S02_Drawings_Ft Harrison Exterior Stairs.pdf

MAIN ENTRANCE

PATRIOTS WAY

HONOR DR.

VETERANAS DR.

PATRIOTS WAY

VE

TE

R A

N A

S W

A Y

LIBERTY LANE

INDEPENDENCE WAY

PROJECT SITE

BLDG 141

GI001

JME RJF

COVER

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

VA MEDICAL CENTER

FT. HARRISON, MONTANA

ELT CHIEF, OIT

CHIEF, ENGINEERING SERVICE CHIEF, LOGISTICS SERVICE

CHIEF, EHRM SAFETY

CHIEF, POLICE INFECTION CONTROL

VA SIGNATORIES

EAST EXTERIOR IMAGE B141

BUILDING 141 EXTERIOR

STAIR REPLACEMENT

CAMPUS PLAN

N

TRUE N

SHEET LIST

Sheet Number Sheet Title

GENERAL

GI001 COVER

GI002 GENERAL PRECONSTRUCTION INFECTION CONTROL RISK ASSESSMENT

LANDSCAPING

LP100 LANDSCAPE PLAN

STRUCTURAL

SI000 STRUCTURAL ABBREVIATIONS AND LEGEND

SI001 GENERAL NOTES

S-101 STAIR FRAMING PLAN

S-501 SECTIONS & DETAILS

S-502 SECTIONS & DETAILS

S-503 SECTIONS & DETAILS

ARCHITECTURAL

AI001 ABBREVIATIONS, SYMBOLS, LEGENDS, AND GENERAL NOTES

AE100 BASEMENT PLAN - OVERLALL

AE101 FIRST FLOOR - OVERALL

AE111 FLOOR PLANS - EAST STAIR

AE112 FLOOR PLANS - SOUTH STAIR

AE201 EXTERIOR ELEVATIONS

AE401 ENLARGED STAIR PLAN AND SECTIONS

AE501 DETAIL, WALL TYPE, & DOOR SCHEDULE

MECHANICAL

MI001 MECHANICAL ABBREVIATIONS, SYMBOLS, AND NOTES

MP100 OVERALL MECHANICAL BASEMENT PLAN

MP200 ENLARGED MECHANICAL BASEMENT PLAN

MH500 MECHANICAL DETAILS - SNOWMELT SYSTEMS

MH501 MECHANICAL DETAILS

MH600 MECHANICAL SCHEDULES

ELECTRICAL

EI001 ABBREVIATIONS, SYMBOLS, LEGENDS, AND GENERAL NOTES

EP100 ELECTRICAL BASEMENT PLAN

EL100 ELECTRICAL BASEMENT LIGHTING PLAN

EL101 ELECTRICAL FIRST FLOOR LIGHTING PLAN

EP500 ELECTRICAL DETAILS

EP600 ONE LINE DIAGRAM - PARTIAL

EP610 SCHEDULES

08252023

GI002

GENERAL PRECONSTRUCTION

INFECTION CONTROL RISK

ASSESSMENT

JME RJF

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

Introductory Information and Instructions Use this template as a baseline for performing facility Infection Control Risk Assessments (ICRAs) for construction, renovation, and maintenance work (referred to as the “activity” in this document). The template provides minimum requirements for categorizing activity types and patient risk to determine the level of precautions needed to prevent infection risks. Facilities may customize this template to incorporate site-specific information and/or to add more stringent criteria.

NOTE: This VHA ICRA template pertains specifically to infection prevention. It must be used in conjunction with the required Pre-Construction Risk Assessment (PCRA) for the activity which addresses other activity-related safety concerns (e.g., vibration, noise) outside the scope of the ICRA.

To complete the template:

1. Use Table 1 to identify the category of the construction, renovation and/or maintenance activity.

2. Use Table 2 to identify the areas affected by the activity.

3. Use Table 3 to identify the overall patient risk category that will be affected by the activity.

4. Use Table 4 to determine the level of infection prevention and control precautions needed for the activity.

Once all 4 steps above are completed: Refer to Table 5 for the minimum required control measures for the level of infection prevention and control precautions needed for the activity. Refer to Table 6 for the minimum infection prevention and control measures required on completion of the activity.

PERMIT: See the last page of this document for a fillable permit form to be used for posting at the activity site as needed.

Table 1 - Construction, Renovation, and/or Maintenance Activity Category NOTE: If any of the bulleted criteria in a higher activity category pertains to the work that will be done (even if the other criteria are in a lower category), use the higher activity category for the VHA ICRA.

Activity Category determined from Table 1 (A, B, C, or D):

Category A

Inspection and/or facility upkeep generally defined as follows:

• Work can be completed in a single shift, not to exceed 10 hours.

• Patients and/or employees may be in the area depending on the activity.

• Work that does not create dust or debris.

• Removal of ceiling tile or access to mechanical or electrical chase for visual inspection limited to 1 tile per 50 square feet with limited exposure time (not to exceed an hour for each tile) within the shift.

• Minor interior updates (e.g., replacing floor or ceiling tiles, carpentry work to include hanging signage, and painting without sanding) that do not create dust or debris.

