Att 3 - Drawings - Grand Junction Data Center CD Set.pdf

Medical Administration Service Group Practice Manager Director

Patient Advocate Whole Health Coordinator

Engineering Shops Continuous Survey Readiness ADPCS

Engineering Management Employee Health Manager CoS

Environmental Management Services Patient Safety Manager Capitalization Coordinator

Information Technology (IT) Safe Patient Handling Manager AD

Women Veterans Program Safety Manager Facility Planner

Supply Chain Management (Logistics) Infection Control Manager Garden Planner

Police Human Resources NAGE Representative

Education Telehealth Coordinator Privacy Officer

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:3

P

M

CS001

COVER SHEET EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

EHRM INFRASTRUCTURE

UPGRADES DATA

CENTER GRAND

JUNCTION

575-221

2121 NORTH AVE.

GRAND JUNCTION, CO 81501

CONSTRUCTION DOCUMENTS

16 APR 2025

CS001 COVER SHEET

CS002 RISK ASSESSMENT

CS003 IT SECURITY CHECKLIST

CS004 GENERAL NOTES, SYMBOLS, ABBREVIATIONS

CS005 ARCHITECTURAL LOCATION PLAN

LP101 FIRST FLOOR LIFE SAFETY PLAN AND BUILDING

ANALYSIS

HA101 GENERAL INFORMATION SITE PLAN

HA102 1ST FLOOR ASBESTOS ABATEMENT PLANS

HA103 CONCEPTUAL SEQUENCING MAJOR CONSTRUCTION

PLAN

C100 CIVIL NOTES

C101 UTILITY/DEMOLITION SITE PLAN

C102 CIVIL GATE DESIGN

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 SPECIAL INSPECTIONS

S-010 LEGENDS AND ABBREVIATIONS

S-101 FOOTING AND FOUNDATION PLAN

S-111 ROOF FRAMING PLAN

S-501 DETAILS

S-502 DETAILS

S-511 DETAILS

S-601 SCHEDULES

S-602 SCHEDULES

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

AE101 FIRST FLOOR PLAN

AE102 FIRST FLOOR REFLECTED CEILING PLAN

AE103 ROOF PLAN

AE104 EQUIPMENT PLAN

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE303 WALL SECTIONS

AE501 ARCHITECTURAL DETAILS

AE601 DOOR SCHEDULES

AI101 FIRST FLOOR ROOM FINISH PLAN AND SCHEDULE

FA101 1ST FLOOR FIRE ALARM PLAN

FA601 FIRE ALARM RISER

FX101 LEVEL 1 FIRE PROTECTION PLAN

PE001 PLUMBING COVER SHEET

PE501 PLUMBING DETAILS AND SCHEDULES

PD101 LEVEL 1 PLUMBING DEMO PLAN

PL101 LEVEL 1 PLUMBING PLAN - DWV

PL102 LEVEL 1 PLUMBING PLAN - WATER

ME001 MECHANICAL COVER SHEET

ME501 MECHANICAL DETAILS

ME601 MECHANICAL SCHEDULES

ME602 MECHANICAL SCHEDULES

ME603 VRF SCHEMATIC

MD101 LEVEL 1 MECHANICAL DEMO PLAN

MH101 LEVEL 1 MECHANICAL PLAN

MH102 ROOF MECHANICAL PLAN

MP101 LEVEL 1 MECHANICAL PIPING PLAN

EE001 ELECTRICAL COVER SHEET

EE002 SYMBOLS LEGEND

EE003 TELECOM SCHEDULES AND NOTES

EE004 AUXILIARY SCHEDULES AND NOTES

EE501 ELECTRICAL DETAILS

EE601 GROUNDING RISER DIAGRAM

EE701 TYPICAL MOUNTING DETAILS

EE702 TYPICAL LABELING DETAILS

EE703 TYPICAL LABELING DETAILS

ES101 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

NORTH 1 : 1800D1

VICINITY MAP

ED101 1ST FLOOR ELECTRICAL DEMOLITION PLAN

ED102 1ST FLOOR ELECTRICAL FEEDER DEMOLITION PLAN

EP101 1ST FLOOR POWER PLAN

EP102 1ST FLOOR NEW ELECTRICAL FEEDER PLAN

EP103 ROOF POWER PLAN

EP201 POWER ELEVATIONS

EP600 TEMPORARY POWER ONE-LINE DIAGRAM &

SCHEDULES

EP601 DEMOLITION ONE-LINE DIAGRAM

EP602 NEW ONE-LINE DIAGRAM

EP603 ELECTRICAL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EL101 1ST FLOOR LIGHTING PLAN

EL102 1ST FLOOR EMERGENCY EGRESS PHOTOMETRIC PLAN

EL601 INTERIOR LIGHTING FIXTURE SCHEDULE

EL604 LIGHTING CONTROL SCHEDULES

ET101 1ST FLOOR TELECOM PLAN

ET102 1ST FLOOR LOWER CABLE RACEWAY PLAN

ET103 1ST FLOOR UPPER CABLE RACEWAY PLAN

ET401 TELECOM ENLARGED PLANS

ET501 TELECOM EQUIPMENT CABINET ELEVATIONS

ET502 TELECOM EQUIPMENT CABINET ELEVATIONS

ET503 TELECOM EQUIPMENT CABINET ELEVATIONS

ET504 TELECOM DETAILS

ET505 TELECOM DETAILS

ET506 TELECOM CABLE TRAY DETAILS

ET507 TELECOM EQUIPMENT RACK GROUNDING DETAIL

ET601 TELECOM CABLE RISER DIAGRAM (SERVER ROOM 107)

ET602 TELECOM RISER DIAGRAMS

EY101 LEVEL 1 AUXILIARY PLAN

EY501 AUXILIARY DETAILS

EY601 AUXILIARY RISER DIAGRAMS

EK101 LIGHTNING PROTECTION PLAN

EK501 LIGHTNING PROTECTION DETAILS

EK502 GROUNDING DETAILS

P:B

P:A

P:A4134

AREA OF WORK

Revisions: Date:

Construction Safety Risk Assessment Checklist, VA Salt Lake City Healthcare System

Project Name:

EHRM INFRASTRUCTURE UPGRADES

DATA CENTER Hazard Likelihood: High: 76% - 100%

Project Number: 575-221 Medium: 51% - 75%

Date: - Low: 0% - 50%

Project Manager: -

Pest Control within Construction Area

L L Y Pest control precautions must be utilized for any openings introduced to existing facility

Approval Signatures:

Project Manager: Date:

Contractor: Date:

Safety Manager: Date:

Svc./Section/Program Director: Date:

Identify Hazards Evaluator Is Hazard Likely?

H-M-L

Severity H-M-L

Mitigation Needed?

Y/N Mitigation Strategies

Mitigation Strategies

Implemented?

Comments

Hazard Communication

L L Y MSDS required to be maintained on site by contractor

Respiratory Protection

L L Y respiratory protection required when air debris present

Personal Protective Equipment

M M Y hearing protection Steel toed boots, clothing when required.

