Attachment V 531 CSI 106 Remodel for 2nd CT Drawings.pdf

ABANDO

NED

STEAM

VAULT

GI000

JME RJF

COVER SHEET AND SHEET INDEX

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE

NORTH

VICINITY MAP

PROJECT WORK AREA

N

TRUE

NORTH

N

TRUE

NORTH

CAMPUS PLAN

VICINITY MAP

PROJECT WORK AREA

N

TRUE

NORTH

PROJECT SITE

BOISE VAMC SPECIFIC NOTES:

1. CONSTRUCTION FOR THIS PROJECT WILL TAKE PLACE IN

BUILDINGS THAT REMAIN OCCUPIED BY HOSPITAL STAFF

AND PATIENTS. DUST CONTROL, NOISE, AND VIBRATION

ARE AREAS OF MAJOR CONCERN. THE CONTRACTOR WILL

BE REQUIRED TO MAINTAIN AIRTIGHT DUST BARRIERS AND

EXHAUST FANS DURING THE DURATION OF DUST

PRODUCING WORK AS SPECIFIED AND DIRECTED BY THE

RESIDENT ENGINEER. SEE SPECIFICATION, SECTION 01 00

00, ARTICLE 1.7, ALTERATIONS, PARAGRAPH PROTECTION,

FOR ADDITIONAL INFORMATION. WORK THAT CREATES

EXCESSIVE NOISE AND/OR VIBRATIONS MUST BE

CAREFULLY SCHEDULED AND COORDINATED WITH THE

HOSPITAL. THERE WILL BE TIMES WHEN NOISE OR

VIBRATION PRODUCING WORK WILL NOT BE ALLOWED AND

IT WILL HAVE TO BE SCHEDULED FOR OTHER NON-CRITICAL

TIMES AT NO ADDITIONAL COST TO THE VA.

2. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING

AND MAINTAINING ALL REQUIRED BARRIERS. TEMPORARY

FIRE BARRIERS MUST BE CONSTRUCTED FOR ALL

OCCUPANCIES WHEREVER CONSTRUCTION LOWERS THE

FIRE SAFETY FEATURES OF THE AREA BEING REMODELED

(I.E. FIRE SPRINKLERS OR FIRE ALARM SYSTEMS ARE

IMPAIRED OR REMOVED), CORRIDORS ARE CLOSED OFF OR

CORRIDOR WALLS ARE REMOVED, OR WHENEVER FIRE

WALLS ARE IMPACTED. FIRE WALLS ARE ALSO REQUIRED

TO SEPARATE NEW CONSTRUCTION FROM EXISTING

BUILDINGS. TEMPORARY FIRE WALLS THAT SEPARATE

RENOVATION PROJECTS FROM OCCUPIED AREAS MUST BE

OF 1-HOUR CONSTRUCTION WITH ONE (1)-HOUR RATED

DOORS. TEMPORARY FIRE WALLS THAT SEPARATE NEW

CONSTRUCTION FROM OCCUPIED AREAS MUST BE TWO

(2)-HOUR RATED WITH NINETY (90) MINUTE RATED DOORS.

TEMPORARY RATED PARTITIONS MUST RUN FROM SLAB TO

SLAB AND FROM EXTERIOR WALL OR FIRE RATED PARTITION

TO EXTERIOR WALL OR FIRE RATED PARTITION.

3. THE VA REQUIRES THAT ALL PENETRATIONS THROUGH FIRE

RATED BARRIERS BE ACCOMPLISHED BY A QUALIFIED FIRE

STOP CONTRACTOR IN ACCORDANCE WITH SPECIFICATION

078400. WHEN WORK TAKES PLACE WITHIN EXISTING

BUILDING THAT ARE NOT SEPARATED BY A 2-HOUR BARRIER

FROM OCCUPIED AREAS, AND WHERE IT IS NOT FEASIBLE

TO HAVE A QUALIFIED FIRE STOP CONTRACTOR PROVIDING

FIRE SEALING ON A DAILY BASIS, IT SHALL BE THE

RESPONSIBILITY OF THE TRADE PENETRATING THE FIRE

RATED BARRIER TO PROVIDE TEMPORARY FIRE

PROTECTION OF ALL PENETRATIONS AT THE END OF EACH

WORKDAY. TEMPORARY PROTECTION MUST MEET ALL

NFPA CODES RELATED TO FIRE BARRIER PENETRATIONS.

THE TEMPORARY PROTECTION MUST BE MAINTAINED IN

PROPER ORDER UNTIL THE PERMANENT FIRE STOPPING

MATERIAL IS INSTALLED. FIREBRICKS OR FIRE PLUGS MUST

BE USED TO SEAL PENETRATIONS IN TEMPORARY OR

PERMANENT FIRE SEPARATIONS (FLOORS AND WALLS)

UNTIL THEY CAN BE PROPERLY FIRE SEALED (I.E. CORE

DRILLS FOR NEW SEWER LINES PRIOR TO INSTALLATION

AND FIRE STOPPING OF SEWER LINES).

4. THE CONTRACTOR SHALL SEPARATE ALL CONSTRUCTION

AREAS FROM THE REST OF THE BUILDING'S NORMAL

OPERATION. THIS SHALL INCLUDE THE ERECTION OF

CLEARLY MARKED BARRICADES TO LIMIT ACCESS BY

UNAUTHORIZED PERSONNEL, AND TO PREVENT

CONTAMINATION FROM PARTICULATE MATTER. IF A FIRE

BARRIER IS NOT REQUIRED, THEN A SOLID BARRIER

CONSTRUCTED OF METAL STUDS AND SHEETROCK ON ONE

SIDE SHALL BE USED. THE BARRIER MUST PREVENT THE

TRANSMISSION OF DUST BY SEALING THE WALL TO THE

FLOOR AND CEILING AND SEALING ALL JOINTS OR BY SOME

OTHER METHOD. THE EXCEPTION TO A SOLID BARRIER IS IF

A FIRE WALL IS NOT REQUIRED AND THE EXPECTED

DURATION OF THE TEMPORARY BARRIER WILL NOT EXCEED

7 CALENDAR DAYS. IN THIS SITUATION, A PLASTIC

TEMPORARY BARRIER MAY BE USED. IF A PLASTIC BARRIER

IS USED, IT MUST BE INSPECTED DAILY TO ASSURE IT

INTEGRITY. WHEN PLASTIC SHEETING IS USED, FIRE

RESISTANT PLASTIC SHEETING (LIMITED COMBUSTIBILITY)

MUST BE USED. ALL NECESSARY CAUTIONARY SIGNAGE

WILL BE IN ACCORDANCE WITH FEDERAL REGULATION

29CFR 1926.200.

5. CONTRACTOR IS REQUIRED TO FOLLOW ALL OSHA

REGULATIONS CONCERNING CONSTRUCTION. THE

SUPERINTENDENT IS REQUIRED TO HAVE COMPLETED, AS A

MINIMUM, OSHA'S 10-HOUR TRAINING AND BE

KNOWLEDGEABLE OF GENERAL SAFETY REQUIREMENTS

FOR CONFINED SPACES, FALL PROTECTION, PERSONAL

PROTECTIVE EQUIPMENT, TRENCHING, SCAFFOLDING,

CRANES, ELECTRICAL, ETC. APPLICABLE SUBCONTRACTORS

ARE TO HAVE A COMPETENT PERSON ON SITE WHEN

REQUIRED BY OSHA. IF ACCESSING A CONFINED SPACE,

THE CONTRACTOR IS REQUIRED HAVE THEIR OWN

CONFINED SPACE AIR MONITOR AND TO TEST THE AIR

PRIOR TO ENTERING ANY CONFINED SPACE. IF THE

CONTRACTOR MUST ENTER A SANITARY SEWER MANHOLE,

IN ADDITION TO A CONFINED SPACE AIR MONITOR, THEY

MUST HAVE PROPER OSHA RESCUE EQUIPMENT FOR A

PERMIT REQUIRED CONFINED SPACE. WHERE IT IS NOT

POSSIBLE FOR THE VA TO SHUTDOWN AN ELECTRICAL

PANEL OR CIRCUIT, THE CONTRACTOR MUST PROVIDE AND

USE THE APPROPRIATE SAFETY CLOTHING AND EQUIPMENT

AS REQUIRED BY NFPA 70E. THE VA WILL BE MONITORING

THE CONTRACTOR'S COMPLIANCE WITH OSHA

REGULATIONS. FAILURE TO COMPLY IS GROUNDS FOR

STOPPING WORK.