• Limited building system maintenance such as plumbing on potable systems limited to faucet replacement etc. and electrical work such as replacement of bulbs, receptacles, or switches.

Category B

General maintenance and repair work generally defined as follows:

• Prolonged inspection and work that may take longer than a single shift but not exceeding a week.

• Patients and employees are not to be in the area until activity is completed.

• Work that creates minimal dust and debris.

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

• Interior finish or surface repairs, updates, or modifications such as repair of firewalls and barriers, and new flooring that produces minimal dust and debris. Controlled sanding activities (e.g., wet or dry sanding) that produce minimal dust and debris.

• Plumbing work such as installation or replacement of a single fixture or piping for a single fixture. Any work on sanitary plumbing including snaking of drains.

• Electrical work such as installation of cabling/wiring/conduit for a single device, installation of new device such as a light fixture that produces minimal dust and debris.

• Air Handler and/or fan shutdown/startup and HVAC work such as replacement of a single diffuser, single terminal unit or a single device that produces minimal dust and debris.

Category C

Small-scale construction, renovation, or maintenance generally defined as follows:

• Work requiring longer than a single week to complete but not exceeding 6 months.

• Patients and employees are not to be in the area until activity is completed.

• Demolition/removal of preexisting floor covering, casework, lay-in ceiling, or other architectural elements.

• Demolition/removal of more than 32 ft2 of drywall/framing, hard ceilings, and doors/framing and minimal infrastructure such as electrical circuits and branch piping.

• Installation of new walls, ceilings and doors including framing, drywall/plaster and associated work.

• Plumbing work such as the installation of new sinks, showers and toilets and associated plumbing.

• Shut down of sections of potable water systems.

• Electrical work such as installation of conduit and wire for lighting, receptacles and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans etc.

• Modification of existing fire alarm and suppression systems.

• Mechanical work such as the installation of ductwork, diffusers, and terminal units for an area.

Category D

Large-scale construction, renovation, or maintenance generally defined as follows:

• Work exceeding 6 months in duration.

• Patients and employees are not to be in the area until activity is completed.

• Large-scale demolition of building components and infrastructure including removal of multiple doors, walls, framing, ceilings, flooring, piping, electrical and HVAC.

• The installation building components such as new walls, ceilings and doors including framing, drywall and associated plaster work.

• Plumbing work such as the installation of:

o new medical gas systems, o steam/heating hot water, condensate systems, o multiple sinks, showers and toilets including associated plumbing.

• Shutdown of potable water, steam/heating hot water, condensate, and medical gas systems.

• Electrical work such as installation of electrical feeders, distribution panels, conduit and wire for lighting, receptacles and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans etc.

• Installation of fire alarm and suppression systems.

• Electrical shutdown of multiple panels.

• Mechanical work such as the installation of air handling equipment, associated ductwork, diffusers, heat exchangers, terminal units and controls.

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

Table 2 - Affected Area Assessment

Identify the areas and associated patients that will be affected by the construction/renovation/maintenance activity (see the Figure for a visual representation of adjacent affected areas).

Figure: Isometric drawing of affected area assessment

Area Service(s)/Type(s) of Area(s) (e.g., OR, Unit/Ward, Sterile

Processing, Administrative, etc.)*

Point of Contact (POC) POC Contact Information

Activity Area**

Area Above

Area Below

Adjacent Area 1

Adjacent Area 2

Adjacent Area 3

Adjacent Area 4

* There may be more than one Service/type of area for each row. List all.

** List the area(s) in which the construction/renovation/maintenance activity will occur. NOTE: When the Activity Category is B, C, or D, the control measures are determined by the Patient Risk in the adjacent affected areas.

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

Table 3 - Patient Risk Category

Using Table 3, identify the patient risk category for each area listed in Table 2. Of the patient risk categories identified, select the one with the greatest risk as the overall Patient Risk Category for the activity.

Overall Patient Risk Category determined from Table 3 (Low, Medium, High, or Highest):

Low Risk

Non-patient care areas such as:

Medium Risk

Patient care support areas such as:

High Risk

Patient care areas such as:

Highest Risk

Procedural, invasive, sterile support and highly compromised patient care areas such as:

• Public hallways and gathering areas not in clinical areas

• Office areas not in clinical areas

• Breakrooms not in clinical areas

• Bathrooms or locker rooms not in clinical areas

• Mechanical/electrical rooms not in clinical areas

• Waiting areas

• Clinical engineering (biomedical)