Fire Protection L L Y contractor required to follow VA hot work permit procedure& VA Interim Life Safety Measure

Traffic Control & Site Security

L L Y Work affecting traffic flow or site security must be coordinated with VA

Wire Rope and Rigging Equipment

M M Y OSHA Procedure to be followed

Trenching and Excavation

M M Y OSHA procedure to be followed

Motor Vehicles, Earthmoving, and Mechanized Equipment

M L Y Preventative maintenance logs required on site

Concrete and Masonry

M M Y OSHA procedure to be followed

Lead, Asbestos, and Silica

L L Y Coordination with VA required to identify all accessible suspect ACM building materials in affected facility where demolition will occur

Utility Interruptions L L Y Must receive approval from VA

Dust L L Y respiratory protection required when air debris present. Dust partitions must be utilized as needed

Moisture/Water Leaks L L Y Notification to VA required for all moisture/Water leaks

Demolition M M Y Any work causing noise or vibration to interior

Of Medical Center must be coordinated with

VA

Hand and Power Tools

L M Y OSHA Procedure to be followed

Electrical L L Y All hot work on electrical systems must receive prior approval by VA

Lockout / Tagout L L Y Lockout tagout procedure required in contractor submitted Safety plan (pre-construction)

Welding and Cutting L L Y VA signed hot work permit required to be obtained by contractor

Confined Spaces L L Y OSHA Procedures & VA Confined

Space Policy must be followed

Tunnels and Shafts L L Y OSHA Procedures & VA Confined

Space Policy must be followed

Identify Hazards Evaluator Is Hazard Likely?

H-M-L

Severity H-M-L

Mitigation Needed?

Y/N Mitigation Strategies

Mitigation Strategies

Implemented?

Comments

Process Safety Management - Piping Systems

L L Y Coordination with VA for affects on existing systems

Cranes and Hoists M H Y Rigging Plan to be approved by VA.

Preventative maintenance logs required on site

Steel Erection M H Y OSHA procedure to be followed

Fall Protection H H Y OSHA procedure to be followed

Scaffolds M M Y OSHA procedure to be followed

Ladders M M Y OSHA procedure to be followed

Vapors/Fumes L L Y Anything that may introduce vapor fumes to interior of Medical Center must be coordinated with VA prior to commencement

Noise M L Y Any work causing noise to interior Of Medical

Center must be coordinated with VA

Identify Hazards Evaluator Is Hazard Likely?

H-M-L

Severity H-M-L

Mitigation Needed?

Y/N Mitigation Strategies

Mitigation Strategies

Implemented?

Comments

Vibration L L Y Any work causing vibration to interior Of

Medical Center must be coordinated with VA

Open Outside Walls L M N All site security deficiencies that may be introduced must be coordinated with VA

Impact to Levels Above and Below

L M Y Coordinate with VA prior to impact to facility

Proximity of Air Intakes

M M Y Relocation of Intake

4. Coordinate air filter maintenance with Operations. approved disinfectant and dry before replacement. 6. Maintain negative pressure in construction area.

5. Contain area to one room with walls from floor to ceiling. 12. Use only designated elevators (e.g. utility) for debris removal.

Class IV In Addition to Class I, II, and III Precautions Above:

Water lines flushed at site & adjacent areas.

3. Transportation route or storage for clean supplies not 2. Install dust partitions (including work in ceilings) prior to start.

near contaminated materials Partitions must be well-sealed from floor to ceiling. Vent system cleaned & balanced after completion of

(Solid Wall) construction.

2. Educate VA staff regarding construction activity. 4. Mist debris-removal chutes & dumpsters.

10. Remove and replace wet ceiling tiles if the porous type.

3. Block & seal air vents before starting. (1C22 and 1C24) 5. Assure adjacent air filtering systems are functioning.

11. If ceiling tiles are nonporous, remove and clean with hospital

Class II In Addition to Class I Precautions: 8. Wet mop area daily & place "tack" mats at all entrances/exits.

Refresh tack mats frequently (at least daily). 3. Remove dust partitions carefully to minimize spread of Construction area thoroughly wet mopped and disinfected.

1. Consult Infection Control Nurse prior to beginning work. dust & dirt.

9. Use HEPA vacuum to capture dust during dust-producing work. Check room temperatures and adjust if needed.

6. Close non-access doors and duct tape frames and doors.

1. Consult Infection Control Nurse

7. Transport debris in covered containers that are wiped down.

2. Relocate patients to area remote from construction area.

Infectious Control Construction Precautions

Class I 1. Execute work by methods to minimize raising dust. 4. Worker traffic routes should minimize contact with patients. Class III In Addition to Class I and II Precautions Above:

(inside and outside)

2. Immediately replace ceiling tiles removed for inspection. 5. Minimize exposure of patients to construction and maintenance. 1. Consult Infection Control Nurse prior to beginning work. Prior to Patient Occupancy:

B) CONSTRUCTION ACTIVITY TYPES:

Type A Inspection and Non-Invasive Activities, includes but is not limited to, manipulation of ceiling tiles, painting (but not sanding), wallcovering, electrical trim work, minor plumbing, installation of telephone and computer cabling, and activities which do not (1) generate dust or (2) require cutting of walls.

Type B Small scale, short duration activities which create minimal dust. Includes, but is not limited to,

(1) access to chase spaces, (2) cutting of walls or ceilings, where dust migration can be controlled.

Type C Any work which generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies. Includes, but is not limited to,

(1) sanding of walls for painting or wall covering, (2) removal of floorcoverings, (3) multiple ceiling panels and (4) casework, (5) new wall construction, (6) minor duct work or (7) electrical work above ceilings, (8) major cabling activities, and

(9) any activity which can be contained within a single workshift.

Type D Major demolition and construction projects. Includes, but is not limited to, (1) activities which require consecutive work shifts,

(2) requires heavy demolition or (3) removal of a complete cabling system, (4) new construction.

and (5) any activity which cannot be contained within a single workshift.

STEP 3: Determine Class of Precautions Using Matrix Below:

CONSTRUCTION ACTIVITY/INFECTION CONTROL MATRIX TO DETERMINE CLASS

** ICN must be consulted when the assessment indicates that Class II, III, or IV precautions are required.

Infection Control Risk Assessment for Construction

Project Name / EWO Description: EHRM INFRASTRUCTURE UPGRADES DATA CENTER Project # / EWO # 575-221

Location of Activity: Start Date: Estimated Duration:

Project Manager: Contractor: ICN:

Project Manager Phone #: Contractor Phone #: ICN Phone #: ext.