6. COORDINATE HAZARDOUS MATERIAL ABATEMENT AND

DEMOLITION WORK FOR BOTH EXTERIOR AND INTERIOR

AREAS. PREFERENCE SHALL BE GIVEN TO COMPLETING

THIS WORK IN CONJUNCTION WITH DRYING-IN THE

STRUCTURE AND BEFORE INSTALLATION OF ANY TYPE OF

MAJOR SYSTEMS SUCH AS AIR HANDLERS, CHILLERS,

DUCTING, FINISH WORK IN PROGRESS.

7. MAINTAIN TEMPORARY PARTITIONING AND OTHER

MEASURES AS REQUIRED FOR INFECTION CONTROL IN

ORDER TO SEPARATE DAY-TO-DAY HOSPITAL AND 2ND CT

AREA ACTIVITIES FROM CONSTRUCTION ACTIVITIES.

CONTROL OF CONSTRUCTION TRAFFIC, NOISE, DUST, AND

INCLEMENT WEATHER BETWEEN THE EXISTING FACILITY

AND NEW WORK SHALL INCLUDE SAFETY, PROTECTIVE

BARRIERS, AND APPROPRIATE HOURS OF WORK BASED ON

IMPOSITION OF WORK ACTIVITY TO LIMIT THE IMPACT OF

CONSTRUCTION.

8. UTILITY PENETRATIONS FOR TIE-INS BETWEEN NEW AND

EXISTING SHALL BE PERFORMED WITHOUT AFFECTING

DAY-TO-DAY HOSPITAL AND 2ND CT AREA OPERATIONS TO

THE GREATEST EXTENT POSSIBLE. COORDINATE WITH VA

PROVIDING NOTIFICATION AND LEAD TIME AS REQUIRED BY

DIVISION 01 SPECIFICATIONS.

9. THE CEILING SPACE FROM THE BOTTOM OF THE CEILING

GRID TO A MINIMUM OF 6” ABOVE THE BOTTOM OF THE

CEILING GRID IS RESERVED FOR INSTALLATION OF CEILING

MOUNTED ITEMS (I.E. LIGHT FIXTURES, SPEAKERS,

DIFFUSERS). NO PIPING, DUCTWORK, CONDUITS, ETC.,

EXCEPT DROPS SERVING THE CEILING MOUNTED ITEMS, IS

ALLOWED TO BE INSTALLED IN THIS SPACE, UNLESS

OTHERWISE APPROVED BY THE RESIDENT ENGINEER.

10. COORDINATION IS REQUIRED BETWEEN THE CONTRACTOR

AND THE COR TO ESTABLISH THE MOST EFFICIENT METHOD

FOR BRINGING THE 2ND CT AREA INTO FULL OPERATION.

THE INTERFACE OF SYSTEMS AND INFRASTRUCTURE FOR

MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS BETWEEN THE EXISTING AND NEW

AREAS SHALL BE IDENTIFIED AND COORDINATED PRIOR TO

CONSTRUCTION IN ORDER TO DEVELOP A SPECIFIC

APPROACH TO ALLEVIATE DOWN TIME FOR HOSPITAL AND

2ND CT AREA OPERATIONS AND TEMPORARY RELOCATION

OF HOSPITAL AND 2ND CT AREA PERSONNEL.

REMODEL FOR 2ND CT

BOISE VA MEDICAL CENTER

BOISE, ID

DEPARTMENT OF

VETERANS AFFAIRS

PROJECT NO. 531-CSI-106

SHEET LIST

Sheet Number Sheet Title

GENERAL

GI000 COVER SHEET AND SHEET INDEX

GS101 LIFE SAFETY PLAN

GI002 PRECONSTRUCTION INFECTION CONTROL & RISK ASSEMENT MATRIX

STRUCTURAL

SI000 STRUCTURAL GENERAL INFORMATION

SI501 STRUCTURAL DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL ABBREVIATIONS AND LEGENDS

AE100 OVERALL BASEMENT FLOOR PLAN

AD101 DEMOLITION BASEMENT PLANS

AE101 BASEMENT FLOOR PLAN AND REFLECTED CEILING PLAN

AE102 FINISH, SIGNAGE, AND FURNITURE & EQUIPMENT FLOOR PLANS

AE301 WALL TYPES, DOOR AND WINDOW SCHEDULE DETAILS

AE601 INTERIOR ELEVATIONS, DETAILS, AND ROOM FINISH SCHEDULES

AE602 SCHEDULE FOR INTERIOR FINISHES

FIRE PROTECTION

FX101 GROUND FLOOR – FIRE SUPPRESSION PLAN

FA101 GROUND FLOOR - FIRE ALARM PLAN

MECHANICAL

MI001 MECHANICAL ABBREVIATIONS AND NOTES

MD101 ENLARGED BASEMENT MECHANICAL DEMOLITION PLAN

MH101 ENLARGED BASEMENT MECHANICAL HVAC DUCTWORK PLAN

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MC701 MECHANICAL CONTROLS

PLUMBING

PI001 PLUMBING SHEET COVER SHEET

PG101 ENLARGED BASEMENT MEDICAL GAS PIPING PLANS

PL101 ENLARGED BASEMENT SANITARY SEWER WASTE AND VENT PIPING PLAN

PP101 ENLARGED BASEMENT DOMESTIC WATER PIPING PLAN

PP501 PLUMBING DETAILS

ELECTRICAL

EI001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

EL101 ELECTRICAL LIGHTING PLAN

EP101 ELECTRICAL FLOOR PLAN

EP601 POWER DIAGRAM

EP610 PANEL SCHEDULES

EP611 PANEL SCHEDULES

TELECOMMUNICATIONS

TI001 TELECOM ABBREVIATIONS, GENERAL NOTES AND SYMBOLS

TN101 TELECOMMUNICATIONS PLAN

03/15/2024

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NORTH VA LOOP

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AC

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SOUTH VA LOOP

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ACCESS ROAD

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EAST VA LOOP(ONE WAY)<

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VBA REGIONAL OFFICE

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FORT STREET

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UP

RAMP

UP

UP

G15

G14

CG5

G13

CT EXAM ROOM

G13A

CT CONTROL

ROOM

G13B

CT SCANNER

EQUIPMENT

ROOM

MEDICAL IMAGING ROOM

G15A

EXISTINGEXISTING

CORRIDOR

G10

COMMON PATH TRAVEL

DISTANCE =59'-0"

TRAVEL DISTANCE =140'-0"

TR

A

VE

L

D

IS

TA

N

C E

=7 3'

-0

FEC

FEC

PRIMARY PATH OF TRAVEL

COMMON PATH OF TRAVEL

EXISTING 2 HOUR FIRE BARRIER

EXISTING SMOKE BARRIER PARTITION

FIRE EXTINGUISHER CABINET,

SEE DETAIL 18/AE501

FEC

LIMIT OF CONSTRUCTION

EXIT SIGNAGE

E F G HE1 JDCBA

3.8

2.8

1B

GS101

JME RJF

LIFE SAFETY PLAN

0'

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

16'8'4'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

PROJECT AREA

BUILDING 85

BASEMENT

KEYPLAN

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE N

LIFE SAFETY LEGEND:

PROJECT DESCRIPTION

THIS PROJECT AT THE VA MEDICAL CENTER, BOISE, IDAHO IS FOR

THE REMODEL OF 770 SF OF EXISTING EXAM ROOMS TO ALLOW

FOR THE 2ND COMPUTER TOMOGRAPHY (CT) SCANNER.

THE BUILDING HAS AN EXISTING FIRE SPRINKLER AND ALARM

SYSTEM WHICH WILL REQUIRE LIMITED MODIFICATION AND

RELOCATION IN ORDER TO ACCOMMODATE THE REVISED SPACE.

