22-153 BD Dwgs.pdf

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 PROJECT IMAGE PROJECT IMAGE

/2

/2

:5

:2

A

M C

U s e rs \a c a b ra

\D o c u m e n ts

\A

-1

-A lb io n

E H

R M

-T N a c a b ra M

U

S

.r v t

G-001

COVER SHEET AND DRAWING INDEX

1 4LMB

EHRM A/E INFRASTRUCTURE

UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208 JULY 24, 2023

BID DOCUMENTS

626-22-705QA22-153

N/A

EHRM A/E INFRASTRUCTURE UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208

VA PROJECT #:

626-22-705QA

LCW

DRAWING LIST

GENERAL

G-001 COVER SHEET AND DRAWING INDEX 1 4

G-002 GENERAL INFORMATION 2 4

G-003 ICRA INFORMATION AND DETAILS 3 4

G-101 FIRST FLOOR OVERALL AND LIFE SAFETY PLAN 4 4

ARCHITECTURAL

A-101 GENERAL NOTES, ENLARGED PLANS, ABBREVIATIONS AND DOOR SCHEDULE AND DETAILS 1 1

MECHANICAL

M-101 FIRST FLOOR HVAC PLAN 1 1

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 7

E-002 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 2 7

ET101 FIRST FLOOR, OVERALL PLAN 3 7

ET401 ELECTRICAL ENLARGEMENTS 4 7

ET501 ELECTRICAL AND TECHNOLOGY DETAILS 5 7

ET502 ELECTRICAL AND TECHNOLOGY DETAILS 6 7

ET601 ELECTRICAL AND TECHNOLOGY SCHEDULES AND RISER DIAGRAMS 7 7

SITE LOCATION PROJECT LOCATION

D AE RR CE HT ITSI EG CE TR

AGRICULTURELA

W

RENCE C. WITKOW

SK

I

No. 106099

DocuSign Envelope ID: A423AD4A-C509-4425-9937-3ED0E97AD456

7/21/2023

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

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

XX.X

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO

PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND

STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) 2021 (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES

BELOW)

• NFPA 101 LIFE SAFETY CODE 2021 (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC) 2021

• INTERNATIONAL MECHANICAL CODE (IMC) 2021

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

STANDARD (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH- RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01 00 00 OF

THE SPECIFICATIONS.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2019.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2019.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION

FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY

HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

TELECOM ROOM PHASING NOTES

A. WORK RELATED TO TELECOMMUNICATION ROOM CONSTRUCTION SHALL BE

PERFORMED SEQUENTIALLY BY FLOOR STARTING AT THE LOWEST FLOOR

LEVEL UNLESS ALTERNATE PLANS ARE APPROVED BY COR.

B. WORK HOURS AND SPECIAL CONSIDERATIONS WITHIN THE WORK

CONSTRAINT BY AREA MATRIX.

C. ANY DATA PORTS MOVED FROM OLD INFRASTRUCTURE TO NEW SHALL BE

OPERABLE AT THE END OF EACH SHIFT. NO AREA OF THE FACILITY IS TO LOSE

DATA SERVICE FOR MORE THAN ONE SHIFT.

D. COORDINATE WITH COR 2 WEEKS IN ADVANCE FOR ANY OUTAGE THAT WILL

AFFECT MORE THAN 6 ROOMS AT A TIME. OUTAGE MUST BE APPROVED IN

WRITING.

E. DATA CABLING REPLACEMENT FOR AREAS SERVED BY A NEWLY

CONSTRUCTED TELECOMMUNICATIONS ROOM SHOULD BE INSTALLED IN THE

FOLLOWING MANNER:

E.1 CONSTRUCT CLOSET, INSTALL RACKS AND EQUIPMENT.

E.2 RUN CABLING TO EACH ROOM SERVED BY THE CLOSET DOWN THE

CORRIDORS AND COIL THE CABLES OUTSIDE EACH ROOM.

E.3 TERMINATE ALL CABLES AT THE PATCH PANELS WITHIN THE NEW

CLOSET.

E.4 PULL OUT OLD CABLES AT EACH ROOM AND TERMINATE NEW CABLES

AS SPECIFIED. A MAXIMUM OF 6 ROOMS CAN BE TAKEN OUT OF

SERVICE AT A TIME

E.5 BLANK ANY FACEPLATES NO LONGER USED UTILIZING STAINLESS

STEEL COVERS.

