C27_ York DWGs Bid.pdf

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER

1 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

IMPROVE SECURITY YORK CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129

VA PROJECT #: 626A4-20-103

WVS

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-002 SITE PLAN 2 4

G-003 ICRA INFORMATION AND DETAILS 3 4

G-004 GROUND FLOOR LOGISTICS PLAN 4 4

CIVIL

CS100 CIVIL SITE PLAN 1 1

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES 1 4

AD-100 GROUND FLOOR DEMOLITION AND ICRA PLAN 2 4

A-100 GROUND FLOOR PLAN 3 4

A-601 DOOR SCHEDULE AND DETAILS 4 4

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 4

ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN 2 4

E-101 FIRST FLOOR ELECTRICAL PLAN 3 4

E-501 ELECTRICAL DETAILS 4 4

PHARMACY SITE - BLDG 3 PROJECT LOCATION

DocuSign Envelope ID: CCA35CFA-10D5-46CA-B65B-41D1EAF752D3

3/5/2024

A-100

A-401CS100

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EASTVIEW DR

LEBANON PIKE - HIGHWAY 231 - MEMORIAL BLVD.

12 13

BUILDING NOT IN SCOPE

PROJECT LOCATION

SITE PLAN LEGEND

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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SITE PLAN

2 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

Scale: 1" = 80'-0"

SITE PLAN

N O

R T

H

0 4 8 16

A. GENERAL CONTRACTOR TO COORDINATE WITH

VA COR ON LOCATION AND NUMBER OF SPACES

AVAILABLE TO CONSTRUCTION CREW.

1 STAGING AREA. CONTRACTOR TO PROVIDE A

TEMPORARY GALVANIZED 6' HIGH CHAIN LINK

CONSTRUCTION FENCE, WEIGHTED PANEL TYPE

WITH PRIVACY SCREEN AND ONE 8' DOUBLE GATE.

ANY GROUND DAMAGED AT THE STAGING AREA

TO BE REPAIRED TO ITS ORIGINAL CONDITION.

2 CONSTRUCTION MATERIALS ENTRANCE

COORDINATE TIMES WITH COR.

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

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

5/8" TYPE 'X' GYPSUM BOARD -

BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

A P

P R

O X

V

IF

4 7/8"

A

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND UL U419

A P

P R

O X

V

IF

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR IMPROVE SECURITY MURFREESBORO CAMPUS

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

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EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE

DESIGNATION FOR THIS PROJECT IS LEVEL III/IV FOR THE CLASS OF

PRECAUTIONS OR LEVEL OF INFECTION CONTROL ACTIVITIES. HARD

SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA INDICATED

ON THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO

SEAL AREA FROM NON-WORK AREA AS LONG AS THE SPRINKLER

SYSTEM IS INTACT AND ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES

(PROVIDE AND LOCATE A STAGING AREA FOR HAZMAT SUITS NEAR THE

PLASTIC BARRIER ENTRANCE SPACES - CONSTRUCTION ANTEROOM.

THEY SHALL BE USED WHEN GOING INTO CONSTRUCTION AREA AND

LEAVING THE CONSTRUCTION AREA) AND TOOL STORAGE AND TIGHT

SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND

WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY CLEANED IF

TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON

COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL

BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE

BEFORE REMOVAL OF A PERMANENT BARRIER.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY

OR MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND

DEBRIS INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED

TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO

ENTER THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND

MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE

USED; THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN

ENTRY AND THE CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES.

EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE

VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH

EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR

MACHINES SHALL BE USED, AND THE CHUTE OPENING SHALL BE

SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED AND SEALED

BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA.

THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE

AREAS WITHOUT PRIOR APPROVAL OF THE COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

4C. ALL EQUIPMENT REMAIN IN THE ORs AND ASSOCIATED ROOMS SHALL

BE COVERED AND PROTECTED PRIOR STARTING EACH CONSTRUCTION

PHASE.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR

PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND

WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF

THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO

REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE,

PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800

CUBIC FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE

OUTSIDE IF APPROVED BY VAMC. IF EXHAUST SHALL BE TIED INTO A

RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL

BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE

DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS

NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN THE FREQUENCY AS IDENTIFIED BY

THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED

AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE

CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G.,

COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM

SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING

THE BARRICADE. IF PROTECTIVE APPAREL IS UTILIZED, THE

CONTRACTOR SHALL CONSTRUCT A SPACE OR ANTEROOM FOR

CHANGING CLOTHING AND STORING EQUIPMENT (DESIGNATED AREA.