OCCUPANCY CLASSIFICATION

EXISTING AMBULATORY HEALTH CARE (NFPA 101 CHAPTER 21)

OCCUPANT LOAD (NFPA 101 SECTION 7.3.1.2)

AMBULATORY HEALTH CARE = 150 SF/ OCCUPANT

TOTAL SQUARE FOOTAGE = (770 / 150) = 6

INTERIOR FINISH (NFPA 101, SECTION 21.3.3)

INTERIOR FINISH SHALL BE IN ACCORDANCE WITH NFPA 101

SECTION 10.2, AND CONTENTS WITH NFPA 101, SECTION 10.3

FIRE SPRINKLER SYSTEM (NFPA 101 SECTION 9.7)

EXISTING AUTOMATIC SPRINKLER SYSTEM

FIRE ALARM SYSTEM (NFPA 101 SECTION 9.7.2.1)

EXISTING ALARM SYSTEM.

SEPARATION FROM HAZARDS

THE EAST WALL IS AN EXISTING SMOKE BARRIER WALL THAT WILL

NOT BE MODIFIED.

THE ADJOINING WALL BETWEEN ROOMS G13 AND G14 SHALL BE

LEAD-LINED ON BOTH SIDES TO EXISTING CONCRETE FLOOR

ABOVE.

MEANS OF EGRESS (NFPA 101 SECTIONS 7.1 AND 21.2)

THE CURRENT PLAN HAS A TOTAL OF 2 EXITS.

NUMBER OF EXITS (NFPA 101 SECTION 7.4.1)

TOTAL EXITS REQUIRED = 2 (NFPA 101 SECTION 7.4.1)

TOTAL EXITS PROVIDED = 2

TRAVEL EXIT DISTANCE (NFPA 101 SECTION 21.2.6)

MAXIMUM ALLOWABLE TRAVEL DISTANCE = 200'-0"

ACTUAL TRAVEL DISTANCE = 149'-0"

MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL = 100'

ACTUAL TRAVEL PATH = 59'-0"

EXIT WIDTH (NFPA 101 SECTION 7.2.1.2.3.2)

MINIMUM DOOR LEAF WIDTH REQUIREMENT OF 32"

PORTABLE FIRE EXTINGUISHERS (NFPA 10)

75'-0" MAXIMUM TRAVEL DISTANCE

BUILDING CODE SUMMARY:

2018 NFPA 10 STANDARD FOR PORTABLE FIRE

EXTINGUISHERS

2019 NFPA 13 STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2019 NFPA 72 NATIONAL FIRE ALARM CODE

2021 NFPA 101 LIFE SAFETY CODE

2019 NFPA 110 STANDARD FOR EMERGENCY AND STANDBY

POWER SYSTEMS

2015 ABAAS ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

2021 PG 18-10 VA DESIGN CRITERIA, FIRE PROTECTION,

(8TH ED. JUNE 1)

2022 PG 18-13 VA BARRIER FREE DESIGN STANDARD,

(REV. NOV.1). A SUPPLEMENT TO ABAAS

SCALE:1 LIFE SAFETY PLAN

1/8" = 1'-0"

03/15/2024

AutoCAD SHX Text

FND

BC

GI002

JME RJF

PRECONSTRUCTION INFECTION

CONTROL & RISK ASSEMENT

MATRIX

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

VHA-ICRA-2023-1.0

Infection Prevention and Control Construction/Renovation/Maintenance Permit This page must be posted at the entrance to the project area for Level III and Level IV activities.

Unique permit number:

Location of construction/renovation/maintenance Project manager Project start date Contact phone number Completion date Contractor Permit expiration date

Activity Category (A, B, C, or D)

Overall Patient Risk Category (Low, Medium, High, or Highest)

Level of Infection Prevention and Control Precautions (I, II, III, or IV)

Level of Precautions

Control measures to be in place for the duration of the activity (Check the box for the activity’s Level of Precautions to indicate the Control Measures)

Level I

1. Perform work activity in a manner that does not create dust.

2. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

3. Any materials and equipment being brought into the facility must be free of contaminants and loose material.

Level II

All control measures in Level I and the following:

1. Provide active means to control airborne dust from dispersing into occupied areas and/or water mist surface to control dust (e.g., Mobile Dust Containment Cart or some other system).

2. Ensure worker clothing is clean and free of visible dust before leaving the work area.

3. Remove or isolate air diffusers (supply and return) to protect the HVAC system from dust and reduce air turbulence. Rebalance system to address diffuser isolation.

4. When the work involves or impacts potable water systems including stagnation due to reduced usage, the piping shall be flushed twice a week or isolated from the main system

5. Seal doors, to prevent dust migration.

6. Contain all trash and debris in the work area. Perform daily cleaning and disposal of trash (covered) from work area using an identified exit route.

7. Any equipment, tools, or materials removed from the work area must be in sealed containers and/or cleaned of dust and debris prior to removal from the area.

8. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

9. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

10. Maintain clean surroundings when area is not contained by damp mopping or HEPA vacuuming surfaces at least daily.

Level III

All control measures in Levels I and II and the following:

1. Ensure availability of equipment for cleaning hands.

2. Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or if ceiling tile is removed, to the deck above.

3. All (plastic or hard) barrier construction activities must be completed in a manner that prevents dust release. Plastic barriers must be effectively affixed to floor and ceiling (or floor/roof deck above) and secure from movement or damage.

4. Seal all penetrations in containment barriers, including floors and ceiling, using approved materials (UL schedule firestop if applicable for barrier type).

5. Maintain .01 inches /water gauge negative pressurization of the entire workspace by use of HEPA exhaust air systems directed outdoors (unless a work specific waiver is approved by VHA’s Office of Healthcare Engineering); this must be maintained continuously 24/7 for the duration of the project. Exhaust discharged directly to the outdoors that is 25 feet or greater from entrances, air intakes and windows is not required to be HEPA-filtered. Exhausting discharged air into shared or recirculating HVAC systems, or other shared exhaust systems (e.g., bathroom exhaust) is prohibited.

6. Install a differential pressure sensing device (e.g., magnehelic, manometer, or digital monitoring) on exterior of work containment to continually monitor and document negative pressurization. The “ball in the wall” or similar apparatus are not acceptable.

Level IV

All control measures in Levels I, II and III and the following:

1. Barriers must be hard barriers unless temporary to install final barrier.

2. Containment must include an anteroom to ensure pressure control, Anteroom must be large enough for equipment staging, cart cleaning, workers’ PPE and cleaning.

3. Worker clothing and/or PPE must be removed or clean and free of visible dust before leaving the work area anteroom. HEPA vacuuming of clothing or use of cover suits is acceptable.

4. Workers must wear shoe covers or have a method to clean shoes in anteroom Shoe covers must be removed prior to exiting the anteroom to the occupied space (non-work area). Damaged shoe covers must be changed immediately.

Additional requirements:

Project Manager signature Date

Infection Preventionist signature Date

X

03/15/2024

3D View

SCALE: NONE

*ONLY GANTRY AND PATIENT TABLE ARE SHOWN IN THE 3D VIEW.

DESIGN CRITERIA

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

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED INFORMATION AS BASIS

OF SHOP DRAWINGS

C. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING TECHNIQUES, PROCEDURES, AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY COR IF A

CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS WITH THE CONSTRUCTION DOCUMENTS

D. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE NOT

CONSTRUCTION APPROVALS

E. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY REQUIRED

CONSTRUCTION OBSERVATION.