• Materials management

• Sterile processing department – dirty side

• Kitchen, cafeteria, gift shop, coffee shop, and food kiosks

• Patient care rooms and areas, including spinal cord injury units

• All acute care units, including mental health

• All outpatient units and clinics

• Emergency department

• Community Living Centers, domiciliaries, and transitional residences

• Employee health

• Pharmacy – general work zone

• Medication rooms and clean utility rooms

• Imaging suites – diagnostic imaging

• Laboratory

• All transplant units

• All intensive care units

• All oncology units and chemotherapy/infusion centers

• OR theaters and restricted areas

• Hemodialysis units

• Procedural rooms*

• Pharmacy compounding area

• Sterile processing department – clean side

• Transfusion services

• Imaging suites – interventional imaging

• Dedicated isolation wards/units for infectious diseases

* Procedural Rooms are designated for the performance of patient care activities that may require high-level disinfected or sterile instruments and some environmental controls but is not required to be performed with the environmental controls of an operating room (OR). The room is intended for procedures that are performed in an aseptic surgical field and penetrates the protective surfaces of a patient’s body (e.g., subcutaneous tissue, mucous membranes, cornea) or entry into or opening of a sterile body cavity. Examples of these spaces include Cardiac Catheterization Suites, Electrophysiology Suites, Endovascular/GI Suites, Angio Suites and other spaces which may have high risk patient populations.

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

Table 4 - Level of Infection Prevention and Control Precautions Match the Overall Patient Risk Category (Low, Medium, High, Highest) determined from Table 3 with the planned Construction/Renovation/Maintenance Activity Category (A, B, C, D) from Table 1 to determine the minimum Level of Infection Prevention and Control Precautions (I, II, III, or IV) using Table 4 below.

Level of Precautions determined from Table 4 (I, II, III, or IV):

An infection prevention and control permit is required for Level III and Level IV. Consult with Infection Prevention and Control for Level I and Level II.

Table 5 - Required Infection Prevention and Control Measures, by Level of Precautions Controls defined below for the Level of Precautions identified for the activity must be in place before the activity begins and maintained until work is completed and the area is activated. Control measures for each Precaution Level must also include the control measures in the preceding Level(s).

As the activity progresses, a full re-evaluation of remaining activity type and patient risk is required prior to downgrading the Level of Precautions.

Level of Precautions

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.

Patient Risk Category

Activity Category

A B C D Low Risk I II II III Medium Risk I II III IV High Risk I II IV IV Highest Risk II III IV IV

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

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.

VHA Infection Control Risk Assessment for Construction, Renovation and Maintenance

Table 6 - Minimum Infection Prevention and Control Measures Required Upon Completion of the Activity Controls defined below shall be completed upon completion of the activity and inspected prior to terminating measures defined in Table 5.

Level of Precautions Measures

Levels I - II Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

HVAC Systems:

1. Remove isolation of HVAC system in areas where work is being performed. Verify that HVAC systems are clean and operational.

2. Verify the HVAC systems meet original airflow and air exchange design specifications.

Water systems:

1. Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA Directive 1061.

Levels III - IV Construction areas must be inspected by an infection preventionist and engineering representative (and others as determined by the facility) for final activity/project close out and removal of infection prevention and control measures.

Work Area Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

1. Critical barriers must remain in place during all work involving drywall removal, creation of dust and activities beyond simple touch-up work. The barrier may NOT be removed until a work area cleaning has been performed. Additional cleaning may be needed after removal of barrier.

2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

i. Carefully remove screws and painter tape.

ii. If dust will be generated during screw removal, use hand-held HEPA vacuum.

iii. Drywall cutting is prohibited during removal process.

iv. Clean all stud tracks with HEPA vacuum before removing outer hard barrier.

v. Use a plastic barrier to enclose area if dust could be generated.

Negative Air Requirements:

1. The use of negative air must be designed to remove contaminants from the work area.

2. Negative air devices (fans, filters, monitoring and documentation equipment) must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.

HVAC systems:

1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

2. Verify that HVAC systems are clean and operational.

3. Verify and document through a TAB the HVAC systems meets original airflow and air exchange design specifications.

Water systems:

1. Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA Directive 1061.

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

08252023 rforster Typewritten Text C rforster Typewritten Text

II

rforster Typewritten Text

EXTERIOR EAST STAIR

rforster Typewritten Text

JOE BILODEAU (COR)

rforster Typewritten Text N/A rforster Typewritten Text

UNDER STAIR (NOT OCCUPIED)

rforster Typewritten Text

FIRST FLOOR

rforster Typewritten Text N/A rforster Typewritten Text N/A rforster Typewritten Text

OIT OFFICE B-29

rforster Typewritten Text

JOE BILODEAU

rforster Typewritten Text

JOE BILODEAU

rforster Typewritten Text

LOW

LP100

ALK GJV

SCALE: 3/4" = 1'-0"

0' 2'1'

SHEET NOTES:

1. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM

ALL WALLS, FOUNDATIONS, AND STRUCTURES.

2. CONTRACTOR TO PROVIDE DUST CONTROL DURING AND

UPON COMPLETION OF WORK.

3. QUANTITIES PROVIDED ARE FOR REFERENCE ONLY

CONTRACTOR TO VERIFY ALL.

4. PLANT SPACING WILL VARY BASED ON SITE CONDITIONS.

5. CONTRACTOR TO ENSURE EXISTING LANDSCAPE

IRRIGATION IS RELOCATED TO ACCOMMODATE NEW

LANDSCAPE PLAN CONFIGURATION.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

SCALE:1 LANDSCAPE ENLARGEMENT PLAN

3/4" = 1'-0"

NEW LANDSCAPE AREA

SEE LEGEND FOR

PLANTING LIST.