ALL EQUIPMENT, TOOLS, TOOL CARTS, AND MATERIALS TRANSPORTED

THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND

MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR REMOVAL

FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION

SITE, VA EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA

INFECTIOUS DISEASE CONTROL HAS INSPECTED AND APPROVED THE

CLEANING.

ICRA NOTES

III/IVLOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

II

I

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 IV

IV

IV

III/IV

III/IV

III

III/IV

I

III

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2 Medium Risk

Group 1 Low Risk

- Office areas (non-clinical)

- Hallways

- FES/EMS areas

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

- Pharmacy

- Radiology/ CT Scanner

- Urgent Care

- Laboratories

- CLCs

- SPD; AMCU;

- Respiratory Isolation Rooms

- Surgery

III

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

C

LA

S S

IV

C

LA

S

S

II

During Construction Project

C L-

I C

LA

S

S

II

I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust.

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.

7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

1. Includes all activities required by Class I

2. Provide active means to prevent airborne dust from dispersing into atmosphere.

3. Water mist work surfaces to control dust while cutting.

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

7. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace per manufacturer's recommendations. Do not remove barriers from work area until completed project is inspected each by the Hospital Safety Officer, Facilities Management Maintenance and Engineering Department and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

- Physical Therapy

- Radiology departments

- All patient waiting rooms

- All outpatient clinics

- Research Areas

- Respiratory Therapy

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-003

ICRA INFORMATION AND DETAILS

3 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

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

ICRA MOBILE CONTAINMENT CART

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

ICRA BARRIER WALL TYPE

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

107 18 17 16

PAT ED

BOOTHS

G12M

IV

BUFFER

G12CC

HD

BUFFER

G12HH HD

ANTEROOM

G12GG

HD

STAGING

G12X

DELIVERY/

RECYCLING

/WASTE

PICKUP

G12U

RECEIVING

TEARDOWN

G12V

OPEN

STORAGE

G12Z

CORRIDOR

G12W

OFFICE

G12AA

IV

ANTEROOM

OFFICE

G12H

ANTE

G12J

CHEMO

IV

BUFFER

DISPENSING

G12B

VAULT

G12P

WAITING

G12

VAULT,

MAIL

G12D

TECH

G12H

RECEIVING

G12G

PICK

G12M

PRO

TECH

G12J

SUPER

G12F

PHARM

PROCESS

G12G

OFFICE 4

G08C

OFFICE 3

G08D

OFFICE 2

G08E

TECH

G12E

PHARMACY

BULK

G12D COMPOUNDING

G12O

CORRIDOR

G12Q

MULTI-PURPOSE

G08

HAC

G12A

CORR.

G30A

STAIR

G10

VESTIBULE

FILLING/ASSEMBLY

G12C

CART

STOR.

G12N

G12G

G30A

G12FAN

ROOM

G12A

G12B

CORRIDOR

G29

OFFICE 1

G80A

ADMIN

G08B

EXISTING SIDEWALK

A-601

CONSTRUCTION MATERIALS

ROUTE

PROPOSED CONTRACTOR

STAGING AREA

LEGEND

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-004

GROUND FLOOR LOGISTICS PLAN

4 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

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

GROUND FLOOR LOGISTICS PLAN

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

N O

R T

H

0 4 8 16

A. SEE SPECIFICATIONS FOR BADGING

REQUIREMENTS.

B. NO MAJOR EQUIPMENT ACCESS THROUGH THE

BUILDING BETWEEN 7AM TO 5PM. CONTRACTOR

TO COORDINATE WITH VA COR.

C. STICKY MAT AT CONSTRUCTION ACCESS TO BE

CHANGED WHEN DIRTY AT VA REQUEST.

CB

M W

W

G

G

G

G W

W W

W W

W W

W W

W W

W W

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UG

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UG

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UG/E

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PA

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BUILDING 121

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs© COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects

MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

A

B C

D E

21 4 5 6 7

321 4 5 6 7

NC License #: C-1848

Revisions: Date#

# N/A

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129

IMPROVE SECURITY

YORK CAMPUS

CS100

CAHDLS

CIVIL SITE PLAN

1 1

KEY PLAN

1" = 10'

SCALE IN FEET

10 5 10 20 before you dig belowKnow what's

Call

R

1) CONTRACTOR SHALL NOTIFY COR OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

3) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR

TO COMMENCEMENT OF ANY LAND DISTURBANCE.