GENERAL NOTES

A. SCOPE: THE FOLLOWING DRAWING SHEETS OUTLINE THE STRUCTURAL DESIGN FOR THE INSTALL OF NEW EQUIPMENT FOR THE RENOVATION OF BUILDING-85 IN THE BOISE VAMC. WHEN A DIFFERENCE

EXISTS BETWEEN THESE DRAWINGS AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT

SHALL CONTROL. ANY OTHER ITEMS NOT COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE. SEISMIC DESIGN DATA WAS ASSUMED USING INFORMATION FROM OTHER

PROJECTS LOCATED ELSEWHERE ON BOISE VAMC CAMPUS.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

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

3. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - AISC360-16

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

5. H-18-8 SEISMIC DESIGN REQUIREMENTS

6. GE HEALTHCARE PRE-INSTALLATION MANUAL (REVOLUTION CT FAMILY) - REV 21 (2023)

C. BUILDING RISK CATEGORY: III

D. DESIGN LOADS:

1. LOADS RECEIVED FROM MANUFACTURER'S DESIGN DRAWINGS

a. WEIGHT OF PARTS Refer to Report

2. SEISMIC DESIGN CRITERIA:

a. SEISMIC DESIGN CATEGORY C

b. RISK CATEGORY III

c. SOIL CLASSIFICATION D - DEFAULT

d. COMPONENT IMPORTANCE FACTOR Ip = 1.5

e. COMPONENT AMPLIFICATION FACTOR ap = 1.0

f. COMPONENT RESPONSE MODIFICATION FACTOR Rp = 1.5

g. COMPONENT OVER-STRENGTH FACTOR Ω0 = 2.0

h. MAPPED SEISMIC RESPONSE ACCELERATIONS SS = 0.312

S1 = 0.111

i. SPECTRAL RESPONSE COEFFICIENTS SDS = 0.323

SD1 = 0.176

j. COMPONENT OPERATING WEIGHT Wp : REFER TO REPORT

k. SEISMIC DESIGN FORCE Fp : REFER TO REPORT

l. VERTICAL SEISMIC FORCE Fv : REFER TO REPORT

3. LOAD COMBINATIONS:

a. 1.2 DL + EV + Ω0 Fp

b. 0.9DL - EV + Ω0 Fp

STRUCTURAL STEEL REQUIREMENTS

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

AISC MANUAL OF STEEL CONSTRUCTION, CODE OF STANDARD PRACTICE AND CHAPTER 22 OF THE IBC

PER THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.

2. MATERIALS SHALL BE AS FOLLOWS UNO:

• PLATES ASTM A36

• UNISTRUT TELESPAR ASTM A1011

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

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

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

A5.18 (GMAW PROCESS) OR AWS A5.1 (SMAW PROCESS)

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

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

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

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

STRENGTH OF THE WEAKER MEMBER.

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

STEEL MEMBERS SHOULD BE AT LEAST 3" FROM FIELD WELDS UNLESS WELDS ARE COMPLETED. SHOP

PRIME AND PAINT STEEL PER THE OWNER'S SPECIFICATIONS.

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

CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS AS ENDORSED BY AISC.

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

WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH.

STRUCTURAL CONCRETE REQUIREMENTS

1. THE THICKNESS OF GROUND FLOOR SLAB IS AT LEAST 5".

2. THE THICKNESS OF 1ST CONCRETE FLOOR IS 8".

3. THE THICKNESS OF CONCRETE WALL IS AT LEAST 4".

4. THE STRENGTH OF CONCRETE MATERIAL OF SLAB AND WALL IS AT LEAST 2500 PSI.

STRUCTURAL FASTENERS REQUIREMENTS

1. THE FASTENERS ARE PRODUCTS OF SIMPSON STRONG-TIE.

2. THE CEILING TUBES ARE UNISTRUT TELESPAR AS SPECIFIED IN THE DRAWINGS.

SI000

MA MS

STRUCTURAL GENERAL

INFORMATION

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. 4 OF

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR3/15/2024

G15

G14

G13

CT EXAM ROOM

G13A

CT CONTROL

ROOM

G13B

CT SCANNER

EQUIPMENT

ROOM

MEDICAL IMAGING ROOM

G15A

EXISTINGEXISTING

G10

CG

(Part 1)

CG

(Part 2)

29"29" 32 15/16" 37 1/2"

32 15/16" 37 1/2"

/8

/1 6"

/1 6"

/1 6"

/1 6"

5 3/4"

8 3/4" 8 3/4"

PART NO. DESCRIPTION REQUIRED FASTENERS

TABLE 1; EQUIPMENT LIST & REQUIRED FASTENERS

1 GANTRY

PATIENT TABLE

POWER DISTRIBUTION UNIT

SYSTEM CABINET IV

OPERATOR CONSOLE

MAIN DISCONNECT PANEL

UNINTERRUPTIBLE POWER SUPPLY

SERVICE CABINET

(8) 1/2"ɸ CS STRONG-BOLT2 (HNOM=2 3/4", HEF = 2 1/4")

(12) 1/2"ɸ CS STRONG-BOLT2 (HNOM=2 3/4", HEF = 2 1/4")

(4) 3/8"ɸ CS STRONG-BOLT2 (HNOM=1 7/8", HEF = 1 1/2")

(4) 3/8"ɸ CS STRONG-BOLT2 (HNOM=1 7/8", HEF = 1 1/2")

(4) 3/8"ɸ CS STRONG-BOLT2 (HNOM=1 7/8", HEF = 1 1/2")

(4) 3/8"ɸ CS STRONG-BOLT2 (HNOM=1 7/8", HEF = 1 1/2")

(12) 1/2"ɸ CS STRONG-BOLT2 (HNOM=2 3/4", HEF = 2 1/4")

(4) 3/8"ɸ CS STRONG-BOLT2 (HNOM=1 7/8", HEF = 1 1/2")

REMARK

REFER TO DET.1

REFER TO DET.1

WEIGHT, LB

* IT IS THE DESIGN WEIGHT. THE ACTUAL WEIGHT IS ONE SIXTH OF THIS VALUE.

BASE MATERIAL

CONCRETE FLOOR

CONCRETE WALL

CONCRETE FLOOR

CONCRETE FLOOR

CONCRETE FLOOR

CONCRETE FLOOR

CONCRETE FLOOR

CONCRETE FLOOR

8 THICKNESS, MM (IN)

M5

TABLE 2; WELDING NUT

3.7-4.0 (0.15-0.16)

11000PLEDGE LOAD (N)

M6 4.7-5.0 (0.19-0.20)

15500

* WELDING NUTS SHALL MEET GB-T 13681-1992 REQUIREMENT OR EQUIVALENT.

EQUIPMENT LAYOUT

SCALE: NONE1 DET. 1; ANCHOR LAYOUT (PART 1 & 2)

SCALE: 3/8" = 1'-0"2

SI501

MA MS

STRUCTURAL DETAILS

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. 5 OF

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR3/15/2024

AE001

JME LMF

ARCHITECTURAL ABBREVIATIONS

AND LEGENDS

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

PPL PEOPLE

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT CONC POST-TENSIONED CONCRETE

PVC POLYVINYL CHLORIDE

PVDF POLYVINYLIDENE DIFLUORIDE

RAD RADIUS

RB RUBBER BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO, REFERENCE

REIN REINFORCE(D)(ING)

RECP RECEPTACLE

RCYL RECYCLE AREA

REFR REFRIGERATOR

RO ROUGH OPENING

ROW RIGHT OF WAY

S

SOUTH

SAFB SOUND ATTENUATION FIRE BATTS

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE - SEALED CONCRETE

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPF SPRAY APPLIED POLYURETHANE FOAM

INSULATION

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STORM SEWER,

STAINLESS STEEL

STM STORM

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SWBD SWITCHBOARD

T&G TONGUE AND GROOVE

TCU THIN CLAD UNIT

TEL TELEPHONE

THK THICK(NESS)

THRU THROUGH

TJI TRUSJOIST INCORPORATED

T.O. TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLER UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ALUM ALUMINUM

ALM ALARM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATING & AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS

ASSOCIATION

BL BUILDING LINE

BLDG BUILDING

B.O. BOTTOM OF

BRK BRICK

BR BROCHURE RACK

BUR BUILT UP ROOFING

CAB CABINET

CF CUBIC FOOT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTERLINE

CLOS CLOSET

CLG CEILING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CRS COURSE(S)

CTR CENTER

CNTR COUNTER

CU IN CUBIC INCH

CU YD CUBIC YARD

CW CLEAR WIDTH

DEMO DEMOLITION

DET DETAIL

DIAM,Ø DIAMETER

DC DISPLAY CASE

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EP ELECTRICAL PANEL

EPDM ETHYLENE-PROPYLENE-DIENE-

MONOMER

EF EXHAUST FAN

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FLUOR FLUORESCENT

FMS FACILITY MANAGEMENT SERVICES

FND FEMININE NAPKIN DISPENSER

FO FACE OF

FOC FACE OF CONCRETE / CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FOOT / FEET