LEGEND

SYMBOL BOTANICAL NAME / COMMON NAME QUANTITY SIZE

SESLERIA AUTIMNALIS

AUTUMN MOOR GRASS

DELPHINIUM "BLUE MIX"

BLUE MIX LARKSPUR

PAPAVER ORIENTALE "ALLEGRO"

RED DWARF ORIENTAL POPPY

GERANIUM CANTABRIGIENSE "BIOKOVO"

BIOKOVO CRANESBILL

7 1 GAL.

9 1 GAL.

6 1 GAL.

4 1 GAL.

NEW LANDSCAPE AREA

SEE LEGEND FOR

PLANTING LIST.

/SEED

FOOT-TAMPERED COMPACTED

BACKFILL UNDER ROOTBALL

6" MIN

SCALE:2 SHRUB PLANTING DETAIL

NOT TO SCALE

6" M

IN

6" MIN

BACKFILL MIXTURE

FERTILIZER TABLETS

SCARIFY SIDES OF HOLE PRIOR TO

PLANTING

TEMPORARY 3" HIGH BERM (REMOVE

WHEN IRRIGATION IS INSTALLED)

2" GRAVEL MULCH W/ 1/2" ON

ROOTBALL TAPER TO BASE OF TRUNK

PLANT CROWN AT FINISHED GRADE

LANDSCAPE PLAN

PROVIDE 4" WIDE

CONCRETE CURBING.

DEER RESISTANT

DEER RESISTANT

DEER RESISTANT

DEER RESISTANT

PROVIDE 4" WIDE

CONCRETE CURBING.

8/25/2023

AI001

JBE RJF

ABBREVIATIONS, SYMBOLS,

LEGENDS, AND GENERAL NOTES

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

POT POINT OF TANGENT

PPL PEOPLE

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT CONC POST-TENSIONED CONCRETE

PVC POLYVINYL CHLORIDE

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 FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE / CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FOOT / FEET

FTG FOOTING

FURR FURRED(ING)

GA GAGE, GAUGE

GALV GALVANIZE(D)

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GRND GROUND

GRT GROUT

HAC HOUSEKEEPING AIDS CLOSET

HB HOSE BIB

HNDCP HANDICAP

HDW HARDWARE

HJT HEAD JOINT

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSE POWER / HIGH PRESSURE

HSKP HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

IES ILLUMINATING ENGINEERING SOCIETY

IGU INSULATED GLASS UNIT

IN INCH (“)

INC INCORPORATED

INFO INFORMATION

INSUL INSULATION/INSULATE(D)(ING)

INT INTERIOR

INV INVERT

JT JOINT

K KIP (1,000 LB.)

LDR LADDER

LAM LAMINATE

LAV LAVATORY

LB POUND

LAG LAG SCREW

LG LENGTH / LONG

LTG LIGHTING

LVL LAMINATED VENEER LUMBER

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MTL METAL

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

UC UNDERCUT

UG UNDERGROUND

UL UNDERWRITERS'

LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

V VOLT

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VIF VERIFY IN FIELD

VIT VITREOUS

VS VERSUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF

TANGENT

VPI VERTICAL POINT OF

INTERSECTION

VPC VERTICAL POINT OF

CURVATURE

W WEST / WIDTH / WIDE /

W/ WITH

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WATER HEATER

WDW WINDOW

W/O WITHOUT

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XPAN CROSS PAN

XSECT CROSS SECTION

XSTR EXTRA STRONG

YD YARD

YR YEAR

ABBREVIATIONS

FA FIRE ALARM

FB FACE BRICK

FC FOOT-CANDLE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND EQUIPMENT

FG FIXED GLASS

FIN FL FINISHED FLOOR

FIN FL EL FINISHED FLOOR ELEVATION

FIX FIXTURE

FL FLOOR

FH FIRE HYDRANT

N/A NOT APPLICABLE

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPOI OWNER PROVIDED, OWNER INSTALLED