4) NO OUTSIDE STORAGE IS PERMITTED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

5) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

6) MAXIMUM CUT OR FILL SLOPE=3H:1V

7) 24 HOUR CONTACT: VA COR

8) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING

CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE,

ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,

UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE

SUBGRADE TO REMAIN SHALL BE COMPACTED TO 98% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF

THESE MATERIALS. REFER TO SPEC 31 20 00 FOR FURTHER DETAILS.

9) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING

CONSTRUCTION FOR PROTECTION OF ADJACENT ROADWAYS.

SHEET NOTES:

KEY NOTES:

1. EXISTING METAL CANOPY (TO REMAIN)

2. EXISTING CONCRETE ISLAND (TO REMAIN)

3. TYPE "A" 5" CONCRETE BOLLARDS TO BE INSTALLED 10" ON

CENTER FROM FACE OF CONCRETE ISLAND, 3" ON CENTER

FROM CORNER OF GAS PUMPS, MAX BOLLARD SPACING 5'

CENTER TO CENTER (TYP.)

4. EXISTING CONCRETE PAVING (TO REMAIN)

5. EXISTING FUEL PUMP (TO REMAIN)

6. EXISTING CONCRETE CURB (TO REMAIN)

7. EXISTING CANOPY SUPPORT COLUMN (TO REMAIN)

8. EXISTING STORM GRATE (TO REMAIN)

9. EXISTING IN-GROUND FUEL TANK CONNECTION POINT (TO

REMAIN)

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED OXIDE (PAINT NO.1).

ONE FINISH COAT OF DULL BLACK ENAMEL PER VA SPECIFICATIONS AND STRIPES CONSISTING OF 4" [102mm] BANDS OF YELLOW REFLECTORIZED TAPE SHALL BE USED UNLESS OTHERWISE

SPECIFIED ON THE PLANS.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL BE SUBMITTED TO

THE AGENCY FOR APPROVAL.

5"Øx7'-0" [127Øx2134mm]

STANDARD PIPE POST

BARRICADE CONCRETE

FILLED

UTILITY CONCRETE

PER VA

SPECIFICATIONS

5' O.C.[1.5m]

3"Øx5'-0" [76Øx1524mm]

STANDARD PIPE POST

BARRICADE CONCRETE

FILLED.

[1 m m

4" [1 m m

4"

[1

2m m

4'-

6" 2'-

6" [7 m m

[7 6m

3" m

4" m m

4"

[1

7m m

3'-

6" 1'-

6" [7 m m

[7 6m

3"

TYPE "A" TYPE "B"

[305mm] 12"

[229mm] 9"

CONCRETE POST BARRICADES

NOT TO SCALE

CS100

UG/E UG/E EXISTING UNDERGROUND ELECTRICAL

W W EXISTING UNDERGROUND WATER LINE

LEGEND

ENTER

EXIT

03/08/2024

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE WINDOW TYPE

DOOR TAG

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH WITH SAME QUALITY OR BETTER.) REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE OWNER OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR

REINSTALLED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES WITH SAME QUALITY OR BETTER.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/4

/2

:0

:2

P M

C U s e rs

\c k u rk u l\ D o c u m e n ts

\A

-1

Y

-Q

-V

A Y o rk

S e c I m p ro v -T

N c k u rk u lG

V Y

H

.r v t

A-001

ARCHITECTURAL GENERAL NOTES

1 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

DEMOLITION NOTES

GENERAL SYMBOL LEGEND

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLISH WALL

DEMOLISH DOOR

DEMOLISH WINDOW

EXISTING WINDOW TO REMAIN

DEMO & ICRA LEGEND

TEMPORARY WALL 1 HR

TEMPORARY DOOR

PLASTIC ZIPPER BARRIER

STICKY MAT

A

B

C

D

E

F

G

302625.5876 13

RECEIVING

TEARDOWN

G12V

CORRIDOR

G12W

HD

STAGING

G12X

OFFICE

G12H

ANTE

G12J

CHEMO

DISPENSING

G12B

VAULT

G12P

PAT ED

BOOTHS

G12M

WAITING

G12

CORRIDOR

G28

VAULT,

MAIL

G12D

TECH

G12H

RECEIVING

G12G

PICK

G12M

PRO

TECH

G12J

SUPER

G12F

PHARM

PROCESS

G12G

OFFICE 4

G08C

OFFICE 3

G08D

OFFICE 2

G08E

TECH

G12E

PHARMACY

BULK

G12D

COMPOUNDING

G12O

MULTI-PURPOSE

G08

HAC

G12A

CORR.