FTG FOOTING

FURR FURRED(ING)

GA GAGE, GAUGE

GALV GALVANIZE(D)

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GRND GROUND

GRT GROUT

HAC HOUSEKEEPING AIDS CLOSET

HB HOSE BIB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HJT HEAD JOINT

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSE POWER / HIGH PRESSURE

HSKP HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

IGU INSULATED GLASS UNIT

IN INCH (“)

INC INCORPORATED

INFO INFORMATION

INSUL INSULATION/INSULATE(D)(ING)

INT INTERIOR

INV INVERT

JT JOINT

LDR LADDER

LAM LAMINATE

LAV LAVATORY

LB POUND

LAG LAG SCREW

LG LENGTH / LONG

LTG LIGHTING

LVL LAMINATED VENEER LUMBER

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MTL METAL

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

UD UNIT DOSE

UL UNDERWRITERS'

LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

V

VOLT

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VIF VERIFY IN FIELD

VIT VITREOUS

VS VERSUS

VC VERTICAL CURVE

VOL VOLUME

W WEST / WIDTH / WIDE /

W/ WITH

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WATER HEATER

WDW WINDOW

W/O WITHOUT

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

ABBREVIATIONS

FA FIRE ALARM

FB FACE BRICK

FC FOOT-CANDLE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND EQUIPMENT

FG FIXED GLASS

FIN FL FINISHED FLOOR

FIN FL EL FINISHED FLOOR ELEVATION

N/A NOT APPLICABLE

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPOI OWNER PROVIDED, OWNER INSTALLED

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PFN PRE-FINISHED

PH PHASE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

AE501

FRP FIBER GLASS REINFORCED PLASTIC

MPI MASTER PAINTERS

INSTITUTE

HVLS HIGH VOLUME LOW

SPEED

EPS EXPANDED POLYSTYRENE

XPS EXTRUDED POLYSTYRENE

LOC LOCAL OPERATOR CONSOLE

FDC FIRE DEPARTMENT CONNECTION

UCF UNIFIED FACILITIES CRITERIA

REM REMOTE EQUIPMENT MODULE

GSF GROSS SQUARE FEET

IBC INTERNATIONAL BUILDING CODE

STC SOUND TRANSMISSION SYSTEM

AFFF AQUEOUS FILM FORMING FOAM

PVMT PAVEMENT

DWGS DRAWINGS

SLDG SLIDING

BC BABY CHANGING TABLE

HNDCP HANDICAP

IV INTRAVENOUS

UC UNDERCUT

AE501

AE502

AE405

AE501

AE502

AE501

AE502

X

SIM

REVISION CLOUD

SECTION

NUMBER

SHEET

NUMBER

ELEVATION

NUMBER

SHEET

NUMBER

DRAWING TITLE

DRAWING SCALE

VIEW TITLE NUMBER

DETAIL NUMBER

SHEET NUMBER

ROOM NUMBER

GRAPHIC SCALE

0' 16'8'4'

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

MATCH LINE

SEE XX/X-XXX

LEVEL 1/8"=1'-0"

ELEVATION

ELEVATION HEIGHTS

COLUMN GRID LINE

INTERIOR

ELEVATION MARKER

SECTIONS

EXTERIOR

ELEVATION

REFERENCED VIEW TITLES

DETAIL OR

ENLARGED PLAN

NORTH ARROW

ROOM NAME AND

NUMBER

KEY NOTE

WINDOW OPENING

PARTITION TYPE

TAG

DOOR TAG

REVISION NUMBER

MATCHLINE

SYMBOLS LEGEND

AE501

AE502

LOBBY

XXX

A

AE4019

XXX

N

TRUE N

SCALE:

FLOOR PLAN

1/8"=1'-0"1

GENERAL NOTES

1. NOTIFY VETERANS AFFAIRS COR OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH ANY WORK.

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO ORDERING OR INSTALLING ANY MATERIALS OR

EQUIPMENT.

3. DAMAGED AREAS CAUSED DURING CONSTRUCTION SHALL

BE REPAIRED TO NEW CONDITION OR REPLACED AT THE

CONTRACTOR'S EXPENSE .

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

REMOVAL AND DISPOSAL OF DEMOLITION AND/OR

CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.

DISPOSAL SHALL BE IN COMPLIANCE WITH FEDERAL,

STATE, AND LOCAL REGULATIONS. THE PROJECT SITE

SHALL BE KEPT CLEAN AND FREE FROM WASTE

MATERIALS.

5. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

REMOVED MATERIALS.

6. COORDINATE AND INSTALL WOOD BLOCKING OR SHEET

METAL BACKING FOR ANCHORAGE OF WALL-MOUNTED

ITEMS.

7. PENETRATIONS THROUGH WALL CONSTRUCTION SHALL

BE FULLY SEALED AT ALL SIDES AND FIRE-STOPPED

WHERE REQUIRED.

8. INSTALL CONTROL JOINTS IN GYPSUM BOARD SURFACES. .

ISOLATE GYPSUM BOARD SURFACES WITH CONTROL

JOINTS FOR RUNS THAT EXCEED 30 FEET IN LENGTH.

9. GYPSUM BOARD PARTITIONS SHALL EXTEND A MINIMUM

OF 6 INCHES ABOVE FINISHED CEILING PLANE UNLESS

NOTED OTHERWISE.

10. NO WORK SHALL BE COVERED OR CONCEALED UNTIL IT

HAS BEEN INSPECTED, TESTED, AND/OR APPROVED BY

THE VETERANS AFFAIRS COR.

11. COORDINATE INFECTION CONTROL RISK ASSESSMENT

(ICRA) REQUIREMENTS WITH COR BEFORE DEMOLITION

AND CONSTRUCTION START WHICH SHALL ALSO BE USED

IN CONJUNCTION WITH PRE-CONSTRUCTION RISK

ASSESSMENT (PCRA) FOR ALL CONSTRUCTION ACTIVITY.

BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS

AND NOTIFY THE VETERANS AFFAIRS(VA) CONTRACTING

OFFICER'S REPRESENTATIVE (COR) OF DISCREPANCIES

BEFORE PROCEEDING WITH WORK.

12. ANY EQUIPMENT REMAINING IN THE WORK AREA (AFTER

THE INITIAL VA EQUIPMENT MOVE AND RELOCATION)

SHALL BE DEMOLISHED.

13. PROVIDE A NON-DISRUPTIVE AND ENVIRONMENTALLY

PROTECTED PROCESS FOR THE EXISTING FUNCTIONING

FACILITY OPERATIONS IMMEDIATELY ADJACENT TO AND IN

THE SURROUNDING AREAS WITH RESPECT TO THE AREAS

OF CONSTRUCTION ACTIVITY.

SIM

SECTION

NUMBER

SHEET

NUMBER

ELEVATION

NUMBER

SHEET

NUMBER

LEVEL 1/8"=1'-0"

ELEVATION

ELEVATION HEIGHTS

COLUMN GRID LINE

INTERIOR

ELEVATION MARKER

SECTIONS

EXTERIOR

ELEVATION

NORTH ARROW

AE501

AE502

AE4019

N

TRUE N

RAMP

UP

UP

G15

G14

CG5

G13

CT EXAM ROOM

G13A

CT CONTROL

ROOM

G13B

CT SCANNER

EQUIPMENT

ROOM

MEDICAL IMAGING ROOM

G15A

EXISTINGEXISTING

CORRIDOR

G10

E F G HE1 JDCBA

3.8

2.8

1B

AE100

RJF

OVERALL BASEMENT FLOOR PLAN

0'

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

16'8'4'

SCALE:1 OVERALL BASEMENT FLOOR PLAN

1/8" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

PROJECT AREA

BUILDING 85

BASEMENT

KEYPLAN

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE N

AE102

JME

LEGEND

EXISTING INTERIOR PARTITION TO REMAIN

NEW INTERIOR PARTITION, SEE SHEET AE301

AREA OF CONSTRUCTION

SHEET NOTES:

1, WORK TO BE COMPLETED IN COMPLIANCE WITH APPLICABLE

CODES (SEE SHEET GS101) AND TO THE SATISFACTION OF THE

COR.