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PFN PRE-FINISHED

PH PHASE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

POC POINT OF CURVE/CONTACT

FRP FIBER GLASS REINFORCED PLASTIC

MPI MASTER PAINTERS

INSTITUTE

HVLS HIGH VOLUME LOW

SPEED

POI POINT OF INTERSECTION

EPS EXPANDED POLYSTYRENE

XPS EXTRUDED POLYSTYRENE

WPIV WALL POST INDICATOR VALVE

LOC LOCAL OPERATOR CONSOLE

FDC FIRE DEPARTMENT CONNECTION

WPIV WALL MOUNTED POST INDICATOR VALVE

UCF UNIFIED FACILITIES CRITERIA

GENERAL NOTES

REM REMOTE EQUIPMENT MODULE

GSF GROSS SQUARE FEET

IBC INTERNATIONAL BUILDING CODE

STC SOUND TRANSMISSION SYSTEM

AFFF AQUEOUS FILM FORMING FOAM

PVMT PAVEMENT

PFAS PER-POLYFLUOROALKYL SUBSTANCES

1. BUILDING 141 IS ON THE HISTORICAL REGISTER AND IS

CONSIDERED TO BE A BUILDING OF HISTORICAL

SIGNIFICANCE AND SHALL FOLLOW THE LIST OF CHARACTER

DEFINING FEATURES THAT THE MONTANA STATE HISTORIC

PRESERVATION OFFICE (SHPO) CONSIDERS TO REPRESENT

THE HISTORIC INTEGRITY OF THE BUILDING, AS WELL AS A

LIST OF RECOMMENDED ACTIONS TO ENSURE THAT THE

BUILDING'S REHABILITATION MEETS THE SECRETARY OF THE

INTERIOR STANDARDS FOR REHABILITATION.

2. BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS

AND NOTIFY VETERANS AFFAIRS COR OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK.

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO ORDERING OR INSTALLING ANY MATERIALS OR

EQUIPMENT.

4. DAMAGED AREAS CAUSED DURING CONSTRUCTION MUST BE

REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

REPAIRS MUST MATCH EXISTING CONDITIONS AND FINISHES.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND

DISPOSAL OF DEMOLITION AND/OR CONSTRUCTION DEBRIS

ASSOCIATED WITH THE WORK. DISPOSAL MUST BE IN

COMPLIANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS. THE PROJECT SITE MUST BE KEPT CLEAN

AND FREE FROM WASTE MATERIALS.

6. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY

REMOVED MATERIALS.

7. COORDINATE AND INSTALL FIRE-TREATED WOOD BLOCKING

OR SHEET METAL BACKING FOR ANCHORAGE OF

WALL-MOUNTED MECHANICAL AND/OR ELECTRICAL

COMPONENTS IN NEW UTILITY ROOM UNDER EXISTING EAST

STAIR.

8. MAINTAIN TEMPORARY PARTITIONING AND OTHER

MEASURES AS REQUIRED FOR INFECTION CONTROL IN

ORDER TO SEPARATE DAY-TO-DAY BUILDING 141 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.

9. UTILITY PENETRATIONS FOR TIE-INS BETWEEN NEW AND

EXISTING SHALL BE PERFORMED WITHOUT AFFECTING

DAY-TO-DAY BUILDING 141 OPERATIONS TO THE GREATEST

EXTENT POSSIBLE. COORDINATE WITH VA PROVIDING

NOTIFICATION AND LEAD TIMES AS REQUIRED BY DIVISION 01

SPECIFICATIONS.

10. COORDINATION IS REQUIRED BETWEEN THE CONTRACTOR

AND THE COR TO ESTABLISH THE MOST EFFICIENT METHOD

FOR BRINGING THE STAIR RENOVATION INTO FULL STAIR

OPERATION. THE INTERFACE OF SYSTEMS AND

INFRASTRUCTURE FOR MECHANICAL AND ELECTRICAL,

BETWEEN THE EXISTING AND NEW SHALL BE IDENTIFIED AND

COORDINATED, INCLUDING NIGHT WORK, PRIOR TO

CONSTRUCTION IN ORDER TO DEVELOP A SPECIFIC

APPROACH TO ALLEVIATE DOWN TIME FOR HOSPITAL AND

AND BUILDING 141 OPERATIONS.

SAB SOUND ATTENUATION BATTS

AE501

AE502

AE405

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 NAME

9'-0"

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

LOBBY

A

AE4019

N

TRUE N

SCALE:

FLOOR PLAN

1/8"=1'-0"1

SHEET

NUMBER

SCOPE OF WORK

THE CONTRACTOR SHALL PROVIDE SERVICES AS OUTLINED IN

THIS SCOPE OF WORK.

BUILDING 141 (EAST)

1. REMOVE THE STEPS AND LANDINGS OF THE TWO

CONTIGUOUS STAIR RUNS (AT THE EAST END OF BUILDING

141) AND REPLACE THEM WITH CAST-IN-PLACE COLORED

CONCRETE STAIRS WHICH ARE TO BE HEATED BY EITHER

GLYCOL HYDRONIC TUBES OR BY ELECTRICAL CABLES (BID

ALTERNATE #1) AS A MEANS OF MELTING ICE AND SNOW.

2. THE STAIRS ARE SUPPORTED BY A COMBINATION OF BRICK,

CONCRETE MASONRY UNITS, AND CAST-IN-PLACE CONCRETE

WALLS WHICH WILL REMAIN AND BE STRENGTHENED WHERE

REQUIRED.

3. LANDINGS WILL BE SAW CUT AND REMOVED AND THEN

REFORMED ON METAL DECKING ATTACHED TO EXISTING

CONCRETE BEAMS WITH STEEL ANGLES.

4. EXPANSION JOINTS WITH STAINLESS STEEL DOWELS AND

PREFORMED EXPANSION MATERIAL WILL CONNECT THE NEW

WORK TO THE EXISTING.

5. NEW BRICK CHEEK WALLS SHALL BE ADDED ON EITHER SIDE

STAIR WITH NEW HANDRAILS THAT MATCH THE EXISTING.

