Attachment 2 -Drawings.pdf
PDF 10 MB Posted
- Attached to
- Y1DA--EHRM Infrastructure Updates - Data Center Construction - Grand Junction. CO (VA-22-00087706)
- Solicitation number
- 36C77623B0027
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.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFI Attachment 5- B34 Record Dwg 2014.pdf | ||
| RFI Attachment 3-Instructions to AE.docx | DOCX document | |
| Grand Junction RFIs.docx | DOCX document | |
| 36C77623B0027 0003.docx | DOCX document | |
| RFI-Attachment 1- Specifications.pdf | ||
| RFI Attachment 2- Hazmat Asbestos Report.pdf | ||
| RFI Attachment 4-B34-1st-HOT-Contiguous-Bldg.pdf | ||
| RFI-Attachment 6 -B34-1st-HOT-Samples.pdf | ||
| 36C77623B0027 0002.docx | DOCX document | |
| Site Visit Sign in Sheet 4-28.pdf | ||
| 36C77623B0027 0001.docx | DOCX document | |
| 36C77623B0027.docx | DOCX document | |
| Attachment 6 - Construction Wage Rate Mesa County.pdf | ||
| Attachment 4 - Limitations on Subcontracting - Construction.docx | DOCX document | |
| Attachment 1 - Specifications.pdf | ||
| Attachment 8 - Site Visit Map.pdf | ||
| Attachment 7 - Site Visit Instructions.docx | DOCX document | |
| Attachment 3 - Construction SOW.docx | DOCX document | |
| Attachment 5 - Contractor Safety - Environmental Form.docx | DOCX document |
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Text version
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
AutoCAD SHX Text 49836
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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
/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
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
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C
B
A
1 2 3 4 5 6 7 8 9
Department of Veterans Affairsof
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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.
AutoCAD SHX Text
517 7TH STREET
AutoCAD SHX Text
RAPID CITY, SOUTH DAKOTA 57701
AutoCAD SHX Text
PH: (605) 342-9470
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FAX: (605) 342-2377
AutoCAD SHX Text
WWW.FOURFRONTDESIGN.COM
AutoCAD SHX Text
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
Department of Veterans Affairsof
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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
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
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
Department of Veterans Affairsof
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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.
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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
/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
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
NORTH
N
NORTH
N
NORTH
N
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
AutoCAD SHX Text
FAX: (605) 342-2377
AutoCAD SHX Text
WWW.FOURFRONTDESIGN.COM
AutoCAD SHX Text
FOUR
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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
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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
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AutoCAD SHX Text O
AutoCAD SHX Text F
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AutoCAD SHX Text G
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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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