STEP #1: Select Risk Group Below and Mark Bottom of Column

A) INFECTION CONTROL RISK GROUPS

Cardiology Pharmacy (In & Out Patient) Sterile Processing

Decontamination PT / OT Ambulatory Medicine Unit (2 West)

Dental Public Corridor (patient activity) Cardiac Cath/Angiography

Distribution Pulmonary / Bronchoscopy Dialysis Unit

G.I. Lab Telemetry Pharmacy IV Prep (Inpatient)

Hoptel

STEP #2: Select Activity Type Below:

Group 0 Group 1 Group 2 - Medium Risk Group 3 - Medium High Risk

Lowest Risk Low Risk Laboratories Imaging Emergency Room (ECU)

Nonmedical Office Areas 3 West Laundry Post Anesthesia Care associated spaces (associated with Acute Medicine (2 East, 2 North) Nuclear Medicine All ICUs

(no patient patient activity) B.2 Out Patient Clinics activity) B.3 Inpatient Mental Health Ward Out Patient Surgery Group 4 - Highest Risk

Canteen Kitchen Patient Kitchen & Dining All OR's

Construction Activity Type

Risk Level Type "A" Type "B" Type "C" Type"D"

Group 0 Refer to OSHA Requirements Refer to OSHA Requirements II II

Group 1 I I II III

Group 2 I II III IV

Group 3 I II III / IV IV

Group 4 II III III / IV IV

Safety Officer Review: ____________________________________ Date: _______________

Additional Assessment Notes :

Assessment Performed by: ________________________________ Date: ________________

Lacking a code complying fire or smoke barrier NO

Fire exit stairs discharge improperly

NO

Excessive travel distance to an approved exit NO

Lack of two remote exits

NO

Nonconforming building construction type

NO

Improperly protected vertical openings

NO

Large penetrations in fire or smoke barriers

NO

Corridor walls do not extend to the structure (or to drop ceiling smoke seal)

NO

Taking a fire alarm system off-line

NO

Taking a sprinkler system off-line

NO

Disconnecting alarm devices

NO

Other

Hazardous areas not properly protected

NO

Blocking off an approved exit

NO

Rerouting emergency room traffic

NO

Major renovation of an occupied floor

YES X X X X X X X X X X X

Replacing fire alarm system (out of service) > 4 hrs.

/ 24 hr. period

NO

Installing a sprinkler system (out of service) > 4 hrs.

/ 24 hr. period

NO

Significantly modifying smoke or fire barrier walls

NO

Adding an addition to an existing structure

YES X X X X X X X X X X X

INTERIM LIFE SAFETY MEASURES ASSESSMENT

Project Name and Number:

EHRM

INFRASTRUST

URE

UPGRADES

DATA

CENTER -

575-221

Y E

S /N

O

A

N o ti fy

E m e rg e n c y F o rc e s

Im p le m e n t

F ir e W a tc h

B

P o s t s ig n a g e i d e n ti fy in g lo c a ti o n o f a lt e rn a te e x it s

C

S p e c ia l m e a s u re

D

In s p e c t e x it s i n a ff e c te d a a d a ily

E

E n s u re f ir e a la rm a n e te c ti o n s y s te m s o r e q u iv a le n t

F

A d d it io n a l fi re

-f ig h ti g q u ip m e n t

G

T e m p o ra ry c o n s tr u c ti o b a rr ie rs

H

H a z a rd s u rv e ill a n c e o f b ld g s g ro u n d s e q u ip m e n t

I) E n fo rc e s to ra g e h s k p in g a n d d e b ri s r e m o v a l

J

A d d it io n a l tr a in in g o n u s e o f fi re

-f ig h ti n g e q u ip m e n t.

K

C o n d u c ti n g

A d d it io n a l F ir

D ri lls

P e r

S h if t in

A a

L

In s p e c t, T e s t, D o c u m e n t te m p o ra ry s y s te m s m o n th ly

M

E d u c a ti o n o f b ld g d e fs c o n s tr u c ti o n h a z a rd s

IL

S

M s

N

T ra in in g f o r im p a ir tr u c tu ra l o r c o m p a rt m e n ta l fi re s a fe ty f e a tu re s

Patient room door latching problem

NO

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:3

P

M

CS002

RISK ASSESSMENT EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

YES__ NO__ NA__

a. The site positions information system components within the facility to minimize potential damage from physical and environmental hazards.

Construction Standards for New and Existing Areas

Containing Information Systems Equipment and/or Wiring

Construction

Documents

Compliant

THESE STANDARDS APPLY TO THE FOLLOWING: COMPUTER ROOMS, TELEPHONE SWITCH ROOMS,

COMMUNICATIONS/DATA CLOSETS CONTAINING IT EQUIPMENT AND/OR WIRING

1 Physical Access

YES__ NO__ NA__

a. Windows with access to facilities that contain information systems, below 12 m (40 ft.) from ground level or the roof of a lower abutment, or less than 7.5 m (25 ft.) from windows of an adjoining building, or accessible by a building ledge leading to

YES__ NO__ NA__

j. Electronic (magnetic) locking systems include a “request to exit” sensor and a “push to exit” manual lock release switch.

YES__ NO__ NA__

k. Interstitial (space between two parts or areas) overhead areas, which may enable entry into a secure room from an unsecured room, must be barricaded by the installation of a suitably secure partition which prevents “up and over” access.

YES__ NO__ NA__

l. Interstitial areas beneath raised floors, which may enable entry into a secure room from an unsecured room, must be barricaded by the installation of a suitably secure partition which prevents access.

YES__ NO__ NA__

m. Ventilation grills on doors and air circulation ducts that exceed 0.06 m2 (100 square inches) and may enable entry into a secure room from an unsecured room must be reinforced to prevent their removal from outside the room.

YES__ NO__ NA__

n. Other possible access means, such as dumbwaiter shafts, roof or wall ventilator housings, trapdoors, etc., shall be secured by appropriate means.

YES__ NO__ NA__

o. Room door lock keys and day lock combinations must NOT be mastered (as defined in VHA Supplement, MP-3, Part I, Chapter 2, Maintenance and Operations).

2 Intrusion Detection

YES__ NO__ NA__

b. Windows that require security mesh screening, the security screen mesh consists of #304 stainless steel woven mesh 0.7 mm (0.028 in.) wire diameter, with tensile strength of 15 kg/mm (800 pounds per lineal inch).

YES__ NO__ NA__

c. Doors to data communications areas containing information systems equipment and/or wiring shall be 45 mm (1-3/4 in.) solid core hardwood or hollow steel construction.

YES__ NO__ NA__

d. Dutch (a door divided horizontally such that the bottom half may remain shut while the top half opens) or half doors are not permitted in data communications areas containing information systems equipment and/or wiring.

YES__ NO__ NA__ e. Removable hinge pins on door exteriors shall be retained with set pins or spot-welded, preventing their removal.

YES__ NO__ NA__

f. Where mechanical lock systems are used, installed lock sets allow for single motion egress (user must make only one motion in order to open a door, typically by turning a knob or pushing a lever or attached bar) to exit.

YES__ NO__ NA__

g. For glass doors or doors with glass panes that have mechanical lock systems and are NOT set in steel frames, one of the two locks a jimmy proof rim dead lock.

YES__ NO__ NA__

h. Doors that have mechanical lock systems shall be fitted with a lock that is contained within the door, NOT attached to the surface of the door.

YES__ NO__ NA__

i. For doors that have mechanical lock systems, the day lock on the main door shall be automatically locking, with a minimum 19 mm (3/4 in.) dead bolt and inside thumb latch.

YES__ NO__ NA__ a. There must be an intrusion detection system.