G30A

STAIR

G10

VESTIBULE

FILLING/ASSEMBLY

G12C

CART

STOR.

G12N

CORRIDOR

G12Q

107 18 17 16

G12

G12G

G30A

G12U

G12X

G12B

G12V

G12W

CR

CR

RECEIVING

G12G

T D

-0

PHASE 1 PHASE 2

PHASE 1 PHASE 2

TD-02

TD-04

2 2

3 3

CR

C R

TD-03

WORK AREA 1

WORK AREA 2 WORK AREA 3

WORK AREA 4

SCHEDULE

SEE

S E

E S

C H

E D

U L E

A 1

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE

2"

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/4

/2

:0

:2

P M

C U s e rs

\c k u rk u l\ D o c u m e n ts

\A

-1

Y

-Q

-V

A Y o rk

S e c I m p ro v -T

N c k u rk u lG

V Y

H

.r v t

AD-100

GROUND FLOOR DEMOLITION AND

ICRA PLAN

2 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

GROUND FLOOR DEMOLITION AND ICRA PLAN

N O

R T

H

0 2 4 8

ICRA DOOR SCHEDULE

DOOR NO.

DOOR DOOR FRAME FIRE

RATING HDWR SET REMARKSWIDTH HEIGHT THICK ELEV MAT'L ELEV

HARDWARE SET 1.0

3 HINGES

1 DUST PROOF STRIKE PLATE

1 LATCH SET

1 DOOR CLOSER

2 KICK PLATES

1 GASKETING

MANUFACTURER'S

CORBIN RUSSWIN

MCKINNEY

PEMKO

ROCKWOOD

CO

MK

PE

RO

TA2714

VA CAMPUS STANDARD

DC6210XA11

K1050F

S888 X HEAD & JAMBS

32D

26D

32D

MK

RO

CO

RO

PE

NOTES:

HARDWARE MANUFACTURER'S LISTED AS BASIS OF DESIGN. ALTERNATE

MANUFACTURERS ACCEPTABLE, SUBJECT TO REVIEW BY ARCHITECT AND C.O.R.

FOR EQUAL QUALITY COMPLIANCE.

LATCH SET TO SUPPORT THAT WHICH ARE USED AT THIS FACILITY, COORDINATE

WITH C.O.R.

DOOR TYPE A TO BE HOLLOW METAL OR SOLID CORE WOOD VENEER AT

CONTRACTOR'S DISCRETION

TD-01 3'-0" 7'-0" 1 3/4" A HM 1 45 MIN. 1.0

TD-02 3'-0" 7'-0" 1 3/4" A HM 1 45 MIN. 1.0

TD-03 3'-0" 7'-0" 1 3/4" A HM 1 45 MIN. 1.0

1 DEMO WALL TO STUDS THIS SIDE ENTIRE

WALL. STUDS AND INSULATION ETR.

2 DEMO DOOR AND FRAME.

3 DEMO COUNTERTOP BOTH SIDES. SEE

PHASING NOTE THIS SHEET.

4 REMOVE PASS THRU.

5 COORDINATE ENCLOSING THIS AREA WITH

PHARMACY. DELIVERIES COME THROUGH

THIS AREA.

6 DEMOLISH EXISTING CARD READER.

A. WORK IN THE PHARMACY TO OCCUR IN TWO

PHASES. ONE COUNTERTOP AND WINDOW

TO REMAIN OPERATIONAL AT ALL TIMES

THROUGHOUT THE CONSTRUCTION PERIOD.

COMPLETE DEMO AND NEW WORK IN ITS

ENTIRETY BEFORE MOVING ON TO THE NEXT

PHASE.

B. TEMPORARY ENCLOSURES AND ICRA MEASURES

MUST BE IN PLACE PRIOR TO DEMOLITION WORK.

COORDINATE SEQUENCING OF WORK AREAS

WITH VA.