E.6 TEST AND CERTIFY ALL CABLES PER SPECIFICATION PRIOR TO MOVING

TO THE NEXT ROOM.

E.7 PLUG ALL EXISTING EQUIPMENT INTO NEW PORTS.

F. DATA CABLING REPLACEMENT FOR AREAS SERVED BY A MODIFIED

TELECOMMUNICATIONS ROOM

F.1 PERFORM ANY SPACE EXPANSION OF CLOSET REQUIRED BY

DOCUMENTS

F.2 BUILD ONE NEW RACK AT A TIME IF SPACE IS CONSTRAINED.

RUN CABLING TO EACH ROOM SERVED BY THE CLOSET DOWN THE

CORRIDORS AND COIL THE CABLES OUTSIDE EACH ROOM.

F.3 TERMINATE ALL CABLES AT THE PATCH PANELS WITHIN THE NEW

RACK.

F.4 PULL OUT OLD CABLES AT EACH ROOM AND TERMINATE NEW CABLES

AS SPECIFIED. A MAXIMUM OF 6 ROOMS CAN BE TAKEN OUT OF

SERVICE AT A TIME

F.5 BLANK ANY FACEPLATES NO LONGER USED UTILIZING STAINLESS

STEEL COVERS.

F.6 TEST AND CERTIFY ALL CABLES PER SPECIFICATION PRIOR TO MOVING

TO THE NEXT RACK

F.7 PLUG ALL EXISTING EQUIPMENT INTO NEW PORTS.

F.8 REPEAT FOR EACH RACK UNTIL ALL RACKS IN CLOSET ARE

COMPLETED.

G. REMOVE ALL EXISTING CABLING THAT HAS BEEN DISCONNECTED AS PART OF

THIS PROJECT. REMOVE CABLING BY FLOOR AFTER COMPLETION OF NEW

DATA CABLING ON EACH FLOOR.

H. CONTRACTOR TO PROVIDE A DRAFT PHASING PLAN DENOTING THE ORDER IN

WHICH THE TELECOM IMPROVEMENTS WILL BE COMPLETED WITHIN 30 DAYS

OF PROJECT AWARD.

I. CONTRACTOR SHOULD KEEP A ROLLING 2 WEEK LOOK AHEAD DENOTING

SCHEDULE FOR CABLING WORK IN EACH ROOM.

J. CONTRACTOR TO SCHEDULE WALKTHROUGH OF EACH DEPARTMENT AT

LEAST 2 WEEKS PRIOR TO STARTING WORK TO DISCUSS SEQUENCING AND

SPECIAL REQUIREMENTS OF DEPARTMENT.

K. ALL ICRA REQUIREMENTS TO BE VERIFIED WITH VA COR AND INFECTION

CONTROL PERSONNEL PRIOR TO BEGINNING WORK. ADJUSTMENTS TO THE

ICRA REQUIREMENTS LISTED IN THESE DOCUMENTS SHALL BE MADE

ACCORDING TO INFECTION CONTROL PERSONNEL DIRECTION.

L. NO WORK SHALL OCCUR IN A ROOM OCCUPIED BY A PATIENT OR VISITOR.

NOTE TO CONTRACTOR:

1. THIS PROJECT IS WITHIN THE CITY OF NASHVILLE. ALL PERMITS, CLEARANCE

AND CITY REGULATIONS CONFORMANCE IS THE RESPONSIBILITY OF THE

CONTRACTOR.

2. THIS PROJECT IS A MODIFICATION TO A LEASED FACILITY TO THE VA. THE

CONTRACTOR SHALL ADHERE TO ALL BUILDING REGULATIONS AND

REQUIREMENTS OF THE LEASOR.

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.

/2

/2

:5

:1

A

M C

U s e rs \a c a b ra

\D o c u m e n ts

\A

-1

-A lb io n

E H

R M

-T N a c a b ra M

U

S

.r v t

G-002

GENERAL INFORMATION

2 4LMB

EHRM A/E INFRASTRUCTURE

UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208 JULY 24, 2023

BID DOCUMENTS

626-22-705QA22-153

N/A

LCW

GENERAL SYMBOL LEGEND

CODE STANDARDS AND EXECUTIVE ORDERS

W

RENCE C. WITKOW

SK

I

No. 106099

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

SIDE WALLS RETURN TO

SHAFT WALL AND SEAL.