YES__ NO__ NA__

b. The intrusion detection equipment must operate on principles OTHER THAN narrow beam interception, door contacts, microwave, or photoelectric eye.

YES__ NO__ NA__

c. The intrusion detection equipment must have both an internal, automatic charging DC standby power supply and a primary AC power operation.

YES__ NO__ NA__

d. The intrusion detection equipment must have a remote, key operated activation/deactivation switch installed outside the room and adjacent to the room entrance door frame and/or a central alarm ON-OFF control in the security guard office.

YES__ NO__ NA__ e. The intrusion detection equipment must have an automatic reset capability following intrusion detection.

YES__ NO__ NA__

f. The intrusion detection equipment must have a local alarm level of 80 dB (min) to 90 dB (max) within the configuration of the protected area?

YES__ NO__ NA__

g. The intrusion detection equipment must have an integral capability for the attachment of wiring for remote alarm and intrusion indicator equipment (visual or audio)?

YES__ NO__ NA__ h. The automatic emergency lighting system must properly cover emergency exits and evacuation routes.

5 Fire Safety/Security

YES__ NO__ NA__

a. The area containing information systems must employ fire detection devices/systems that activate in the event of a fire.

YES__ NO__ NA__ b. The area containing information systems must employ fire extinguishers in accordance with site policy.

YES__ NO__ NA__ c. Fire extinguishers must be in obvious locations and easily accessible.

6 Temperature/Humidity

3 Electrical Safety/Security

YES__ NO__ NA__ a. The area containing information systems must have an emergency electrical shutoff switch.

YES__ NO__ NA__ b. The emergency shutoff switch shall be easily located and in plain sight.

YES__ NO__ NA__ c. The emergency shutoff switch shall be protected by a plastic cover to prevent accidental activation.

YES__ NO__ NA__ d. The site shall provide a long-term alternate power supply for the information system.

YES__ NO__ NA__ e. The site must consistently provide an emergency power capability for the information system on an ongoing basis.

YES__ NO__ NA__

f. The site must provide a short-term uninterruptible power supply (UPS) to facilitate an orderly shutdown of the information system in the event of a primary power source loss.

YES__ NO__ NA__ g. The site must employ an automatic emergency lighting system that activates in the event of a power outage.

YES__ NO__ NA__ a. Temperature and humidity sensors must exist in areas containing information systems.

7 Water damage/security

YES__ NO__ NA__ a. No water pipes may be located in the ceiling above the information system.

YES__ NO__ NA__ b. No bathrooms, kitchens, or other facilities with running water may be positioned above the information system.

YES__ NO__ NA__

c. Facilities that contain information systems must have a raised or false floor, and water sensors located below the floor.

8 Location of information systems

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:3

P

M

CS003

IT SECURITY CHECKLIST EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

ROOM DESIGNATION

DOOR DESIGNATION

WINDOW DESIGNATION

A1.1

ELEVATION, (VIEW)

ELEVATION, (DATUM)

NORTH ARROW

A101

1 SIM

DETAIL

1 1/8" = 1'-0"

View NameDRAWING TITLE

STANDARD SYMBOLS

1REVISION DESIGNATION

GRID HEAD

MATCH

PROPERTY

GRID

HIDDEN

REMOVAL

OVERHEAD

LINE TYPES

NORTH

ARCHITECTURAL MATERIALS

GYPSUM BOARD CEILING / WALL

LAY-IN ACOUSTICAL CEILING

STEEL STUD

CONCRETE

PLYWOOD (SECTION)

MASONRY WALL

TEMPORARY WALL

A

101A

Name

ROOM CODE

Room Number 150 (Desired Area )

COMMENT

RIGID INSULATION

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE UNIFIED FACILITIES CRITERIA (UFC) AND THE

INTERNATIONAL BUILDING CODE (2021 EDITION), NFPA 101 (2021 EDITION) AND ALL LOCAL

CODES, INCLUDING ANY AND ALL COVENANTS, RULES AND REGULATIONS ADOPTED BY THE US

DEPARTMENT OF VETERANS AFFAIRS. INCLUDING BUT NOT LIMITED TO THE VA FIRE

PROTECTION DESIGN MANUAL 2021.

2. COORDINATION OF WORK: THE GENERAL CONTRACTOR SHALL COMPARE ARCHITECTURAL

SPECIFICATIONS AND DRAWINGS WITH MECHANICAL AND ELECTRICAL SPECIFICATIONS AND

DRAWINGS. IF THERE ARE ANY DISCREPANCIES BETWEEN THEM, HE SHALL REPORT THE SAME

TO THE ARCHITECT IN WRITING AND OBTAIN FROM THE ARCHITECT WRITTEN INSTRUCTIONS

FOR NECESSARY CHANGES.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND DIMENSIONS AND

CONDITIONS AT THE SITE.

4. ALL MATERIALS SHALL BE NEW (U.N.O.) AND BOTH MATERIALS AND WORKMANSHIP SHALL BE OF

BEST QUALITY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY, SECURITY AND PROTECTION IN AND

AROUND THE JOB SITE AND ADJACENT PROPERTIES (IF APPLICABLE).

6. ALL DETAILS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE. CONSTRUCTION

NOT SPECIFICALLY SHOWN SHALL BE ACCOMPLISHED AS PER MINIMUM REQUIREMENTS OF THE

UNIFIED FACILITIES CRITERIA (UFC) AND THE INTERNATIONAL BUILDING CODE (2021 EDITION)

AND NFPA 101 (2021 EDITION).

7. THE CONTRACTOR SHALL REVIEW, APPROVE AND VERIFY ALL SHOP DRAWINGS, PRODUCT

DATA, SAMPLES AND SIMILAR SUBMITTALS TO ASSURE THEY COMPLY WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS. SHOP DRAWINGS, PRODUCT DATA, SAMPLES,

AND SIMILAR SUBMITTALS SUBMITTED TO THE ARCHITECT WHICH HAVE NOT BEEN REVIEWED,

APPROVED, VERIFIED, STAMPED AND SIGNED BY THE GENERAL CONTRACTOR WILL BE

RETURNED TO THE GENERAL CONTRACTOR WITHOUT ACTION BY THE ARCHITECT. THE

ARCHITECT WILL REVIEW THE SHOP DRAWINGS FOR GENERAL CONFORMANCE WITH THE

DESIGN CONCEPT. THIS REVIEW BY THE ARCHITECT SHALL NOT BE CONSTRUED AS APPROVAL.

THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS AND OMISSIONS

IN SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY THE ARCHITECT'S

REVIEW.

JOSEPH L.