THE BRICK CHEEK WALLS AND STEEL HANDRAILS ARE TO BE

REPLICATED AND MADE HISTORICALLY ACCURATE PER

MONTANA STATE HISTORIC PRESERVATION OFFICE (SHPO)

GUIDELINES.

6. HYDRONIC WATER HEATING SYSTEM WITH HYDRONIC

HEATING WATER BOILER (THAT IS EITHER AN

ELECTRIC-FIRED OR A GAS-FIRED WATER BOILER/HEATER).

ADDITIONALLY, THIS SYSTEM WOULD REQUIRE A SMALL

GLYCOL TREATMENT SYSTEM INCLUDING MULTIPLE

SENSORS AND CONTROLS WITH A SUPPLY PUMP AND AN

INDEPENDENT GLYCOL PUMP.

7. TWO EXTERIOR LIGHT FIXTURE SCONES AT EAST STAIR.

8. NEW BOILER ROOM SHALL HAVE LIGHTING, POWER, NEW

DOOR, WALL GYPSUM BOARD AND METAL STUD WALL INFILL,

SOUND ATTENUATION BATTS, AND SPRAY-FOAM INSULATION

UNDER STAIRS.

9. NEW ARCHED, STEEL CANOPY OVER THE EAST ENTRY (BID

ALTERNATE #2).

10. THE ENTIRE EAST BRICK FAÇADE OF BUILDING 141 AND THE

REMAINING BRICK STAIR WALLS ARE TO BE TUCKPOINTED.

11. THE EXISTING SIDEWALK IS TO REMAIN IN PLACE, AND THE

EXISTING HANDRAILS ON THE CONCRETE STAIRS THAT LEAD

FROM THE SIDEWALK TO THE EAST PARKING LOT SHALL BE

REPLACED WITH SITE STANDARD DOUBLE-RAIL STYLE

HANDRAILS PER CAMPUS STANDARD.

BUILDING 141 (SOUTH)

12. REMOVE EXISTING RAILING AND REPLACE WITH NEW STEEL

RAILING TO MATCH EAST SIDE ENTRY STAIR RAILING.

AE100

JME RJF

BASEMENT PLAN - OVERLALL

0'

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

16'8'4'

SCALE:1 BASEMENT PLAN - OVERLALL

1/8" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

AE111

1. PROVIDE SEALANT AT ALL ELECTRICAL OUTLETS, PLUMBING

FIXTURES OR OTHER EQUIPMENT ABUTTING OR

PENETRATING A PARTITION.

2. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC DESIGN

COMPONENTS.

3. REFER TO PLUMBING DRAWINGS FOR ALL DEMOLISHED AND

NEW PLUMBING FIXTURES.

4. REFER TO ELECTRICAL DRAWINGS FOR POWER AND

LIGHTING REQUIREMENTS.

SHEET NOTES:

AE111

08252023

AutoCAD SHX Text B-21

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text B-2

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text B-31

AutoCAD SHX Text

ELEC

AutoCAD SHX Text B-29A

AutoCAD SHX Text

UTILITY

AE201

AE201

AE201

OPP.

SIM.

AE101

JME RJF

FIRST FLOOR - OVERALL

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

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

SCALE:1 FIRST FLOOR - OVERALL

1/8" = 1'-0"

AE111

1. PROVIDE SEALANT AT ALL ELECTRICAL OUTLETS, PLUMBING

FIXTURES OR OTHER EQUIPMENT ABUTTING OR

PENETRATING A PARTITION.

2. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC DESIGN

COMPONENTS.

3. REFER TO PLUMBING DRAWINGS FOR ALL DEMOLISHED AND

NEW PLUMBING FIXTURES.

4. REFER TO ELECTRICAL DRAWINGS FOR POWER AND

LIGHTING REQUIREMENTS.

SHEET NOTES:

AE111

AE112

N

TRUE N

08252023

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

ELEV

UP

AE111

XXX XXX

FLOOR PLANS - EAST STAIR

0'

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

8'4'2'

SHEET NOTES:

1. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM

DEMOLITION ACTIVITIES.

2. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES WITH

THE COR.

3. THE GOVERNMENT WILL BE RESPONSIBLE FOR REMOVING

ALL STORED ITEMS AND EQUIPMENT PRIOR TO

COMMENCEMENT OF WORK.

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

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO

NEW CONDITION. MATCH EXISTING ADJACENT

CONSTRUCTION AND MATERIAL TO GREATEST EXTENT.

5. REMOVE MECHANICAL, PLUMBING, AND ELECTRICAL

EQUIPMENT AND DEVICES PER DISCIPLINE DEMOLITION

SHEETS.

KEY NOTES - DEMOLITION:

1. REMOVE EXISTING RAILING AND ASSOCIATED ANCHORS.

2. REMOVE EXISTING STAIRS.

3. REMOVE EXISTING PLANTS AND BEDDING SOIL, AND REMOVE

EXISTING GRASS TO PREPARE FOR NEW SHRUBBERY AREA.

