY IN NAILOR 6500-O-SR-O WHITE

1. PROVIDE WITH FACTORY SLIDE DAMPER.

2. PROVIDE WITH FACTORY 48"x24" CEILING MODULE AND SQUARE TO ROUND TRANSITION COLLAR.

3. PROVIDE WITH FACTORY 3-WAY CORE.

4. MANUFACTURER SHOWN AS BASIS OF DESIGN, OR EQUAL SUBMISSIONS WILL BE ACCEPTED FOR REVIEW AND APPROVAL.

VARIES 2,3

ITEM NOTES

HUMIDIFIER SCHEDULE

HUM-1 3.0 SMART FOG ES100-0

COMPRESSED AIR SUPPLY

MANUFACTURER &

MODEL

1. PROVIDE WITH FACTORY PB1 CONTROL CENTER (1 ZONE).

2. PROVIDE WITH FACTORY CPLC1 INTELLIGENT CONTROLLER. INTEGRATE INTO EXISTING BMS.

3. PROVIDE WITH FACTORY S2E HUMIDITY SENSOR.

4. PROVIDE WITH FACTORY AF1000 AIR FILTER SET.

5. PROVIDE WITH FACTORY PFK PIPE AND FITTINGS KIT.

6. PROVIDE WITH FACTORY ZTDS300A WATER FILTER SYSTEM. CONTRACTOR TO PROVIDE 2 EXTRA

FILTER CARTRIDGES.

7. MANUFACTURER SHOWN AS BASIS OF DESIGN, OR EQUAL SUBMISSIONS WILL BE ACCEPTED FOR

REVIEW AND APPROVAL.

NOTES:

ELECTRICAL

VOLT.-PH.-CY.

120-1-60

~WATTS

HUM

CFM MIN

PSI

MAX

PSI

100 130 1.5

WATER SUPPLY

GPM MIN

PSI

MAX

PSI

10 80

CAPACITY

(LB/HR)

GRD ID SCHEDULE #

01 570 24"x24"

TAG STYLE CFM NECK

SIZE

SR-1

570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1 570 24"x24"SR-1

1830 18"ØSD-1

1830 18"ØSD-1

1830 18"ØSD-1

915 14"ØSD-1

915 14"ØSD-1

915 14"ØSD-1

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

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100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

MECHANICAL SCHEDULES

AND DETAILS

M-001

CRAC-1 & 2 PIPING DETAIL

SCALE: NTS

M-001

DATA RACK AIR BAFFLE DETAIL

SCALE: NTS

M-001

HUMIDIFIER SCHEMATIC DETAIL

SCALE: NTS

M-001

ABOVE CEILING CRAC UNIT PIPING DETAIL

SCALE: NTS

M-001

PIPE HANGER DETAIL

SCALE: NTS

M-001

EQUIPMENT NOTE: ALL

EQUIPMENT SHOWN IN THESE

SCHEDULES ARE BASIS OF

DESIGN. OR EQUALS WILL BE

ACCEPTED.

AutoCAD SHX Text

FOURFRONT DESIGN, INC.

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517 7TH STREET

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RAPID CITY, SOUTH DAKOTA 57701

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PH: (605) 342-9470

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FAX: (605) 342-2377

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WWW.FOURFRONTDESIGN.COM

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FOUR

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FRONT

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GRAND JUNCTION EHRM MECHANICAL PHASING PLAN

1. INSTALL NEW CONDUITS AND J-BOXES FROM PANEL DPQ TO

PANEL 34H1A AND 150 KVA TRANSFORMER DISCONNECT. J-

BOXES AND CONDUITS SHOULD BE INSTALLED IN SUCH A

MANNER AS TO ALLOW THE PULLING OF THE NEW FEEDERS

WITHOUT HAVING TO PERFORM AN OUTAGE ON PANELS DPQ,

34H1A, OR 34L1A.

2. PROVIDE TEMPORARY POWER FEED TO PANEL 34L1A TO

ENSURE DATA CENTER OPERATION AND COOLING DURING DPQ

SHUTDOWN AND NEW FEED INSTALLATION.