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

ICRA DOOR, FRAME, AND SCHEDULE

TD-04 3'-0" 7'-0" 1 3/4" A HM 1 45 MIN. 1.0

NOTES:

DOOR SCHEDULE AND HARDWARE INFO FOR TEMPORARY DOORS ONLY

CR

CRCR

C R

A

B

C

D

E

F

G

302625.5876

RECEIVING

TEARDOWN

G12V

CORRIDOR

G12W

HD

STAGING

G12X

OFFICE

G12H

ANTE

G12J

CHEMO

DISPENSING

G12B

VAULT

G12P

PAT ED

BOOTHS

G12M

WAITING

G12

CORRIDOR

G28

VAULT,

MAIL

G12D

TECH

G12H

RECEIVING

G12G

PICK

G12M

PRO

TECH

G12J

SUPER

G12F

PHARM

PROCESS

G12G

OFFICE 4

G08C

OFFICE 3

G08D

OFFICE 2

G08E

TECH

G12E

PHARMACY

BULK

G12D

COMPOUNDING

G12O

MULTI-PURPOSE

G08

HAC

G12A

CORR.

G30A

STAIR

G10

VESTIBULE

FILLING/ASSEMBLY

G12C

CART

STOR.

G12N

CORRIDOR

G12Q

A-601

A-601

107 18 17 16

G12U

G12X

G12V

G12W

G12G

G12

G30A

FAN

ROOM

G12A

RECEIVING

G12G

G12B

2 2

5 5

6 6 6

A-601

A-601

PHASE 1 PHASE 2

PHASE 1 PHASE 2

7 7

A-601

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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A-100

GROUND FLOOR PLAN

3 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

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

GROUND FLOOR PLAN

N O

R T

H

0 2 4 8

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

1 ATTACH 3 5/8" 16 GA. STUDS TO EXISTING STUDS,

WELD NEW 9 GA. DIAMOND SECURITY MESH

OVER, SCREW 7/16" BALLISTIC LEVEL 3

FIBERGLASS PANELS. NEW GYP BD OVER AND

PAINT. EVERYTHING TO DECK ENTIRE WALL.

2 NEW PLASTIC LAMINATE OVER EXISTING

SUBSTRATE. P-LAM TO BE SELECTED BY VA

INTERIOR DESIGNER.

3 24" x 24" x 24" STAINLESS STEEL WITH GLASS

FRONT, INTERLOCKING PASS THRU CHAMBER BT

TERRA UNIVERSAL INC. OR EQUAL. STANDARD

MOUNTING BRACKETS WITH BRACING TO

PHARMACY SIDE. INSTALL AT EXISTING HOLE TO

EXISTING DEMOLISHED PASS THRU.

4 INFILL WALL WHERE EXISTING PASS-THRU WAS

REMOVED. CONCRETE BLOCK THICKNESS TO

MATCH EXISTING, METAL STUDS AND GYP BD,

PAINT TO MATCH EXISTING.

5 NEW DOOR AND FRAME, DUAL AUTHENTICATION

CARD READER. SEE SCHEDULE SHEET A-601.

6 INSTALL NEW WINDOW FILM BOD 3M S70X.

APPROXIMATE WINDOW SIZE IS 27" X 62"

7 EXISTING GLAZING TO REMAIN. EXISTING

GLAZING MEETS UL 752 LEVEL 3.

8 PAINT WALL.

A. WORK IN THE PHARMACY TO OCCUR IN TWO

PHASES. ONE COUNTERTOP AND WINDOW

TO REMAIN OPERATIONAL AT ALL TIMES

THROUGHOUT THE CONSTRUCTION PERIOD.

COMPLETE DEMO AND NEW WORK IN ITS

ENTIRETY BEFORE MOVING ON TO THE NEXT

PHASE.

GROUND FLOOR

0"

CEILING

8' - 0"

G30AG12B

A-601

A-601

PAINT ENTIRE WALL. COLOR

TO BE SELECTED BY VA

INTERIOR DESIGNER.

DISPENSING

G12B

WAITING

G12

DECK ABOVE

REMOVE 4'-0" OF EXISTING ACT

AND GRID AND STORE.

REMOVE GYP BD AND SECURITY

MESH

REMOVE FIBERGLASS PANELS

AND BATTENS

SECTION

FLOOR LEVEL

PLAN

SECTION

TOP OF WALL

GYPSUM BOARD REMAINS

ON THIS SIDE OF WALL

DISPENSING

G12B

WAITING

G12

SECTION

FLOOR LEVEL

PLAN

SECTION

TOP OF WALL DECK ABOVE

RE-USE ACT AND GRID UPON

COMPLETION OF WALL CONSTRUCTION

SPOT WELD NEW 9 GA. DIAMOND

SECURITY MESH TO 16 GA. METAL

STUDS @ 16" O.C. BOTH WAYS

3 5/8" 16 GA. MET'L STUDS ATTACH TO

EXIST. STUDS ENTIRE WALL

7/16" BALLISTIC LEVEL 3 FIBERGLASS

PANELS SCREW TO STUDS. BASIS OF

DESIGN: TOTAL SECURITY SOLUTIONS OR

EQUAL. SUBMITTAL REQUIRED.