2. PROTECT EXISTING CONSTRUCTION FROM DEMOLITION

ACTIVITIES AND PATCH AND REPAIR ALL AREAS AFFECTED TO

NEW CONDITION.

3. EXAMINE AND VERIFY DIMENSIONS AND EXISTING CONDITIONS

BOTH ON PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION. VERIFY WHETHER FIELD DIMENSIONS WILL

TAKE PRECEDENCE OVER DRAWING DIMENSIONS. DO NOT

SCALE FROM DRAWINGS.

4. COORDINATE THE REMOVAL AND/OR RELOCATION OF FIXTURES,

EQUIPMENT, AND OTHER APPURTENANCES WITH COR.

CONTRACTOR IS NOT REQUIRED TO PROVIDE MOVING OR

RELOCATION OF VA FURNITURE OR EQUIPMENT.

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

BUILDING AFFECTED BY DEMOLITION TO NEW CONDITION.

MATCH THE EXISTING ADJACENT BUILDING AND MATERIAL TO

GREATEST EXTENT POSSIBLE, INCLUDING BUT NOT LIMITED TO:

FLOORS, WALLS, AND CEILINGS.

6. GE'S MINIMUM OPENING FOR EQUIPMENT DELIVERY IS 46 IN X 78

IN, CONTINGENT ON A 96 IN CORRIDOR WIDTH.

03/15/2024

AutoCAD SHX Text

FND

BC

G15 G15A

G13A

G14

CG5

G13 G13B

G13C

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING EXISTING

EXISTING

7D

2D

1D

5D

5D

5D

3D6D

6D

6D 3D

6D

7D

7D

5D

5D

6D

10D

10D

10D

TYP.

TYP.

TYP. TYP.

3D 7D

NOTE:

CAREFULLY PROTECT NUCLEAR MEDICINE EQUIPMENT

DURING CONSTRUCTION. TIGHTLY SEAL AGAINST ANY DUST

4' -0

2D2D2D

11D

11D

5D

4' -6

12D

'-4

G13 G13B G13C

G13A

G15AG15

CG5

G14

8D 9D

8D 9D

8D 9D

8D 9D

4D

8D 9D

8D 9D

4D

5D

13D 13D

H J

1.9

1.B

H J

1.9

1.B

AD101

JME LMF

DEMOLITION BASEMENT PLANS

0'

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

8'4'2'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

PROJECT AREA

BUILDING 85

BASEMENT

KEYPLAN

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE N

SCALE:2 REFLECTED CEILING PLAN - DEMOLITION

1/4" = 1'-0"SCALE:1 FLOOR PLAN - DEMOLITION

1/4" = 1'-0"

KEY NOTES - DEMOLITION:

FURNITURE SELECTED FOR SALVAGE TO BE REMOVED BY VA

PRIOR TO CONSTRUCTION.

REMOVE ELECTRICAL RACEWAY AND ATTACHED WHITE BOARD.

REMOVE EXISTING UPPER CABINETS, BASE CABINET,

COUNTERS, AND ASSOCIATED HARDWARE.

REMOVE EXISTING BULKHEAD WALL.

REMOVE EXISTING WALL

REMOVE DOOR, DOOR FRAME, AND ASSOCIATED DOOR

HARDWARE.

REMOVE EXISTING FLOOR FINISH AND ADHESIVE TO CONCRETE

SLAB AND MAKE SMOOTH.

REMOVE EXISTING SUSPENDED CEILING GRID SYSTEM AND

ACOUSTICAL TILES.

REMOVE ELECTRICAL AND MECHANICAL CEILING FIXTURES.

DOOR TO REMAIN, PROTECT IN PLACE.

EXISTING EQUIPMENT TO REMAIN. COVER AND KEEP DUST FREE

WHEN IMAGING ROOM IS NO LONGER OPERATIONAL DURING

CONSTRUCTION.

REMOVE WALL FOR NEW OPENINGS AND LEAVE AS MUCH AS

POSSIBLE OF THE EXISTING UPPER FRAMING INTACT WHERE IT

IS ATTACHED TO THE BOTTOM OF STRUCTURE.

SAWCUT 14"X14" THRU-WALL OPENINGS IN CAST-IN-PLACE WALL

AT 9'-0" AFF TO BOTTOM EDGE. SEE MH101 FOR LOCATIONS.

#D

1D.

2D.

3D.

4D.

5D.

6D.

7D.

8D.

9D.

10D.

11D.

12D.

13D.

SHEET NOTES:

1. WORK TO BE COMPLETED IN COMPLIANCE WITH THE

APPLICABLE CODES (SEE SHEET GS101) AND TO THE

SATISFACTION OF THE COR.

2. PROTECT EXISTING CONSTRUCTION FROM CONSTRUCTION

ACTIVITIES AND PATCH AND REPAIR TO NEW CONDITION ALL

AFFECTED AREAS..

3. EXAMINE AND VERIFY DIMENSIONS AND EXISTING CONDITIONS

BOTH ON PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION. VERIFY WHETHER FIELD DIMENSIONS WILL

TAKE PRECEDENCE OVER DRAWING DIMENSIONS. DO NOT

SCALE FROM DRAWINGS.

4. COORDINATE THE REMOVAL AND/OR RELOCATION OF FIXTURES,

EQUIPMENT, AND OTHER APPURTENANCES WITH COR.

CONTRACTOR IS NOT REQUIRED TO PROVIDE MOVING OR

RELOCATION OF VA FURNITURE OR EQUIPMENT.

5. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC., REQUIRED TO

HAVE NEW FINISHES APPLIED, SHALL HAVE ALL EXISTING AND

CONTRACTOR CAUSED HOLES, CRACKS, AND OTHER

IMPERFECTIONS FILLED WITH APPROVED PATCHING MATERIAL.

PATCH TO BE FINISHED FLUSH WITH ADJACENT SURFACE, WITH

TEXTURE TO MATCH TEXTURE OF ADJACENT SURFACE. SEE

SPECIFICATIONS FOR PATCHING REQUIREMENTS.

6. REMOVE MECHANICAL, PLUMBING, ELECTRICAL EQUIPMENT AND

ASSOCIATED DEVICES PER DISCIPLINE DEMOLITION SHEETS.

7. REFER TO DETAIL 1/FX101 FOR FIRE PROTECTION DEMOLITION.

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

NEW PARTITION, REFER TO AE301

AREA OF EXISTING FLOOR FINISH REMOVAL,

SEE FLOOR PLAN - DEMOLITION

WALL LEGEND

8' -4

27'-7"

5'-11"

5' -9

G13

G14

G13C

AE601

AE6021

A1B1

A A

A

(71 NSF)(450 NSF)

(78 NSF)

10'-0"

C

C1

4' -1

4'

-5

5' -4

1'

-8

5' -4

4'

-1 1"

'-1

6'-9"

B1

9'-6" 5'-0"

5'-5"

2' -6

"7

5' -0

B1

B

A

G15

G14

CG5

G13

CT EXAM ROOM

G13A

CT CONTROL

ROOM

G13B

CT SCANNER

EQUIPMENT

ROOM

MEDICAL IMAGING ROOM

G15A

EXISTINGEXISTING

CORRIDOR

1.9

1.B

1.9

1.B

H J

G15 G15A

G14CG5

G13

CT ROOM

G13A

CT

CONTROL

ROOM

G13B

CT SCANNER

EQUIPMENT ROOM

CONTROL ROOM

11 11

S

CM

24 24

XXX

X

A

H J

GULDMANN

SIDE MOUNT

RAIL SYSTEM

WOOD BLOCKING

WITH STEEL

CHANNEL SUPPORT

TO FLOOR SHOWN FOR

ILLUSTRATION ONLY,

REFER TO MANUFACTURER

FOR INSTALLATION

CEILING, REFER

TO SCHEDULE

EXISTING

STRUCTURE

EXISTING WALL

NOTE:

DETAIL SHOWN FOR

ILLUSTRATION ONLY.