3. PERFORM AN OUTAGE ON PANEL DPQ TO INSTALL NEW

BREAKERS AND TERMINATE NEW FEEDS. OUTAGE SHOULD BE

PLANNED TO LIMIT THE DOWN TIME OF PANEL DPQ TO A

MINIMUM AS THIS PANEL FEEDS OTHER EQUIPMENT IN THE

HOSPITAL.

4. REPLACE EXISTING PANEL 34H1A WITH THE NEW 34H1A PANEL.

5. ONCE NEW PANEL 34H1A IS INSTALLED, DEMOLITION OF

CRAC-E5, E6 AND CU-E5, E6 AND ASSOCIATED EQUIPMENT AND

PIPING CAN TAKE PLACE.

6. INSTALL NEW CRAC-5, 6, AC-8, CU-5, CU-6, CU-8 ALONG WITH

ALL ASSOCIATED EQUIPMENT, PIPING, CONTROLS ETC.

7. INSTALL/MODIFY FIRE SUPPRESSION EQUIPMENT AND PIPING.

8. FINISH ALL ABOVE CEILING WORK IN SERVER ROOM AND

REINSTALL CEILING.

9. INSTALL NEW BUSS DUCT AND DISCONNECT BOXES FOR DECK

A, INCLUDING DECK A UPS AND ALL ASSOCIATED EQUIPMENT,

BATTERIES, CONTROLS, ETC. MAINTAIN ALL CLEARANCES

BETWEEN EXISTING AND NEW EQUIPMENT.

10. SWITCH POWER FROM OLD UPS TO NEW DECK A.

11. DEMO OLD UPS IN SERVER ROOM ALONG WITH ASSOCIATED

EQUIPMENT.

12. COMPLETE WORK ON PANEL 34L1A AND 150 KVA. TERMINATE

LOAD SIDE OF NEW FEEDERS.

13. ONCE CRAC-5, 6, AND AC-8 ARE FULLY OPERATIONAL AND ALL

CEILING WORK IS COMPLETE; DEMO OF CRAC-E1, E2, E3, AND

E4 CAN BE ACCOMPLISHED.

14. FINISH ALL BELOW FLOOR WORK IN SERVER ROOM.

15. INSTALL NEW CRAC-1, 2, AND HUM-1 AND ALL ASSOCIATED

EQUIPMENT IN SERVER ROOM.

16. INSTALL NEW BUSS DUCT AND DISCONNECT BOXES FOR DECK

B, INCLUDING DECK B UPS AND ALL ASSOCIATED EQUIPMENT,

BATTERIES, CONTROLS, ETC. MAINTAIN ALL CLEARANCES

BETWEEN EXISTING AND NEW EQUIPMENT.

17. INSTALL NEW RACKS AND ASSOCIATED EQUIPMENT IN SERVER

ROOM.

18. FINAL CLEAN-UP.

GRAND JUNCTION EHRM PHASING PLAN

COOLING PROVIDED DURING PHASE:

1. ALL EXISTING CRACS.

2. EXISTING OVERHEAD CRACS.

3. EXISTING IN-ROW CRACS.

4. EXISTING IN-ROW CRACS.

5. EXISTING IN-ROW CRACS.

6. EXISTING IN-ROW CRACS.

7. EXISTING IN-ROW CRACS.

8. EXISTING IN-ROW CRACS.

9. EXISTING IN-ROW CRACS AND NEW OVERHEAD CRACS.

10. EXISTING IN-ROW CRACS AND NEW OVERHEAD CRACS.

11. NEW OVERHEAD CRACS.

12. NEW OVERHEAD CRACS.

13. NEW OVERHEAD CRACS.

14. NEW OVERHEAD CRACS.

15. NEW OVERHEAD CRACS.

16. ALL NEW CRACS.

17. ALL NEW CRACS.

18. ALL NEW CRACS.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

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100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

PHASING PLAN

M-002

AutoCAD SHX Text

FOURFRONT DESIGN, INC.