4. EDGE OF EXISTING WALL BELOW TO REMAIN, VERIFY IN FIELD.

5. EXISTING LANDING TO REMAIN.

6. EXISTING STONE CAP AND BRICK COLUMN TO REMAIN.

7. SAWCUT EXISTING CONCRETE LANDINGS AND AFFECTED

EXISTING BEAMS AT THESE AREAS ONLY AND ALIGN CUTS WITH

NEW STAIR RUNS. VERIFY IN FIELD, SEE ARCHITECTURAL

1/AE111 AND STRUCTURAL 1/S-101.

8. EXISTING CIRCULAR STAIRS AND RAILING TO REMAIN.

9. EXISTING BRICK WALL TO REMAIN.

10. REMOVE EXISTING BRICK WALL TO ALLOW NEW VENTILATION

LOUVER, SEE EXTERIOR ELEVATION 1/AE201.

11. REMOVE EXISTING WINDOWS AND ALUMINUM FRAME.

12. REMOVE EXISTING FRAMED WALL TO FINISH FLOOR FOR NEW

3'-0"X7'-0" DOOR.

13. REMOVE EXISTING BRICK AT CHEEK STAIR WALL, TYPICAL.

14. EXISTING SIDEWALK TO REMAIN AND BE PROTECTED DURING

CONSTRUCTION. IF DAMAGED, CONTRACTOR TO

REPAIR/REPLACE, IN KIND, AT THEIR OWN EXPENSE.

15. REMOVE BRICK COLUMN AND RETAIN CAP FOR

FOR REINSTALLATION.

16. EXISTING STAIR FOUNDATION BEARING WALLS TO REMAIN.

17. REMOVE BEAM, SEE 1/AE111 AND VERIFY IN FIELD.

SCALE:3 BASEMENT PLAN

1/4" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

SCALE:4 FIRST FLOOR PLAN

1/4" = 1'-0"

SCALE:1 DEMOLITION BASEMENT PLAN

1/4" = 1'-0" SCALE:2 FIRST FLOOR DEMOLITION PLAN

1/4" = 1'-0"

KEY NOTES - CONSTRUCTION:

1. STEEL RAILING PER SITE RAILING STANDARDS.

2. STEEL RAILING TO MATCH EXISTING TYPE AND COLOR.

3. EXISTING RAILING TO REMAIN; GRIND AND SAND TO SMOOTH

FINISH AND PAINT TO MATCH EXISTING BLACK COLOR.

4. METAL CANOPY ABOVE (BID ALT. #2), SEE EXTERIOR

ELEVATIONS SHEET 3/AE201. NOTE: LIGHTING FIXTURE TO BE

REMOVED FOR THIS OPTION.

5. NEW EXPOSED CONCRETE STAIRS WITH HEATED FLOOR

SYSTEM. THE CONCRETE MUST BE INTEGRALLY COLORED TO

TO MATCH THE COLOR OF THE ADJACENT BRICK.

6. BRICK VENEER CHEEK STAIR WALL. NEW MASONRY TO MATCH

IN KIND THE BRICK PREVIOUSLY REMOVED.

7. 3'-0" X 7'-0" SOLID CORE HOLLOW METAL DOOR AND DOOR

FRAME, SEE SHEET AI001.

8. INFILL WALL: 5/8" TYPE X GYPSUM BOARD ON METAL STUD AT

INTERIOR OFFICE SIDE (PAINTED) WITH MINERAL WOOL SAFB

WITH 5/8" CEMENT BOARD SHEATHING WITH SEALED EDGES ON

STAIR SIDE (UNPAINTED).

9. ACCESS DOOR TO REMAIN.

10. SHRUBBERY AREA WITH HARDY, HIGH-RESISTANT TO DEER

PLANTS AND XERISCAPING, SEE LANDSCAPE PLAN.

11. NEW CONCRETE LANDING WITH HEATED FLOOR SYSTEM,

INTEGRALLY COLORED TO MATCH ADJACENT BRICK AND

POURED EVEN WITH REMAINING BRICK LANDING.

12. ASSUMED EXISTING SUPPORT STRUCTURE FOR CHEEK WALLS

ABOVE, VERIFY IN FIELD, SEE STRUCTURAL 6/S-501.

13. REPLACE DAMAGED LANDING SAILOR COURSE BRICK.

HATCHED AREA

INDICATED AREA OF

DEMOLITION

HATCHED AREA

INDICATED AREA OF

NEW HEATED

CONCRETE

8 8

BOTH

SIDES

BOTH

SIDES

TYP. #

N

TRUE N

BRICK BORDER

TO REMAIN

BRICK BORDER

TO REMAIN

A100

REMOVE

BEAM,

SEE

1/S-502

REMOVE

BEAM,

SEE

1/S-502

A

08252023

AutoCAD SHX Text B-29

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OIT

AutoCAD SHX Text B-29A

AutoCAD SHX Text

UTILITY

AutoCAD SHX Text B-29

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OIT

AutoCAD SHX Text B-29A

AutoCAD SHX Text

UTILITY

AutoCAD SHX Text

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

DAV

AutoCAD SHX Text

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

USPS

AutoCAD SHX Text 143A

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

USPS

AutoCAD SHX Text

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

DAV

AutoCAD SHX Text

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

USPS

AutoCAD SHX Text 143A

AutoCAD SHX Text

MAIL

USPS

AE112

JME RJF

FLOOR PLANS - SOUTH STAIR

0'

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

8'4'2'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

SHEET NOTES:

1. WORK FOR THIS PROJECT IS TO BE DONE FIRST ON THE

SOUTH STAIR SO THAT IT CAN BE THE MAIN ENTRY DURING

THE DURATION OF CONSTRUCTION.