CONFIRM APPROPRIATE

SUPPORT SYSTEM WITH

MANUFACTURER

AE101

JME LMF

0'

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

8'4'2'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

PROJECT AREA

BUILDING 85

BASEMENT

KEYPLAN

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE N 0'

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

8'4'2'

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

NEW PARTITION, REFER TO AE301

AREA OF EXISTING FLOOR FINISH REMOVAL,

SEE FLOOR PLAN - DEMOLITION

WINDOW TYPE, SEE SHEET AE301

DOOR TYPE, SEE SHEET AE301

PARTITION TYPE, SEE SHEET AE301

WALL LEGEND

SHEET NOTES:

1. WORK TO BE COMPLETED IN COMPLIANCE WITH APPLICABLE

CODES (SEE SHEET GS101) AND TO THE SATISFACTION OF THE

COR.

2. PROTECT EXISTING CONSTRUCTION FROM DEMOLITION

ACTIVITIES AND PATCH AND REPAIR TO NEW CONDITION ALL

AFFECTED AREAS.

3. EXAMINE AND VERIFY DIMENSIONS AND EXISTING CONDITIONS

BOTH ON PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION. VERIFY WHETHER FIELD DIMENSIONS WILL

TAKE PRECEDENCE OVER DRAWING DIMENSIONS. DO NOT

SCALE FROM DRAWINGS.

4. COORDINATE THE REMOVAL AND/OR RELOCATION OF FIXTURES,

EQUIPMENT, AND OTHER APPURTENANCES WITH COR.

CONTRACTOR IS NOT REQUIRED TO PROVIDE MOVING OR

RELOCATION OF VA FURNITURE OR EQUIPMENT.

5. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC., REQUIRED TO

HAVE NEW FINISHES APPLIED, SHALL HAVE ALL EXISTING AND

CONTRACTOR CAUSED HOLES, CRACKS, AND OTHER

IMPERFECTIONS FILLED WITH APPROVED PATCHING MATERIAL.

PATCH TO BE FINISHED FLUSH WITH ADJACENT SURFACE, WITH

6. TEXTURE TO MATCH TEXTURE OF ADJACENT SURFACE. SEE

SPECIFICATIONS FOR PATCHING REQUIREMENTS.

7. REMOVE MECHANICAL, PLUMBING, ELECTRICAL EQUIPMENT AND

ASSOCIATED DEVICES PER DISCIPLINE DEMOLITION SHEETS.

8. EXISTING STRUCTURAL FRAMING, CAST-IN-PLACE WALLS AND

FLOOR SLABS ARE TO REMAIN AS IS UNLESS NOTED IN OTHER

DESIGN DOCUMENTS FOR THIS PROJECT.

KEY NOTES - CONSTRUCTION:

INFILL WALL OPENINGS FLUSH TO EXISTING WALL WITH 5/8" TYPE

X GYPSUM BOARD ON BOTH SIDES OF 4" METAL STUDS AT 16"

O.C. - FILL STUD CAVITY WITH ACOUSTIC INSULATION (STC 45

MINIMUM) AND MATCH EXISTING WALL FINISH.

IMAGING EQUIPMENT PROVIDED AND INSTALLED BY OTHERS.

EXISTING IMAGING EQUIPMENT TO REMAIN.

ALIGN NEW WALL WITH EXISTING FINISH FACE OF COLUMN.

INSTALL LEAD WINDOW, SEE WINDOW SCHEDULE AE301.

PROVIDE AND INSTALL BUILT-IN CASEWORK, SEE 9/AE601 AND

10/AE601.

INSTALL COUNTERTOP WITH BRACING, SEE 11/AE601.

INSTALL SUSPENDED CEILING SYSTEM WITH 2' X 4' ACOUSTICAL

TILE AT 8'-0" AFF.

INSTALL STAINLESS SINK, SEE PLUMBING DRAWINGS SHEET

PP101.

INSTALL LIGHTING FIXTURES AS SCHEDULED, SEE ELECTRICAL

DRAWINGS SHEET EL101.

INSTALL HVAC FIXTURES AS SCHEDULED, SEE MECHANICAL

DRAWINGS SHEET MH101.

WALL MOUNTED PATIENT LIFT (GULDMANN) NOT IN CONTRACT,

SHOWN FOR FUTURE REFERENCE. VA PROVIDED WITH

INSTALLATION BY OTHERS. ADD REINFORCED WALL BLOCKING

PER MANUFACTURER'S REQUIREMENTS AS CLOSE TO THE

BOTTOM OF THE CEILING AS POSSIBLE TO A MINIMUM OF 16"

DEPTH AND CAPABLE OF SUPPORTING 1.5 TIMES THE SAFE

WORKING LOAD (SWL) OF THE HOIST LIMIT OF 770 lbs = 1155 lbs.

ALTERNATE BLOCKING METHODS ARE ACCEPTABLE TO

TRANSFER HOIST LOADS AND INCLUDE EITHER WOOD OR STEEL.

LEAD-LINED DOUBLE DOOR WITH INACTIVE LEAF, SEE DOOR

SCHEDULE AE301.

LEAD-LINED DOOR, SEE DOOR SCHEDULE AE301.

CEILING MEDICAL GAS OUTLETS FOR MV, MA, AND O2. SEE

MECHANICAL DRAWINGS SHEET PG101. NOTE: THE PLACEMENT

OF THE MEDGAS OUTLETS CANNOT IMPEDE THE MOVEMENT OF

THE PATIENT LIFT.

WALL MEDICAL GAS OUTLETS FOR MV, MA, AND O2. SEE

MECHANICAL DRAWINGS SHEET PG101

ALIGN WALL TO EDGE OF LEAD LINED DOOR TO FORM A

CONTINUOUS LEAD SHIELDING BARRIER AT ENTRY.

CEILING MOUNTED INJECTOR SUPPORT SYSTEM. PROVIDED BY

THE VA AND INSTALLED BY OTHERS.

MILLWORK LOCKABLE STORAGE CABINET, SEE SHEET 8/AE601.

EXISTING WALLS AND DOORS TO REMAIN.

UPPER CABINET, SEE 6/AE601.

DOUBLE DOOR TO MATCH EXISTING ROOM SHIELDING

REQUIREMENTS. COORDINATE WITH VA.

WALL TO MATCH EXISTING INCLUDING EXISTING ROOM

SHIELDING REQUIREMENTS. COORDINATE WITH VA.

FCU DUCT WALL PENETRATIONS FROM MECHANICAL ROOM, SEE

MH101.

SCALE:1 FLOOR PLAN

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

1/4" = 1'-0"

RCP LEGEND

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

2 X 4 SUSPENDED CEILING SYSTEM

LED 2 X 4 TROFFER

SUPPLY - CEILING DIFFUSER (CD)

RETURN GRILLE (RG)

RELOCATED CEILING DIFFUSER - R(CD)

RELOCATED RETURN GRILLE - R(RG)

RELOCATED CEILING DIFFUSER - R(CD)

RECESSED SPRINKLER PENDENT HEAD

DOWNLIGHTS OVER BED

BASEMENT PLANS

FLOOR PLAN/ REFLECTED

CEILING PLAN

AE301

MEDICAL GAS OUTLETS

SNG-1

SNG-1

SNG-1

SNG-1

3 3

4 4

G15AG15

G14

G13A

CT ROOM

G13

CT EXAM ROOM

G13B

CT SCANNER

EQUIPMENT ROOM

CONTROL ROOM

SNG-2

SNG-2

G15 G15A

G15

G13

CT EXAM ROOM

G13A

CT ROOM

G13B

CT SCANNER

EQUIPMENT ROOM

G14

2 2

MEDICAL

IMAGING RN

A

A

B B

1 1

H J

2.8

H J

2.8

E-5

E-7

E-8

E-9

E-1 E-4

E-6

7' -4

G13A

CT ROOM

G13B

CT SCANNER

EQUIPMENT ROOM

CONTROL ROOM

E-10

G14

G13

CT EXAM ROOM

5'-4"

E-2

8'-2"

E-3

E-11

H J

2.8

A

B

AE102

JME LMF

FINISH, SIGNAGE, AND FURNITURE

& EQUIPMENT FLOOR PLANS

0'

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

8'4'2'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

VA FORM 08 - 6231

A

Fi le

P at h

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:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMODEL FOR 2ND CT

BOISE VAMC, ID.