PURCELL III

13436330-0301

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

A u to d e s k D o c s /2

G ra n d J u n c ti o n V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s

D a ta

C e n te r/ E

H R

M I n fr a s tr u c tu re U p g ra d e s

D a ta

C e n te r G ra n d

J u n c ti o n

A rc h M o d e l.

rv t -F e b -2

:3

:4

P

M

CS004

GENERAL NOTES, SYMBOLS,

ABBREVIATIONS

EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

06 FEB 2024 TP CJK

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

06 FEB 2024

ABBREVIATIONS/ACRONYMS

A.B. anchor bolt

A/C air conditioning

ABV above

ADA americans with disabilities act

ADD'L additional

AFF above finished floor

ALT alternate

ALUM aluminum

ANOD anodized

ANSI american national standards institute

APPR approved

APPROX approximate

ARCH architect(ural)

ASPH asphalt

AUTO automatic

BD board

BLDG building

BLK block

BO bottom of ________

BRG bearing

BSMT basement

BTWN between

CF cubic foot

CG center of gravity

CI cast iron

CJ construction joint

CL center line or column line

CLG ceiling

CLR clear(ance), category of logistical responsibility

CMU concrete masonry unit

COL column

CONC concrete

CONST construction

CONT continuous, continue

CPT carpet

CRS course(s)

CSMT casement

CY cubic yard

DE door elevation

DET detail

DF drinking fountain

DF-L douglas fir

DIA diameter

DIM dimension

DIV division

DL dead load

DOD department of defense

DPR dispenser

DR door

DWB deformed weldable bar

DWG drawing

E east

EA each

EJ expansion joint

ELEC electrical

ELEV, EL elevation

EMT electrical metallic tubing

EN edge nail

EQ equal

EQUIP equipment

EST estimate

EX existing

EXP expansion

EXT extinguisher f'c concrete 28 day strength f'm masonry strength

FD floor drain

FDN foundation

FE fire extinguisher

FEC fire extinguisher cabinet

FGL fiberglass

FHS fire hose station

FIN finish(ed)

FIN. FLR finished floor elevation

FP fireplace

FRT fire-retardant treated

FS footing step

FT feet

FTG footing

GA gage, guage

GALV galvanized

GB grab bar

GD grade(ing)

GF government furnished

GI government installed

GL glass

GLB glue laminated timber beam

GYP. BD. gypsum wall board

HAS headed anchor stud

HB hose bib

HC hollow core

HCAP handicap

HD holdown

HDR header

HDWR hardware

HM hollow metal

HOR horizontal

HR hour

HRDWD hardwood

HT height

HTG heating

HVAC heating/ventilating/air cond.

HWH hot water heater

ID inside diameter

INCL include(d), (ing)

INSUL insulate(d), (ion)

INT interior

JSN joint schedule number

JT joint

LAM laminate(d)

LAV lavatory

LF linear feet

LH left hand

LL live load

LP low pressure

LTL lintel

LVL laminated veneer lumber

LW lightweight

MAS masonry

MAT'L material(s)

MAX maximum

MB machine bolt

MBR member

MC medicine cabinet

MECH mechanic(al)

MED medium

MFR manufacture(r)

MIN minimum

MISC miscellaneous

MLB microllam beam

MMB membrane

MO masonry opening

MTL metal

MULL mullion

N north

NIC not in contract

No. number

NOM nominal

NTS not to scale

O.C. on center

OD outside diameter

OH overhead

OPG opening

OPP opposite

OPT optimum

PBD particle board

PCB polychlorinated biphenyls

PL plate

PNL panel

PSI pounds per square inch

PSIG pounds per square inch gauge

PT pressure treated or post tension

PTD painted

PTN partition

QTY quantity

R riser(s), radius

RAD radius

REA Rand Eardley & Associates

REINF'D reinforced

REQ'D required

REV revised

RM room

RO rough opening

S south

S.S. stainless steel

SCHED schedule(ed)

SECT section

SF square feet

SHT sheet

SIM similar

SPEC specifications

SQ square

STD standard

STG storage

STRUC structure(al)

SW shear wall

T tread(s)

T.O. top of ________

TC top of curb

TYP typical

UL underwriters laboratories

UNO unless noted otherwise

VB vapor barrier

VCT vinyl composition tile

VERT vertical

W west

W/ with

W/O without

WC water closet

WD wood

WF wide flange

WP water proof(ing)

WR water repellant

WS wall step

WSCT wainscot

WWF welded wire fabric

2021 IECC

CLIMATE ZONE 5B INSULATION REQUIREMENTS

ROOFS - INSULATION ENTIRELY ABOVE ROOF DECK: R-30CI

• (8) 1"LAYERS OF R-4 EXPANDED POLYSTYRENE = R-32

• (6) 1" LAYERS OF R-5 EXTRUDED POLYSTYRENE = R-30

• (4) 1" LAYERS OF R-7.5 FOIL-FACE POLYISOCYANRUATE = R-30

WALLS ABOVE GRADE - MASS: R-11.4CI

• (3) 1" LAYERS OF R-4 EXPANDED POLYSTYRENE = R-12

• (3) 1" LAYERS OF R-5 EXTRUDED POLYSTYRENE = R-15

• (2) 1" LAYERS OF R-7.5 FOIL-FACE POLYISOCYANRUATE = R-15

WALLS ABOVE GRADE - METAL FRAMED R-13 + R-10CI

• 4" FIBERGLASS BATT = R-16

• (3) 1" LAYERS OF R-4 RIGID = R-12

• (3) 1" LAYERS OF R-4 EXPANDED POLYSTYRENE = R-12

WALLS BELOW-GRADE: R-7.5CI

• (2) 1" LAYERS OF R-4 EXPANDED POLYSTYRENE = R-8

• (2) 1" LAYERS OF R-5 EXTRUDED POLYSTYRENE = R-10

• (2) 1" LAYERS OF R-7.5 FOIL-FACE POLYISOCYANRUATE = R-15

SLAB-ON-GRADE FLOORS - UNHEATED SLABS: R-15 FOR 24" BELOW

• (4) 1" LAYERS OF R-4 EXPANDED POLYSTYRENE = R-16

• (3) 1" LAYERS OF R-5 EXTRUDED POLYSTYRENE = R-15

• (2) 1" LAYERS OF R-7.5 FOIL-FACE POLYISOCYANRUATE = R-15

FIXED FENESTRATIONS: U-36 MIN.

16 APR 2025

F.E.F.E.C.

F .E

.C

NEW GATE LOCATION,

SEE CIVIL DRAWINGS

FOR ADDITIONAL

INFORMATION

JOSEPH L.

PURCELL III

13436330-0301

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

A u to d e s k D o c s /2

G ra n d J u n c ti o n V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s

D a ta

C e n te r/ E

H R

M I n fr a s tr u c tu re U p g ra d e s

D a ta

C e n te r G ra n d

J u n c ti o n

A rc h M o d e l.

rv t -F e b -2

:3

:4

P

M

CS005

ARCHITECTURAL LOCATION PLAN EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

06 FEB 2024 TP CJK

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

06 FEB 2024

NORTH 1" = 50'-0"1

ARCHITECTURAL SITE PLAN

0' 25' 50' 100' 200'

GRAPHIC SCALE 1" = 50'-0"

F

MM MM

MM MM

MM MM MM R

CM

R

UPF.E.

F.E.C.

F .E

.C

F.E.

F.E.