EXISTING

CEILING

SYSTEM

TEMPORARY PREFABRICATED ICRA

WALL SYSTEM. BASIS OF DESIGN:

STARC WALL SYSTEM OR

EDGEGUARD SYSTEM OR EQUAL.

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

A'

SYSTEM TO HAVE

INTEGRATED

CEILING SEAL.

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

EHRM A/E INFRASTRUCTURE UPGRADES - ALBION ST.

FIRST FLOOR, ROOM 150

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION FOR THIS PROJECT IS LEVEL 1 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.

2. THIS PROJECT NEEDS BARRIER ENTRANCE. IT 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.

3. PROVIDE STICKY MATS AND BLANKET AT THE BARRIER ENTRANCE 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

1. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

2. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS PATHS

SHALL BE FREE OF DEBRIS; ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION

AREA AND MATERIALS.

3. 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.

4. 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.

VENTILATION AND ENVIRONMENTAL CONTROLS (WHEN NEGATIVE AIR SYSTEM IS USED)

1. 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.

2. 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.

3. FOR EXHAUST DUCT ROUTING THRU CORRIDOR: INSTALL HARD DUCT WITH NON-FLANGE HANGER HUNG

FROM CEILING ABOVE, BOTTOM OF DUCT SHALL BE A MINIMUM OF 7'-2" A.F.F.

4. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE VERIFIED DAILY.

5. 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.

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

- Bldg. ## Therapy areas

- Respiratory Therapy

- Outpatient Clinics

- CBOC's

- Mental Health Units

- VACANT AREA ADJACENT TO

OCCUPIED AREA

- 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.

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.

/2

/2

:5

:1

A

M C

U s e rs \a c a b ra

\D o c u m e n ts

\A

-1

-A lb io n

E H

R M

-T N a c a b ra M

U

S

.r v t

G-003

ICRA INFORMATION AND DETAILS

3 4LMB

EHRM A/E INFRASTRUCTURE

UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208 JULY 24, 2023

BID DOCUMENTS

626-22-705QA22-153

N/A

LCW

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

ICRA BARRIER WALL TYPE

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

A. REMOVE ALL TRASH DAILY FROM THE WORK AREA.

B. THESE DRAWINGS ARE BASED ON FIELD SURVEY AND EXISTING PLANS. VERIFY ALL FIELD CONDITIONS.

C. COORDINATE WITH VA COR FOR OFF-HOURS SCHEDULE AND TEMPORARY REROUTING ACCESS FOR HOSPITAL

STAFF AND VISITORS, PRIOR TO ERECTING TEMPORARY BARRIERS.

D. CONSULT WITH VA SAFETY DEPARTMENT TO MAINTAIN MINIMUM CLEARANCE IN CORRIDORS AND HALLWAYS.

E. EXISTING WINDOWS THAT NEED TO BE TEMPORARILY REMOVED TO ACCOMMODATE DISCHARGED AIR EXHAUST

DUCT, SHALL BE REINSTALLED AFTER CONSTRUCTION.

F. CONTRACTOR TO VERIFY AND COORDINATE FINAL AND APPROVED ICRA MEASURES WITH THE VA ICRA

PERSONNEL, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITY.

G. CONTRACTOR SHALL VISIT ALL AREAS OF WORK, INCLUDING WALKING THE SITE, MEASURING EXISTING DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE BEGINNING WORK ORDERING MATERIALS, OR STARTING ANY CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS OF EXISTING SITE CONDITION

PRIOR TO START OF WORK AND ORDERING OF MATERIALS.

H. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS WHENEVER POSSIBLE. SEE DIVISION 1 SPECIFICATIONS.

I. CONTRACTOR TO PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES. IF DAMAGED, REPAIR, PATCH, REPLACE, OR SAND SMOOTH AND TO MATCH EXISTING ADJACENT

MATERIALS. REPORT ANY AND ALL DAMAGES TO COR.

J. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY WHEN DISCREPANCIES TO THE DRAWINGS ARE FOUND IN

THE FIELD.

K. CONTRACTOR TO INSTALL TEMPORARY DIGITAL MANOMETER TO MONITOR AND ENSURE PRESSURE LEVEL TO

MEET VA GUIDELINE WITHIN CONSTRUCTION AREA. WITH VA COR PRIOR TO INSTALLATION.