2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM

DEMOLITION ACTIVITIES.

3. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES WITH

THE COR.

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

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO

NEW CONDITION. MATCH EXISTING ADJACENT

CONSTRUCTION AND MATERIAL TO GREATEST EXTENT

POSSIBLE. AT LOCATIONS WHERE HANDRAIL POSTS OR

RAILS HAVE BEEN REMOVED CUT OUT THE AFFECTED

SURROUNDING BRICK, INFILL WITH GROUT TO MAKE

SMOOTH AND REPLACE IN-KIND TO MATCH EXISTING.

KEY NOTES:

1. REMOVE EXISTING ALUMINUM RAILING AND ASSOCIATED

HARDWARE.

2. NEW 1 1/2" ANODIZED ALUMINUM RAILING WITH POSTS AT 4'-0"

MAXIMUM SPACING ON CENTER - ALL HANDRAIL COMPONENTS

TO MEET VETERAN ADMINISTRATION HANDRAIL STANDARDS

FOR TYPE AND ATTACHMENT.

3. DOOR LOCKING MECHANISM SHALL BE UPGRADED TO MEET VA

SECURITY REQUIREMENTS . COMPONENT SELECTION TO BE

COORDINATED BY COR AND VA POLICE.

SCALE:1 FIRST FLOOR DEMOLTION PLAN - SOUTH STAIR

1/4" = 1'-0"

1' -0

3' -1

3/

8"

TR

4' -5

/8

LA

N D

. V

IF

8' -0

/8

TR

EA

D S

AT

1"

1' -0

'-4

/8

EX

IS

TI

N G

S

TA

IR

(V

ER

IF

Y)

7'-6 3/8"7'-6 3/8"

SCALE:2 FIRST FLOOR PLAN - SOUTH STAIR

1/4" = 1'-0"

1' -0

22 2

AE201

JME RJF

EXTERIOR ELEVATIONS

SCALE: 3" = 1'-0"

1'6"0'

SCALE:1 EXTERIOR ELEVATIONS

1/4" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

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

EXTERIOR STAIR

REPLACEMENT

FORT HARRISON, MT

436-20-118

APPROVED: COR

AUGUST 2023REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

FINAL CONSTRUCTION

DOCUMENTS (RTA)

DWG. OF

JOSEPH BILODEAU

Joseph.Bilodeau@va.gov

SHEET NOTES:

1. BUILDING 141 EAST BRICK FACADE MUST BE

TUCK-POINTED, ANY VISIBLE DAMAGE, CRACKING, OR

CRUMBLING OF THE EXISTING BRICK MORTAR JOINTS

MUST BE REPOINTED PER PRESERVATION BRIEF #2:

REPOINTING MORTAR JOINTS IN HISTORIC MASONRY

BUILDINGS.

2. ANY MATERIAL REPLACEMENT MUST BE IN-KIND

REPLACEMENT.

3. ALL NEW COMPONENTS MUST BE HISTORICALLY

ACCURATE AS APPROVED BY MONTANA STATE HISTORIC

PRESERVATION OFFICE (SHPO).

9 9 59

SCALE:2 EXTERIOR ELEVATIONS

1/4" = 1'-0"

12 12

12 12

SCALE:3 CANOPY

1/2" = 1'-0" SCALE:4 CANOPY ATTACHMENT DETAIL

3" = 1'-0"

3' -0

7'-8"

3' -1

/4

SECTION

PLAN

EXISTING EXTERIOR WALL

METAL FLASHING IN SEALANT

PREFINISHED STANDING SEAM

CANOPY - BLACK

PREFINISHED 1 1/2" X 1/8"

ALUMINUM SQUARE TUBE - BLACK

PREFINISHED 1 1/2" 'Z" CLIP - BLACK

5/8" EPOXY ANCHOR BOLT (AT 5 PLACES)

0'

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

4'2'1'

0'

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

8'4'2'

NOTE:

BID ALTERNATE - THE CANOPY DRAWINGS ARE

FOR ILLUSTRATION PURPOSES ONLY. THE COR

APPROVED CANOPY VENDOR IS TO PROVIDE

FINAL DESIGN AND ENGINEERING FOR VA

APPROVAL

KEY NOTES:

1. STEEL RAILING TO MATCH EXISTING TYPE AND COLOR.

2. NEW SCONCE LIGHT FIXTURE TO…