AB

C

D

228.71 ft²

4 WORK STATIONS /

STORAGE (SRE01)

295.34 ft²

RECEPT / 2 WORK

STATIONS

192.77 ft²

4 WORK STATIONS

105B

181.24 ft²

TELE. / ELEC.

1,153.24 ft²

MAIN COMPUTER

ROOM (MCR)

212.26 ft²

ENTRY ROOM

147.24 ft²

OFFICE / OIT CHIEF

196.52 ft²

4 WORK STATIONS

105A

315.52 ft²

CORRIDOR

/2

6'

5'

/2

0"

51' - 0"

11' - 11 1/2" 25' - 9" 13' - 3 1/2"

ADDITION

51' - 0"

A D

D

IT

IO

N

/2

71' - 3"

16 sec

EXIT

7' - 5 3/4"

5'

D E

A D

-E N

D C

O R

R

ID

O R

5' - 0"

NOT IN SCOPE

RM 1426A

NOT IN SCOPE

CORR 1429

NOT IN SCOPE

RM 1425

NOT IN SCOPE

RM 1419

NOT IN SCOPE

STAIR 5

RM 1428

EXIT

NOT IN SCOPE

08.01

28' - 9"

7 sec

36' - 9"

8 sec

10.02

D

IA

G O

N A

L D

IS

TA

N C

E

EXIT SEPERATIO

N DISTANCE

26' - 9 13/16"

08.01

08.01

01.05

10.01

10.03

07.30

07.30

LIFE SAFETY EGRESS PATH

EXISTING 2-HOUR RATED FIRE BARRIER WALL

LIFE SAFETY PLAN LEGEND

TRAVEL DISTANCE TO PORTABLE FIRE EXTINGUISHER

1-HOUR RATED FIRE BARRIER WALL

LIFE SAFETY PLAN GENERAL NOTES

1. ALL CORRIDOR WALLS EXTEND TO UNDERSIDE OF STRUCTURE AND ARE SEALED TO

PREVENT THE PASSAGE OF SMOKE.

2. ALL TEMPORARY CONSTRUCTUION BARRIERS SHALL MAINTAIN EMERGENCY EGRESS

ROUTES THROUGHOUT CONSTRUCTION PROCESS.

3. TO CONFORM WITH STATION POLICY SOP 575-138-1042, CONTRACTOR’S SITE

SUPERVISOR SHALL IDENTIFY ALL FIREWALL AND SMOKE PARTITIONS PRIOR TO

STARTING WORK AND REQUEST FROM THE COR A PERMIT AUTHORIZING THE WORK.

THIS REQUIREMENT MUST BE COMMUNICATED TO ALL CONTRACTOR PERSONNEL AND

SUBCONTRACTORS THAT WORK ON THE PROJECT. AT THEN END OF EACH WORK DAY,

CONTRACTOR’S SITE SUPERVISOR SHALL PERFORM AN INSPECTION TO ENSURE THAT

ANY FIREWALL AND/OR SMOKE PARTITION PENETRATIONS HAVE BEEN PROPERLY

REPAIRED, AND MAKE ANY NECESSARY REPAIRS BEFORE LEAVING THE SITE. WHEN

WORK ON THE FIRE/SMOKE BARRIERS IS COMPLETE, CONTRACTOR MUST REQUEST AN

INSPECTION FROM THE COR TO CLOSE OUT THE PERMIT. CONTRACTOR IS

RESPONSIBLE FOR SCHEDULING THE INSPECTION BEFORE THE WORK IS COVERED.

CONTRACTOR WILL BE REQUIRED TO UNCOVER UNINSPECTED WORK AND REPLACE IT

AT NO COST TO THE GOVERNMENT.

4. CONTRACTOR TO MAINTAIN CONTINUITY OF ALL FIRE RATED ASSEMBLIES BY ENSURING

ALL PENETRATIONS ARE TREATED WITH PRODUCTS LISTED FOR THE APPROPRIATELY

RATED CONDITION. PRODUCTS SHOULD BE APPROVED BY THE FACILITY. THE GRAND

JUNCTION VA PREFERS THE USE OF 3M FIRE PROTECTION PRODUCTS OR EQUIVALENT.

1,316.74 ft²

ADDITION AREA

1,653.49 ft²

EXISTING BLDG 34

GROSS SQ. FT.

ADDITION AREA

EXISTING BLDG 1

EXISTING BLDG 34

NOT IN SCOPE

361.71 ft²

EXISTING BLDG 1

1,185.47 ft²

ADDITION AREA

1,566.23 ft²

EXISTING BLDG 34

310.64 ft²

EXISTING BLDG 1

NET SQ. FEET

ADDITION AREA

EXISTING BLDG 1

EXISTING BLDG 34

NOT IN SCOPE

NFPA 101 CODE ANALYSIS

CHAPTER 4 GENERAL

4.4.2 PRESCRIPTIVE BASED OPTION

CHAPTER 6 CLASSIFICATION OF OCCUPANCY AND HAZARD CONTENTS

CHAPTER 38 NEW BUSINESS OCCUPANCIES

CHAPTER 39 EXISTING BUSINESS OCCUPANCIES

NFPA 5000 TABLE 7.4.1

ALLOWABLE AREA: 23,000 SF

ALLOWABLE HEIGHT: 75 FT

MAX STORIES: 5

CONSTRUCTION - TYPE II (000) (NFPA 220 TABLE 4.1.1)

FIRE RESISTANCE FOR BUILDING ELEMENTS (TABLE 8.2.1.2):

BUILDING ELEMENT RATING REQ'D PROVIDED

EXTERIOR BEARING WALL: 0 HR 0 HR

INTERIOR BEARING WALL: 0 HR 0 HR

COLUMNS:

• TUBE STEEL: 0 HR 0 HR

BEAMS, GIRDERS, TRUSSES: 0 HR 0 HR

FLOOR CONSTRUCTION: 0 HR 0 HR

ROOF CONSTRUCTION: 0 HR 0 HR

EXTERIOR NON-BEARING WALL: 0 HR 0 HR

6.2 HAZARD OF CONTENTS: LOW HAZARD

CHAPTER 7 MEANS OF EGRESS

OCCUPANT LOAD (7.3.1.2): 150 SF / OCC

OCCUPANT COUNT: 3062 SF / 150 = 21 OCC

TOTAL OCCUPANTS: 21

EGRESS CAPACITY (7.3.3):

• STAIRWAYS: NA

• DOORS: 32" MIN CLEAR WIDTH PER LEAF

• CORRIDORS: 36" MIN

NUMBER OF MEANS OF EGRESS (7.4): 2 REQ'D, 2 PROVIDED

ARRANGEMENT OF MEANS OF EGRESS (7.5):

• DEAD END CORRIDORS (38.2.5.3): 50 FT MAX

• COMMON PATH OF TRAVEL (38.2.5.3.1): 100 FT MAX

• TRAVEL DISTANCE (38.2.6.3): 300 FT MAX

• CORRIDORS WITH SPRINKLER SYSTEM (38.3.6.1): NO RATING

• OPENINGS: NO RATING

• ENCLOSURE AND PROTECTION OF STAIRS (7.2.2.5): NA

• VERTICAL OPENINGS: NA

• FLOOR SMOKE BARRIERS (8.6.1): NA

• SHAFTS (8.6.5): NA

FIRE DOORS AND WINDOW (TABLE 8.3.4.2):