AutoCAD SHX Text

517 7TH STREET

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RAPID CITY, SOUTH DAKOTA 57701

AutoCAD SHX Text

PH: (605) 342-9470

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FAX: (605) 342-2377

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WWW.FOURFRONTDESIGN.COM

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FOUR

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FRONT

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CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

OFFICE

14"Ø (E) (TYP OF 6)

12"x26" (E)

"x

E)

"x

E)

"x

E)

"x

E)

"x

E)

12"x26" (E)

6"Ø (E)

12"Ø

(E) .

26"x12" (E)

EXISTING SUPPLY AND

RETURN FROM EXISTING

RTU (TO REMAIN)

EXISTING PERFORATED

SUPPLY DIFFUSER (TYP OF 6)

EXISTING PERFORATED, FILTERED RETURN GRILLE (TYP OF 4),

TEMPORARILY SUPPORT FOR CEILING DEMOLITION.

CRAC

(E6)

CRAC

(E5)

CRAC

(E7)

EXISTING RS/RL

PIPING FROM BELOW EXISTING RS/RL PIPING

TO/FROM EXISTING CRAC

EXISTING RS/RL

PIPING TO/FROM

EXISTING CRAC

EXISTING RS/RL

PIPING TO/FROM

EXISTING CRAC

12"Ø (E)

14"Ø (E)

EXISTING PERFORATED

SUPPLY DIFFUSER

EXISTING PERFORATED,

FILTERED RETURN GRILLE

EXISTING PERFORATED,

FILTERED RETURN GRILLE

1" C

O N

D (E

1"Ø COND (E)

1"Ø COND (E)

PROTECT FIBER HUB

BELOW DURING CRAC

REMOVAL

EXISTING ABOVE CEILING

CRAC UNIT (TO REMAIN)

CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

OFFICE

CU

(E7)

CU

(E5)

CU

(E6)

EXISTING RS/RL PIPING

TO DATA ROOM CEILING

2- 1/

2" C

W S

(E

2- 1/

2" C

W R

(E

1" D

C W

(E

CRAC

(E1)

2"Ø CWS

1-1/4"Ø CWS/R TO

CRAC-(E) (TYP OF 4) 2"

C W

R (E

3/8" VINYL TUBE COND.

FROM CRAC-4 TO

CRAWLSPACE (TYP OF 4) HUM

(E)

CRAC

(E2)

CRAC

(E4)

CRAC

(E3)

DI

(E)

1"Ø COND (E) FROM

CEILING TO CRAWLSPACE

1"Ø COND FROM EXISTING DI

FILTER, BACKFLOW

PREVENTER, AND HUMIDIFIER

1"Ø COND (E) TO

CRAWLSPACE

1" D

C W

(E

) 3/4"Ø DCW TO EXISTING

BACKFLOW PREVENTER

AND DI FILTER

8 8

T

CRAC-(E3)

T

CRAC-(E1)

T

CRAC-(E2)

WW

WW

14 14

EXISTING ABOVE CEILING CRAC

UNIT THERMOSTAT (TO REMAIN)

CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

OFFICE

2-1/2" CWR (E)

EXISTING SUMP PUMP TO

SANITARY (TO REMAIN)

2-1/2" CWS (E)

1" DCW (E)

EXISTING 2-1/2"Ø

CWS/R, 1"Ø DCW TO

RAISED FLOOR SPACE

1- 1/

4" C

O N

D (E

1-

1/ 4"

C O

N D

(E

1- 1/

4" C

O N

D (E

1-1/4" COND (E)

1"Ø COND FROM

MAIN FLOOR CEILING

1"Ø COND FROM

RAISED FLOOR SPACE

1"Ø COND FOR 3/8"

VINYL TUBE COND

(x2) FROM CRAC

1"Ø COND FOR 3/8"

VINYL TUBE COND

(x2) FROM CRAC

REMOVE EXISTING CWS/R BACK INTO CRAWLSPACE,

SEAL PENETRATIONS.

REMOVE EXISTING DCW BACK INTO CRAWLSPACE, SEAL

PENETRATIONS.