5/8" TYPE 'X' GYP BD AND PAINT

RUBBER BASE

SECURITY MESH AND BALLISTIC

PROTECTION TO RUN TIGHT TO

UNDERSIDE OF DECK

1 2

2" 2"

SCHEDULE

SEE 2"

SCHEDULE

SEE 2"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

GF

S E

E S

C H

E D

U L E

SCHEDULE

SEE

S E

E S

C H

E D

U L E

SCHEDULE

SEE

1'-8"8"

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

EXISTING WALL

DOOR & FRAME - SEE

SCHEDULE

EXISTING WALL

DOOR & FRAME -

SEE SCHEDULE

SEE DOOR

SCHEDULE

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

METAL STUDS TO

FORM HEADER

SEE DOOR

SCHEDULE

TYPES

SEE PARTITION

DOOR AND

FRAME - SEE

DOOR SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

METAL STUDS

TO FORM JAMB

DOOR AND FRAME - SEE

DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) METAL STUDS TO

FORM JAMB

T Y

P E

S

S E

E P

A R

T

IT

IO

N

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) METAL STUDS TO

FORM BOX BEAM

SEE DOOR

SCHEDULE

TYPES

SEE PARTITION

METAL FRAMED

WALL ASSEMBLY

5/8" GYP BD

GROUND FLOOR

0"

CEILING

8' - 0"

G12B

A-601

A-601

PAINT ENTIRE WALL. COLOR

TO BE SELECTED BY VA

INTERIOR DESIGNER.

NEW BASE TO MATCH

EXISTING.

GROUND FLOOR

0"

CEILING

8' - 0"

SUPPORT BRACKET

INTERLOCKING

STAINLESS STEEL PASS

THROUGH CHAMBER

MANUFACTURER'S MOUNTING

BRACKETS. SHOP DRAWINGS

REQUIRED.

V A

R

IE

S

DISPENSING

G12B

WAITING

G12

GROUND FLOOR

0"

V A

R

IE

S

11" +/-1'-6" +/-

EXISTING TELLER WINDOW

AND FRAME TO REMAIN

EXISTING STAINLESS

STEEL PASS THRU

DEPRESSION TO REMAIN.

REINSTALL AFTER NEW

PLAM INSTALLATION

EXISTING SHEATHING TO

REMAIN

REMOVE EXISTING P-LAM

AND REPLACE WITH NEW.

SELECTION BY THE VA.

DISPENSING

G12B

WAITING

G12

NO P-LAM ON UNDERSIDE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-601

DOOR SCHEDULE AND DETAILS

4 4NPM

IMPROVE SECURITY YORK

CAMPUS

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON RD.

MURFREESBORO, TN 37129 MARCH 8, 2024

BID DOCUMENTS

626A4-20-10322-199Y

WVS

CR= CARD READER

ETR= EXISTING TO REMAIN

HM= HOLLOW METAL

PNT= PAINT

SCW= SOLID CORE WOOD

STN= STAIN

WD= WOOD

DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

GROUND FLOOR

G12 3' - 6" 7' - 0" 1 3/4" WD STN F ETR PNT 2 7 3 45 MIN. 1.0 CR

G12B 3' - 0" 7' - 0" 1 3/4" WD STN F HM PNT 1 8 4 45 MIN. 1.0 CR

G12G 6' - 0" 7' - 0" 1 3/4" WD STN G HM PNT 1 6 2 2.0 CR

G30A 3' - 6" 7' - 0" 1 3/4" WD STN F HM PNT 2 7 3 45 MIN. 1.0 CR

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

PHARMACY/DISPENSING INTERIOR ELEVATION

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

PHARMACY DISPENSING WALL - DEMO

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

PHARMACY DISPENSING WALL - NEW

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

FRAME ELEVATIONS

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

DOOR ELEVATIONS

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

JAMB DETAIL @ CMU

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

HEAD DETAIL @ CMU

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

HEAD DETAIL @ METAL STUD

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

JAMB DETAIL @ METAL STUD

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

JAMB DETAIL @ METAL STUD

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

HEAD DETAIL @ METAL STUD

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

LOBBY INTERIOR ELEVATION

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

PASS THROUGH DETAIL

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

TELLER COUNTER SECTION

NOTES:

HM FRAME PAINT COLOR TO BE SELECTED BY VA

INTERIOR DESIGNER. SUBMITTAL REQUIRED.