• ELEVATOR HOISTWAYS: NA

• STAIRWAYS: NA

• 1-HR FIRE BARRIERS: 3/4 HR

• 2-HR FIRE BARRIERS: 1-1/2 HR

• SMOKE BARRIERS: 1/3 HR

CHAPTER 9 FIRE PROTECTION SYSTEMS

FIRE SPRINKLER SYSTEM TO BE PROVIDED PER 903.1

HAZARDOUS AREAS (38.3.2): NONE

BUILDING CODE ANALYSIS

PROJECT NAME: GJVA EHRM DATA CENTER

ADDITIONS AND LEVEL 3 ALTERATIONS

CODE YEAR: 2021

BUILDING DATA

STORY: 1

EXISTING: BLDG 34 DATA CENTER = 1649 SF

ADDITION: MAIN COMPUTER ROOM = 1317 SF

TOTAL AREA = 2966 SF

BUSINESS OCCUPANCY

SPRINKLER TYPE: NFPA 13

TYPE OF CONSTRUCTION: II (000)

HIGH RISE: NO

PLUMBING - ALL LOCATED ADJACENT BUILDING 1

REQUIRED PLUMBING FIXTURES

FIXTURES BY FLOOR

STORY: 1

OCCUPANCY GROUP: B

OCCUPANCY LOAD: 23

WATER CLOSETS:

• MALE: 1

• FEMALE: 1

LAVATORIES:

• MALE: 1

• FEMALE: 1

BATHTUBS AND SHOWERS: 0

DRINKING FOUNDTAINS: 1

FIXTURE RATIO

WATER CLOSETS:

• MALE: 1 PER 25 FOR FIRST 50 AND 1 PER 50 FOR REMAINDER EXCEEDING 50

• FEMALE: 1 PER 25 FOR FIRST 50 AND 1 PER 50 FOR REMAINDER EXCEEDING 50

LAVATORIES:

• MALE: 1 PER 40 FOR FIRST 80 AND 1 PER 50 FOR REMAINDER EXCEEDING 80

• FEMALE: 1 PER 40 FOR FIRST 80 AND 1 PER 50 FOR REMAINDER EXCEEDING 80

BATHTUBS AND SHOWERS: 0

DRINKING FOUNTAINS: 1 PER 100

JOSEPH L.

PURCELL III

13436330-0301

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

NS

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

A u to d e s k D o c s /2

G ra n d

J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/ E

H R

M I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r

G ra n d

J u n c ti o n

A rc h

M o d e l.

rv t

/7 /2

:2

:1

P M

LP101

FIRST FLOOR LIFE SAFETY PLAN

AND BUILDING ANALYSIS

EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

06 FEB 2024 TP CJK

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

06 FEB 2024

NORTH 1/4" = 1'-0"3

1ST FLOOR LIFE SAFETY PLAN

NORTH 1/16" = 1'-0"1

1ST FLOOR GROSS AREA PLAN

AREA - GROSS SQUARE FEET

AREA NAME AREA

ADDITION AREA 1,316.74 ft²

EXISTING BLDG 1 361.71 ft²

EXISTING BLDG 34 1,653.49 ft²

TOTAL GROSS

AREA

3,331.94 ft²

APPROVED STATE BUILDING CODES

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 EXISTING BUILDING CODE

2021 NFPA 101

2021 NFPA 220

2021 NFPA 5000

0' 2' 4' 8' 16'

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

1'

0' 8' 16' 32' 64'

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

4'

NORTH 1/16" = 1'-0"2

1ST FLOOR NET AREA PLAN

AREA - NET SQUARE FEET

AREA NAME AREA

ADDITION AREA 1,185.47 ft²

EXISTING BLDG 34 1,566.23 ft²

EXISTING BLDG 1 310.64 ft²

TOTAL NET AREA 3,062.34 ft²

NOTE: TEMPORARY EGRESS ROUTES DURING CONSTRUCTION

WILL BE BASED ON CONSTRUCTION PHASING, YET TO BE

DETERMINED

KEYED NOTES

01.05 EXTERIOR AREA OF ASSISTED RESCUE

07.30 MAINTAIN CONTINUITY OF EXISTING FIRE RATED WALL ASSEMBLY BY

PROVIDING A RATED JUNCTION BOX ASSEMBLY

08.01 INSTALL ADA COMPLIANT DOOR OPENER AND PUSH BUTTON FOR

ACCESSIBILITY

10.01 RECESSED FIRE EXTINGUISHER CABINET, MINIMUM 27" (H) x 12" (D) x 8" (W), WITH CLASS A 2.5 GALLON PRESSURIZED WATER EXTINGUISHER, LABELED

CLASS A, WITH MARKINGS THAT MEET NFPA 10 STANDARDS, INSTALLED SO

THAT TOP OF EXTINGUISHER IS NO MORE THAN 5' ABOVE FINISHED FLOOR

10.02 WALL MOUNTED TYPE C 5 LB. PORTABLE FIRE EXTINGUISHER, LABELED

CLASS C, WITH MARKING THAT MEET NFPA 10 STANDARDS, INSTALLED SO

TOP OF EXTINGUISHER IS NO MORE THAN 5' ABOVE FINISHED FLOOR

10.03 RECESSED FIRE EXTINGUISHER CABINET, MINIMUM 27" (H) x 12" (D) x 8" (W), WITH CLASS C 2.5 GALLON CLEAN AGENT EXTINGUISHER, LABELED CLASS C, WITH MARKINGS THAT MEET NFPA 10 STANDARDS, INSTALLED SO THAT TOP

OF EXTINGUISHER IS NO MORE THAN 5' ABOVE FINISHED FLOOR

L 1DP1

P

CONTRACTOR

STAGING

AREAS

CONTRACTOR IS RESPONSIBLE TO PROTECT IN

PLACE FOUR 4 BY 4 POSTS DURING CONSTRUCTION.

IF ANY DAMAGE OCCURS DURING CONSTRUCTION,

CONTRACTOR IS RESPONSIBLE TO REPLACE THE

POSTS. CONTRACTOR IS RESPONSIBLE TO PROVIDE

PICNIC BACK TO VA DURING CONSTRUCTION.

KEEP FENCING A MINIMUM OF 6 INCHES

AWAY FROM EXISTING SITE LIGHTING.

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:4

P

M

HA101

GENERAL INFORMATION SITE

PLAN

EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

NORTH 1" = 30'-0"F1

GENERAL INFORMATION SITE PLAN

AB

C

D

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:4

P

M

HA102

1ST FLOOR ASBESTOS

ABATEMENT PLANS

EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

1 REFER TO SPECIFICATION SECTION 02 82 11 FOR PROCEDURES. PREPARE ALL

ACM BEFORE REMOVEL.