REMOVE EXISTING CONDENSING UNIT AND ASSOCIATED

RS/RL PIPING. RETAIN CONCRETE HOUSEKEEPING PAD

FOR REUSE.

REMOVE ALL CWS/R PIPING, VALVES, AND OTHER

ASSOCIATED ACCESSORIES BACK INTO THE

CRAWLSPACE.

REMOVE EXISTING CRAC UNIT AND CONDENSATE TUBE,

SEAL PENETRATION TO CRAWLSPACE FROM

CONDENSATE TUBE.

REMOVE EXISTING DCW BACK INTO CRAWLSPACE.

REMOVE EXISTING HUMIDIFIER, DI FILTER, AND ALL

ASSOCIATED PIPING.

REMOVE EXISTING DRAIN FROM HUMIDIFIER. RETAIN

EXISTING HUB DRAIN FROM THE BACKFLOW PREVENTER.

RETAIN EXISTING DRAIN FROM CEILING TO CRAWLSPACE.

REMOVE EXISTING CEILING CRAC UNIT AND ASSOCIATED

CONDENSATE DRAIN BACK TO VERTICAL DRAIN IN DATA

ROOM CORNER. RETAIN EXISTING SUPPLY AND RETURN

DUCT FOR CONNECTION TO NEW CRAC UNITS.

REMOVE EXISTING SUPPLY DIFFUSER AND DUCT SHOWN

IN DARK RED.

REMOVE EXISTING RS/RL PIPING. IF POSSIBLE, RE-USE

EXISTING HANGERS, SUPPORTS, EXTERIOR WALL

PENETRATIONS, OR EXTERIOR PIPE SUPPORTS FOR NEW

RS/RL PIPING. PROVIDE NEW IF NEW PIPING CANNOT

UTILIZE EXISTING COMPONENTS.

REMOVE EXISTING IN-CEILING CRAC UNIT THERMOSTAT.

RETAIN EXISTING WATER LEAK DETECTOR FOR REUSE.

REMOVE EXISTING WATER LEAK DETECTOR FOR

RELOCATION SHOWN IN THESE PLANS.

MODIFY EXISTING DUCT FOR NEW FIRE DAMPER SHOWN

IN THESE PLANS.

KEYED DEMOLITION NOTES

DUCT KEY

DUCT SUPPLY#"x #" or #"Ø

DUCT RETURN#"x #" or #"Ø

PIPE KEY

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRCULATION

COND DRAIN

#" DCW

#" CHWS

#" CHWR

#" COND

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

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100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

DATA CENTER MECHANICAL

DEMOLITION PLANS

MD-101

ABOVE CEILING MECHANICAL DEMOLITION PLAN

SCALE: 1/4" = 1'

MD-101

MAIN FLOOR MECHANICAL DEMOLITION PLAN

SCALE: 1/4" = 1'

MD-101

CRAWLSPACE MECHANICAL DEMOLITION PLAN

SCALE: 1/4" = 1'

MD-101

NORTH

N

NORTH

N

NORTH

N

AutoCAD SHX Text

FOURFRONT DESIGN, INC.

AutoCAD SHX Text

517 7TH STREET

AutoCAD SHX Text

RAPID CITY, SOUTH DAKOTA 57701

AutoCAD SHX Text

PH: (605) 342-9470

AutoCAD SHX Text

FAX: (605) 342-2377

AutoCAD SHX Text

WWW.FOURFRONTDESIGN.COM

AutoCAD SHX Text

FOUR

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FRONT

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AutoCAD SHX Text 49836

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CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

UPS ROOM

18"Ø (TYP OF 3)

12"x26" (E)

"x

E)

"x

E)

"x

E)

"x

E)

"x

E)

12"x26" (E).

12"Ø

(E) .