L. PROTECT AND COVER HVAC DIFFUSERS WITHIN ROOMS DURING CONSTRUCTION.

M. CONTRACTOR SHALL COVER ALL FURNITURE WITHIN ROOM WITH PLASTIC, PRIOR TO COMMENCING WORK IN A

SPACE AND REMOVE PRIOR TO POST-CONSTRUCTION TERMINAL CLEANING.

N. TEMPORARY BARRIERS SHALL BE INSPECTED BY VA LIFE SAFETY AND ICRA STAFF PRIOR TO START OF CONSTRUCTION IN SPACE. MAINTAIN NEGATIVE PRESSURE VENTILATION IN CONSTRUCTION SPACE WHEN USED.

O. DOORS TO CORRIDORS FROM OCCUPIED ROOMS SHALL NOT BE BLOCKED DURING SHIFTS.

P. IF ABOVE CEILING WORK WILL BLOCK ENTIRE CORRIDOR (SUCH AS IN A 5'-0" WIDE NON-ACUTE CORRIDOR), WORK MUST OCCUR OUTSIDE NORMAL OPERATING HOURS FOR THAT AREA.

Q. USE OF MODULAR ICRA BARRIERS IN LIEU OF CONSTRUCTED BARRIERS DETAILED ON G-003 MUST BE SUBMITTED FOR COR APPROVAL PRIOR TO USE. MODULAR SYSTEMS MUST PROVIDE THE SAME INFECTION

CONTROL AND FIRE RATING PROTECTION SHOWN ON G-003.

R. USE OF MOBILE CONTAINMENT (ICRA) CART IS ACCEPTABLE FOR ABOVE CEILING WORK THAT CAN BE LIMITED TO

THE CONTAINMENT OF THE CART.

S. TEMPORARY BARRIER SHALL BE INSTALLED FOR EACH OF THE ROOMS OR CONSTRUCTION AREAS AS IDENTIFIED

WITHIN THE SCOPE OF WORK OF THE CONTRACT DOCUMENTS.

T. PLASTIC SHEET BARRIERS MAY NOT BE REUSED. CONTRACTOR SHALL TAKE CARE TO CONTAIN ANY DUST ON

PLASTIC SHEET BARRIERS DURING REMOVAL AND DISPOSAL.

U. CONSTRUCTED AND/OR MODULAR ICRA BARRIERS SHALL BE WIPED CLEAN BEFORE REMOVAL TO AVOID

SPREADING DUST.

V. NO MORE THAN 1 CEILING TILE PER 50 SQ.FT. SHALL BE REMOVED WITHOUT PROPER ICRA AND LIFE SAFETY

MEASURES IN PLACE.

TYPICAL ICRA CONDITIONS

W

RENCE C. WITKOW

SK

I

No. 106099

DN

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

EXISTING

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

NOT IN PROJECT SCOPE

EXIT SIGN

ICRA MAT

CA

DE

KB

XXX

XXX

XFEB

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

A

2 3 4 5 6

C

E

H

I

D

F

B

G

SOILED

HOLDING

EXAM ROOM 3A

TREATMENT

/PROCEDURE

CONSULT

RM 3

PASSAGE B

TR

CONSULT

RM. 2

ACC.

PAT. TLT.

EXAM RM 2A145

PASSAGE F

BREAK ROOM

EXAM RM. 5A

ACC.

PAT. TLT.

SUPPLY ROOM

REGISTRATION

WAITING

SUB. WAIT

P A

S S

A G

E A

EXAM RM 1A

CONSULT RM 1

EXAM RM 1B

RESIDENT

WORK

EXAM RM 2B

EXAM RM 3B

NURSE WORK

ACC.

PAT. TLT.

ACC. STAFF

TLT.

CLEAN LINEN

SUPPLY

AHU #2

CORRIDOR A

GROUP

CONSULT RM

EXAM RM 4B

EXAM RM 5B

EXAM RM 4A

P A

S S

A G

E E 1

PASSAGE

D

AHU #3

MALE

TLT.

WOMEN'S

TLT.

COMM.

RM.

JAN

ACC.

PUBLIC

TLT.

ELEV 1

ELEV 2

MGRS.