2 REMOVE ALL ASBESTOS CONTAINING MATERIAL.

GENERAL SHEET NOTES

SHEET KEYNOTES

NORTH 1/4" = 1'-0"F1

1ST FLOOR ASBESTOS ABATEMENT PLAN

1 REMOVE ASBESTOS CONTAINING MATERIAL, ALL DRY WALL IN ROOM.

2 REMOVED ASBESTOS CONTAINING MATERIAL, DOOR FRAME.

L 1DP1

AB

C

D

No.

7690241-2202

WILLIAM

N. FELT

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

STRUCTURALBHB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com 2024-02-07

A u to d e s k D o c s /2

G ra n d J u n c ti o n

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s

D a ta C e n te r/

-E le c C e n tr a l.

rv t

/1

/2

:0

:5

P

M

HA103

CONCEPTUAL SEQUENCING

MAJOR CONSTRUCTION PLAN

EHRM INFRASTRUCTURE

UPGRADES DATA CENTER GRAND

JUNCTION

575-221

BLDG 34

16 APR 2025 WNF PSS

CONSTRUCTION

DOCUMENTS

GRAND JUNCTION, CO 81501

GENERAL SEQUENCE OF

OVERALL WORK

NORTH 1/4" = 1'-0"F1

CONCEPTUAL SEQUENCING MAJOR CONSTRUCTION PLAN

1 BUILD NEW DATA CENTER. BUILD NEW ENTERY ROOM. REFINISH OIT

RECEPTION ROOM. UPGRADE ELECTRICAL SYSTEM TO SUPPORT

NEW DATA CENTER. PROVIDE NEW CRAC UNITS AND HVAC TO

SUPPORT NEW DATA CENTER. OLD DATA CENTER IS TO REMAIN

OPERATIONAL DURING PHASE 1. ALSO, OPEN OFFIC SPACE IS TO

REMAIN FUNCTIONAL DURING CONSTRUCTION OF PHASE 1.

CONTRACTOR TO PROVIDE PROTECTION FOR ACCESS TO AND

FROM SAID SPACES DURNING CONSTRUCTION. GENERAL

CONTRACTOR IS CONNECT ALL CAMPUS DATA TO NEW DATA

CENTER AND IS TO COMMISSION DATA CENTER BEFORE PHASE 2 IS

TO BEGIN.

2 DEMOLISH OLD DATA CENTER AND REMAINING OFFICE SPACE.

BUILD NEW OFFICE SPACE AS SHOWN ON THE DRAWINGS.

RECEPTION ROOM AND NEW DATA CENTER ARE TO REMAIN

OPERATIONAL DURING THE CONSTRUCTION OF THIS PHASE.

3 FOR MORE DETAILED TELECOMMUNICATIONS COORDINATION AND

SEQUENCING SEE SHEETS ET102, ET103, AND ET601. THESE SHEETS

INCLUDE SEQUENNCING AND COORDINATION WITH OTHER EHRM

PROJECTS THAT ARE EXPECTED TO BE COMPLETE BEFORE THIS

PROJECT. THIS EHRM PROJECT WILL BE UPDATING THE FIBER

BACKBONE THROUGH-OUT THE CAMPUS.

4 FOR MORE DETAILED ELECTRICAL DISTRIBUTION SEQUENCING SEE

SHEETS ED101, EP101, AND EP601. THESE SHEETS DETAIL HOW TO

GET TEMPORARY POWER TO THE OLD DATA CENTER, WHILE THE

NEW DATA CENTER IS BEING CONSTRUCTED.

GENERAL

1. CONTRACTING OFFICER REPRESENTATIVE (COR) AND OWNER'S

REPRESENTATIVE ARE THE SAME

2. IF THE FOLLOWING NOTES CONFLICT WITH THE SPECIFICATIONS, THE

SPECIFICATIONS SHALL PREVAIL UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM CURB FACE, BUILDING FACE, OR EDGE OF

PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSION ARE SHOWN

FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS

AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS.

4. ALL FORMS AND ALIGNMENT OF PAVING ARE SUBJECT TO REVIEW BY OWNER'S

REPRESENTATIVE PRIOR TO POURING FOR APPROVAL. CONTRACTOR SHALL

GIVE A MINIMUM OF 48 HOURS NOTICE.

5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO

CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED.

CONTRACTOR SHALL REPLACE ANY DAMAGED UTILITIES TO THE OWNER'S OR

OWNER'S REPRESENTATIVE'S SATISFACTION AT NO ADDITIONAL COST TO

OWNER.

6. NOT USED

7. EXPANSION JOINTS SHALL BE PROVIDED WHERE CONCRETE FLAT WORK ABUTS

WALLS, STAIRS, BUILDINGS, CURBS, COLUMNS, AND ANY EXISTING CONCRETE

PAVING OR STRUCTURE UNLESS OTHERWISE NOTED.

8. ALL EXPANSION JOINTS SHALL BE AS PER VETERANS AFFAIRS STANDARDS.

9. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST

VETERAN AFFAIRS STANDARDS.

10. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS, DETAILS, AND

SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

OF AND RESOLVED WITH THE COR.

11. CONTRACTOR SHALL CHECK ALL DIMENSIONS, FRAMING CONDITIONS, AND SITE

CONDITIONS BEFORE STARTING WORK. COR SHALL BE NOTIFIED IMMEDIATELY

OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES.

12. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO

THE DETAILS FOR THE RESPECTIVE MATERIAL AND/OR MANUFACTURE'S

RECOMMENDATIONS AND SPECIFICATIONS.

13. DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. ALL

BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY

OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY COR DO NOT

INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS

AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS

AND DETAILED INSPECTIONS.

14. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE

DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR

USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE DESIGN

PROFESSIONAL AND COR.

15. NOT USED

16. WHERE WATER PROOFING IS INDICATED ON THE PLANS OR DETAILS FOR

RETAINING WALLS, PLANTER WALLS, FLASH WALLS OR ANY OTHER VERTICAL

WHERE WATER PROOFING IS INDICATED ON THE PLANS OR DETAILS FOR

MOISTURE BARRIER, THE WATERPROOFING SHALL CONSIST OF YELLOW JACKET

MEMBRANE AND AN APPROVED WATER PROOFING COMPOUND SUCH AS

THOROSEAL UNLESS OTHERWISE NOTE ON PLANS AND DETAILS.

17. COORDINATE DOWN TIME OF UTILITIES WITH COR. PROVIDE A MINIMUM OF 72

HOUR NOTICE PRIOR TO SHUT DOWN OR ACCORDING TO SPECIFICATION,

WHICHEVER IS GREATER.

18. CONTRACTOR SHALL PROVIDE SUBMITTALS OF ALL EQUIPMENT, SEATS, SITE

FURNISHINGS, SHADE STRUCTURES, ETC. AS PER THE CONTRACT DOCUMENTS

PRIOR TO CONSTRUCTION FOR APPROVAL. FOR VERIFICATION OF COLOR,

CONTRACTOR SHALL SUBMIT ACTUAL SAMPLES OF COLOR AS PART OF THE

SUBMITTAL PACKAGE.

19. CONTRACTOR SHALL COMPLETE WORK AND COORDINATE LOUD WORK ONLY