L L

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UT UNDERGROUND TELEPHONE

UTP UNSHIELDED TWISTED PAIR

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Φ PHASE

C CENTER LINE

P PLATE

MTR MOTOR, MOTORIZED

MTS MANUAL TRANSFER SWITCH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERLOAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT

UNIT

PCB POLYCHLORINATED BIPHENYL

PC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

POE POWER-OVER-ETHERNET

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

R RELOCATE/RELOCATED

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

1P 1 POLE (2P, 3P, 4P, ETC.)

1PH 1 PHASE

2/C TWO-CONDUCTOR (3/C, 4/C, ETC.)

2W TWO-WIRE (3W, 4W, ETC.)

3PH 3 PHASE

A AMPERE

AAP ALARM ANNUNCIATOR PANEL

AC ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACC ACCESSIBLE

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

A/E ARCHITECT/ENGINEER

AF AMP FRAME

AFC AVAILABLE FAULT CURRENT (KILOAMPS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATED

CAP CAPACITY

CAT CATALOG, CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCR CONTROL CONTACTOR

CCT CORRELATED COLOR TEMPERATURE

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

CO CONTRACTING OFFICER

COAX COAXIAL CABLE

COMM COMMUNICATION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

D DEMOLITION

dB DECIBEL

DB DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH/DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ESMT EASEMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

ELECTRIC WATER HEATER

EX EXISTING

EXP EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FU FUSE

FUDS FUSED SAFETY DISCONNECT

SWITCH

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BD GYPSUM BOARD

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IES ILLUMINATION ENGINEERING SOCIETY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

I/W INTERLOCK WITH

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LF LINEAR FEET/FOOT

LM LUMEN

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOA MULTIOUTLET ASSEMBLY

MSBD MAIN SWITCHBOARD

MT MOUNT

A1 b

E1 c d

T1

'LPN'

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER OR AN UPPER

CASE LETTER AND NUMBER.

THE SWITCH DESIGNATION (IF NEEDED) IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: LIGHTING FIXTURE TYPE 'A1' IS CONTROLLED BY SWITCH 'b'.

EXIT SIGNS: STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING

MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES

DIRECTIONAL ARROW ON ILLUMINATED FACE(S).

DEVICES: THE SWITCH DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

TRANSFORMERS: THE TRANSFORMER TYPE IS INDICATED BY A NUMBER

FOLLOWING THE UPPER CASE LETTER 'T'. SEE THE TRANSFORMER SCHEDULE OR

THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND

REQUIREMENTS.

PANELBOARDS: PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING

SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR

DESIGNATION CODES.

SHEET KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE NOTE

NUMBER INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANEL: THE PANEL DESIGNATION AND CIRCUIT

DESIGNATION ARE SHOWN ADJACENT TO THE HOME RUN ARROW.

CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANEL

SCHEDULE WITH THE CORRESPONDING PANEL AND CIRCUIT DESIGNATION.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE

A UNIT TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

'LPN'-1,3,5

EXAMPLE 1: WALL MOUNTED EXIT SIGN TYPE 'E1' WITH SINGLE FACE

AND DIRECTIONAL ARROW.

EXAMPLE 2: CEILING MOUNTED EXIT SIGN TYPE 'E2' WITH DOUBLE

FACE AND DIRECTIONAL ARROWS.E2

EXAMPLE: SPLIT DUPLEX RECEPTACLE; ONE RECEPTACLE OUTLET IS

CONTROLLED BY SWITCH 'c'.

EXAMPLE: SINGLE POLE SWITCH 'd' TO CONTROL LIGHTING FIXTURES INDICATED BY 'd'.

EXAMPLE: TRANSFORMER TYPE 'T1'.

EXAMPLE: HOME RUN TO PANELBOARD 'LPN'; CIRCUITS 1, 3, 5.

DEMOLITION KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE

NOTE NUMBER INDICATED IN THE SQUARE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT AND WITH THE…