26"x12" (E)

EXISTING SUPPLY AND

RETURN FROM EXISTING

RTU (TO REMAIN)

CRAC

CRAC

NEW FACTORY SIZED

RS/RL PIPING FROM BELOW

NEW FACTORY

SIZED RS/RL PIPING

TO/FROM CRAC-6

12"Ø (E)

14"Ø (E)

EXISTING PERFORATED

SUPPLY DIFFUSER

EXISTING PERFORATED,

FILTERED RETURN GRILLE

EXISTING PERFORATED,

FILTERED RETURN GRILLE

1" C

O N

D

1"Ø COND

1"Ø COND (E)

14"Ø (TYP OF 3)

NEW FACTORY SIZED

RS/RL PIPING FROM

AC-8 BELOW

EXISTING RS/RL PIPING

TO/FROM EXISTING CRAC

CRAC

(E7)

DUCT CAP

NEW FACTORY SIZED RS/RL

PIPING TO CU-8 BELOW

SEAL EXTERIOR

WALL PENETRATIONS

EXISTING PERFORATED, FILTERED

RETURN GRILLE (TYP OF 4)

NEW FACTORY SIZED

RS/RL PIPING TO/FROM

CRAC-5

M D

M D

MD

FD

FD

FD

FD

CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

UPS ROOM

CU

CU

NEW SERVER RACK

CONFIGURATION

NEW FACTORY SIZED

RS/RL PIPING TO

DATA ROOM CEILING

NEW CONDENSING

UNITS FOR

IN-CEILING CRAC'S.

RE-USE EXISTING

MOUNTING PADS

CRAC

CRAC

SUSPENDED PANEL ABOVE

RACK TO PREVENT COOL AIR

BYPASS. REFER TO 4-M0.01

HOT ISLE

RETURN

AIR FLOW

HOT ISLE

RETURN

AIR FLOW

H O

T

IS

LE

C O

LD

IS

LE

ACO

HUM

1/2"Ø DCW TO HUM-1

1/2"Ø CA FROM

ACO-1 TO HUM-1

1/2" CA FROM

ACO-1 TO HUM-1

NEW FACTORY SIZED RS/RL

PIPING TO CEILING SPACE

3/4"Ø COND FROM AC-1 TO EXISTING

1"Ø IN DATA ROOM CORNER

AC

T

T

T

T

T

T

T

T

T

AC-1

T

CRAC-6

FACTORY CRAC-1&2 IN RACK

TEMPERATURE CONTROL

SENSOR (TYP) INSTALL PER

MFR. INSTRUCTIONS.

1"Ø COND (E) FROM

CEILING TO CRAWLSPACE

MOUNT REMOTE

WALL DISPLAYS FOR

CRAC-5,6 ON WALL

T

CRAC-(7E)1(TYP OF 15)

CU

(E7)

SEAL EXTERIOR

WALL PENETRATIONS NEW FACTORY SIZED RS/RL

PIPING TO CEILING SPACE

1"Ø COND (E) TO

CRAWLSPACE

EXISTING HUB DRAIN

T

CRAC-5

T

T

MOUNT REMOTE TEMP

SENSOR FOR CRAC-6 ON WALL

MOUNT REMOTE

TEMP SENSOR FOR

CRAC-5 ON WALL

W W

W

W

CU

C O

LD

IS

LE

PB

EMERGENCY SHUT DOWN SWITCH

FOR HVAC EQUIPMENT, REFER TO

ELECTRICAL

CORRIDOR

SECR./STOR.

OFFICE

COMPUTER ROOM

UPS ROOM

2-1/2" CWR (E)

EXISTING SUMP PUMP TO

SANITARY (TO REMAIN)

2-1/2" CWS (E)

1" DCW (E)

1- 1/

4" C

O N

D (E

1-

1/ 4"

C O

N D

(E

1- 1/

4" C

O N

D (E

1-1/4" COND (E)

1"Ø COND FROM

MAIN FLOOR CEILING

1"Ø COND FROM

RAISED FLOOR SPACE

1"Ø COND

1"Ø COND FROM

CRAC-1 TO EXISTING

1-1/2"Ø CWS/R

TO CRAC-1

1-1/2"Ø CWS/R

TO CRAC-2

1" D

C W

1"Ø DCW UP

TO HUM-1

1"Ø COND

FROM CRAC-1

1"Ø COND FROM

CRAC-2 TO EXISTING

2-1/2"Ø

CWS/R

1- 1/

2" C

W R

1- 1/

2" C

W S

REFER TO DETAIL 5-M001

FOR ADDITIONAL PIPING

REQUIREMENTS AND SIZING.