531-CSI-106

MARCH 2024REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

100% CONSTRUCTION

DOCUMENTS

DWG. OF

PROJECT AREA

BUILDING 85

BASEMENT

KEYPLAN

DRAWING TITLE

APPROVED:

CHIEF ENGINEER

SIGNATURE

DIRECTOR

N

TRUE N

SCALE:1 BASEMENT FLOORING PLAN

1/4" = 1'-0"

KEY NOTES:

1. FLOOR TRANSITION DETAILS AND TRANSITION TYPE SEE

SHEET AE602.

2. EXISTING FLOORING TO REMAIN.

3. EXISTING INTERIOR SIGNAGE TO REMAIN.

4. INSTALL CORNER GUARD, SEE SHEET AE602 FOR TYPE AND

DETAIL.

5. PROVIDE AND INSTALL BUILT-IN CASEWORK, SEE 9/AE601

AND 10/AE601.

6. EXISTING EQUIPMENT TO REMAIN.

7. COUNTERTOP WITH BRACING FOR EQUIPMENT, SEE SHEET

AE601.

8. INSTALL LEAD WINDOW, SEE SHEET AE301.

9. WALL MOUNTED PATIENT LIFT (GULDMANN) NOT IN

CONTRACT, SHOWN FOR FUTURE REFERENCE. REFER TO

KEYNOTE 12, SHEET AE101.

10. UPPER CABINET, SEE 6/AE601.

11. CEILING MEDICAL GAS OUTLETS FOR MV, MA, AND O2. SEE

MECHANICAL DRAWINGS SHEET PG101.

12. WALL MOUNTED MEDICAL GAS OUTLETS FOR MV, MA, AND

O2. SEE MECHANICAL DRAWINGS SHEET PG101.

13. MILLWORK LOCKABLE STORAGE CABINET, SEE DETAIL

8/AE601.

14. PROVIDE SUPPORT BACKING FOR CT SCANNER MAIN

DISCONNECT PANEL.

SHEET NOTES

1. SEE SHEET AE100 FOR A OVERALL BASEMENT PLAN, AE601

FOR ROOM FINISH SCHEDULE, AND AE602 SCHEDULE FOR

INTERIOR FINISHES.

2. PREPARE EXISTING SUB-FLOOR TO MEET

MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF

FLOORING MATERIAL..

3. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT FLOORING

MATERIALS SHALL BE SMOOTH AND FLUSH WITH NO MORE

THAN 1/8" VARIATION IN HEIGHT.

4. FURNITURE AND EQUIPMENT SHOWN FOR

REPRESENTATION ONLY.

5. THE VA COR, VA INTERIOR DESIGNER, AND USERS TO

COORDINATE THE FINAL PURCHASING AND SELECTION OF

THE FURNITURE AND EQUIPMENT.

6. CONTRACTOR IS TO REMOVE ALL WALL MOUNTED

SIGNAGE, BULLETIN BOARDS, CHART HOLDERS, ETC.

PRIOR TO PAINTING UNLESS DIRECTED OTHERWISE.

TURN ALL REMOVED ITEMS OVER TO THE VA. THE VA WILL

BE RESPONSIBLE FOR REINSTALLATION OF ITEMS.

7. ASSURE THAT ALL REQUIRED BACKING IS INSTALLED IN

WALLS PRIOR TO INSTALLING DRYWALL. THIS INCLUDES

BACKING FOR WALL-MOUNTED DOORSTOPS.

8. REPLACE ANY FLOOR-MOUNTED DOORSTOPS REMOVED

AS PART OF FLOORING DEMOLITION WITH NEW FLOOR

MOUNTED DOORSTOPS.

SCALE:2 BASEMENT SIGNAGE PLAN

1/4" = 1'-0"

SCALE:3 BASEMENT FURNITURE AND EQUIPMENT PLAN

1/4" = 1'-0"

LEGEND

(HSF-1) HOMOGENEOUS SHEET FLOORING

WITH WELDED WALL BASE TO CREATE A

SANITARY TRANSITION (FIELD COLOR)

EXISTING FINISH FLOORING TO REMAIN

(FT-1) FLOOR TRANSITION BETWEEN

HOMOGENEOUS (HSF-1) AND EXISTING

CORRIDOR FLOORING

(FT-2) FLUSH FLOOR TRANSITION BETWEEN

HOMOGENEOUS (HSF-1) AND EXISTING G15

AND G15A FLOORING

CFCI: CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

OFCI: OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI: OWNER FURNISHED, OWNER INSTALLED.

EQUIPMENT AND FURNITURE SCHEDULE

MARK DESCRIPTION QUANTITY CFCI OFCI OFOI

E-1 OPEN CONSOLE 1 X

E-2 OPERATOR'S CHAIR 1 X

E-3 GANTRY 1 X

E-4

MAIN DISCONNECT

PANEL (MDP) 1 X

E-5 NG-2000V TABLE 1 X

E-6 PARTIAL UPS 14.4 KVA 1 X

E-7

POWER DISTRIBUTION

UNIT (NGPDU-92) 1 X

E-8 SYSTEM CABINET 1 X

E-9 GE STORAGE CABINET 1 X

E-10 INJECTOR ON CEILING 1 X

E-11 INJECTOR CONTROL 1 X

A B

7' -0

WOOD

VENEER ON

SOLID CORE,

LEAD LINED

WOOD (PAIR) VENEER

ON SOLID CORE, LEAD

LINED WITH INACTIVE

LEAF

HOLLOW METAL

LEAD LINED

DOOR FRAME

HOLLOW METAL

LEAD LINED

DOOR FRAME

3'-6" 5'-0"

1 2

7' -0

7' -0

7' -0

5'-0"3'-6"

2"

2"

2"

2"

2" HOLLOW METAL FRAME

WITH LEAD SHIELDING

LEADED SAFETY GLASS

CONTROL

ROOM

IMAGING ROOM

BOX HEADER

LEAD-LINED 5/8" TYPE

X GYPSUM BOARD PANELS -

EXTEND LEAD INTO FRAME

DOUBLE STUDS WELDED ON

EACH SIDE OFJAMB

OPENING

REMOVABLE GLAZING

STOP

CONTROL ROOM

IMAGING ROOM

STUD RUNNER - ATTACH

TO DOUBLE STUDS EACH

SIDE OF OPENING

LEAD LINED GYPSUM

BOARD PANELS

LEAD LINED HOLLOW

METAL FRAME ON FIRE

RETARDANT TREATED

WOOD BLOCKING

LEADED SAFETY GLASS

WITH GLAZING BLOCKS

AND TAPE

CONTROL ROOM IMAGING ROOM

STAINLESS STEEL

COUNTERTOP

STAINLESS STEEL

1/32" LEAD-LINED TYPE X

5/8"GYPSUM BOARD ON IMAGING

ROOM SIDE

CEILING AS SCHEDULED

TYPE PART

WIDTH

STUD

SIZE

STUD

SPACE

FIRE

RATE UL STC NOTE

A 5 1/4" 4" 16" NA - 45 MIN. TO B.O. STRUC.

A1 5 1/4" 4" 16" NA - TO 6" ABOVE

CEILING

TYPE PART

WIDTH

STUD

SIZE

STUD

SPACE

FIRE

RATE UL STC NOTE

B 5 1/4" 4" 16" NA - 45 MIN. TO B.O. STRUC.

B1 5 1/4" 4" 16" NA - TO 6" ABOVE

CEILING

CONTINUOUS STEELTRACK

WITH STEEL STUDS AS

NOTED BELOW

WALL BASE AS SCHEDULED

CONTINUOUS ACOUSTICAL

SEALANT

FLOOR FINISH AS SCHEDULED

CONTROL ROOM/

CORRIDOR/

EQUIPMENT ROOM

EXISTING STRUCTURE

CEILING AS SCHEDULED

CONTINUOUS STEELTRACK

WITH STEEL STUDS AS NOTED

BELOW

WALL BASE AS SCHEDULED

CONTINUOUS ACOUSTICAL

SELANT

FLOOR FINISH AS SCHEDULED

INSULATED WITH ACOUSTIC

SOUND BATTS

IMAGING

ROOM SIDE

G14

IMAGING ROOM G13 IMAGING ROOM G13

EXISTING…