GENERAL PIPING NOTE

REPLACE EXISTING RAISED FLOOR TILE WITH SR-1

AIRFLOW PANEL.

INSTALL NEW SUPPLY DIFFUSERS IN EXISTING CEILING.

CONNECT NEW DUCT TO EXISTING MAIN BRANCH.

INSTALL NEW CEILING CRAC UNIT IN EXISTING LOCATION

AND CONNECT TO EXISTING SUPPLY AND RETURN DUCT.

TRANSITION AS REQUIRED.

IF POSSIBLE, RE-USE EXISTING HANGERS, SUPPORTS,

EXTERIOR WALL PENETRATIONS, OR EXTERIOR PIPE

SUPPORTS FOR NEW RS/RL PIPING. PROVIDE NEW IF NEW

PIPING CANNOT UTILIZE EXISTING COMPONENTS.

RELOCATE EXISTING WATER LEAK DETECTOR IN RAISED

FLOOR PLENUM.

FIRE SEAL PENETRATION THROUGH RATED WALL.

FIRE SEAL PENETRATION THROUGH THE FLOOR.

FIRE SEAL EXISTING FLOOR PENETRATION IF EXISTING

FLOOR PENETRATION IS NOT CURRENTLY FIRE SEALED.

INSTALL NEW FIRE DAMPER IN NEW 1HR RATED FIRE

WALL. MODIFY EXISTING DUCT FOR CONNECTION TO NEW

FIRE DAMPER.

KEYED MECHANICAL NOTES

DUCT KEY

DUCT SUPPLY#"x #" or #"Ø

PIPE KEY

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRCULATION

COMPRESSED AIR

COND DRAIN

#" DCW

#" CHWS

#" CHWR

#" CA

#" COND DUCT RETURN#"x #" or #"Ø

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT-ENGINEERCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

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100% CONSTRUCTION DOCUMENTS

01/28/2022 PMRD

Anna Crickmer

575-21-706Grand Junction EHRM Data Center

2121 North Avenue Grand Junction, CO 81505

DATA CENTER MECHANICAL PLANS

MHP-101

ABOVE CEILING MECHANICAL PLAN

SCALE: 1/4" = 1'

MHP-101

MAIN FLOOR MECHANICAL PLAN

SCALE: 1/4" = 1'

MHP-101

CRAWLSPACE MECHANICAL PLAN

SCALE: 1/4" = 1'

MHP-101

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FOURFRONT DESIGN, INC.

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517 7TH STREET

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RAPID CITY, SOUTH DAKOTA 57701

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PH: (605) 342-9470

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FAX: (605) 342-2377

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WWW.FOURFRONTDESIGN.COM

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FOUR

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FRONT

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PACKAGED REMOTE

MOUNT HUM-1

CONTROLLER:

-HUMIDITY (BO)

-ALARM (BO)

CRAC

CRAC

RAISED FLOOR (E)

3/4" COND DRAIN TO EXISTING

OPEN END 1" SAN. (TYP)

CONCRETE FLOOR SLAB

RAISED

FLOOR SPACE

CRAC

CRAC

AIRFLOWAIRFLOW AIRFLOWAIRFLOW

AIRFLOW

AIRFLOW

AIRFLOW

AIRFLOW

HUM

PACKAGED WALL MOUNT

CONTROLLER/SENSOR:

-FAN ENABLE (BO)

-COOLING (BO)

-TEMP (BO)

-ALARM (BO)

PACKAGED WALL MOUNT

CONTROLLER/SENSOR:

-FAN ENABLE (BO)

-COOLING (BO)

-TEMP (BO)

-ALARM (BO)

PACKAGED UNIT MOUNT

CONTROLLER/SENSOR:

-FAN ENABLE (BO)

-COOLING (BO)

-TEMP (BO)

-ALARM (BO)

PACKAGED UNIT MOUNT

CO…

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