OFFICE

ADMIT

PASSAGE

C

TRAVEL DISTANCE = 139'-0"

TRAVEL DIST. = 139'-0"

TRAVEL DISTANCE = 213'-6"TRAVEL DISTANCE = 139'-0"

PATH OF COMMON

TRAVEL = 27'-5"

SPECIAL

SYSTEMS

RM

J

FEB

A-101

AHU #1

ELECTRICAL

ROOM

MECHANICAL

ROOM CONSTRUCTION ACCESS

ICRA BARRIER

TYPE A' & STICKY

MAT BOTH SIDES

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

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

/2

/2

:5

:1

A

M C

U s e rs \a c a b ra

\D o c u m e n ts

\A

-1

-A lb io n

E H

R M

-T N a c a b ra M

U

S

.r v t

G-101

FIRST FLOOR OVERALL AND LIFE

SAFETY PLAN

4 4LMB

EHRM A/E INFRASTRUCTURE

UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208 JULY 24, 2023

BID DOCUMENTS

626-22-705QA22-153

N/A

LCW

N O

R T

H0 4 8 16

LIFE SAFETY LEGEND

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

FIRST FLOOR OVERALL AND LIFE SAFETY PLAN

W

RENCE C. WITKOW

SK

I

No. 106099

1 2

I

SPECIAL

SYSTEMS RM

AHU #1

ICRA BARRIER

TYPE A' & STICKY

MAT BOTH SIDES

3'-8" CLR.

1 2

I

SPECIAL

SYSTEMS RM

AHU #1

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLISH WALL

DEMOLISH DOOR

DEMOLITION LEGEND

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

NEW WORK LEGEND

NEW WALL

NEW DOOR

NEW WINDOW

NOT IN PROJECT SCOPE

STICKY MAT

A. ALL EXISTING CONDITIONS ARE BASED ON BEST

AVAILABLE INFORMATION AT THE TIME OF

SURVEY AND VISUAL INSPECTION. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS.

B. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE

EXISTING TO REMAIN. ELEMENTS SHOWN WITH

DARK DASHED LINES ARE EXISTING TO BE

DEMOLISHED. DEMOLITION SHALL INCLUDE, BUT

NOT BE LIMITED TO, THOSE ELEMENTS SHOWN.

C. ALL WORK SHALL BE COORDINATED BETWEEN

TRADES.

D. ALL WORK SHALL BE COORDINATED WITH THE

COR TO MINIMIZE DISRUPTION OF AREAS

OUTSIDE OF THE PROJECT LIMITS OF WORK.

E. PAINT WALLS DISTURBED BY CONSTRUCTION

FROM INSIDE CORNER TO INSIDE CORNER.

F. PATCH AND FILL ALL PENETRATIONS/HOLES IN

WALLS OF TR ROOMS TO MAINTAIN WALL

RATINGS.

G. PAINT SPECIFICATION AND COLOR PROVIDED BY

COR.

H. PREPARE ALL FLOOR AND WALL CONSTRUCTION,

NEW AND/OR EXISTING, TO RECEIVE NEW

FINISHES IN ACCORDANCE WITH

MANUFACTURER’S RECOMMENDED

INSTALLATION METHODS AND MATERIALS FOR

ALL FINISHES.

I. PRIOR TO INSTALLATION OF NEW FINISHES,

CONTRACTOR SHALL INSPECT ALL SUBSTRATES.

IF A SUBSTRATE IS DEEMED UNACCEPTABLE, THE

CONTRACTOR SHALL TAKE THE NECESSARY

STEPS TO RECTIFY THE SITUATION OR CONTACT

THE VA COR WITH THE CONCERN. PROCEEDING

WITH THE INSTALLATION OF FINISHES WILL BE

INDICATION THAT THE INSTALLER / FINISHER

ACCEPTS CONDITION OF SUBSTRATE.

J. USE MANUFACTURE'S RECOMMENDED

INSTALLATION METHODS AND MATERIALS FOR

ALL FINISHES.

K. DOOR SELECTION BY COR.

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

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 DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

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

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

14. 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.

15. 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 TO MATCH EXISTING.

16. 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).

F

S E

E S

C H

E D

U L E

SEE SCHEDULE

2" 2"

SCHEDULE

SEE

S E

E S

C H

E D

U L E

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 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

T Y

P E

S

S E

E P

A R

T

IT

IO

N

Engineers Architects

# KEY NOTES:

# 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

/2

/2

:5

:1

A

M C

U s e rs \a c a b ra

\D o c u m e n ts

\A

-1

-A lb io n

E H

R M

-T N a c a b ra M

U

S

.r v t

A-101

GENERAL NOTES, ENLARGED PLANS,

ABBREVIATIONS AND DOOR SCHEDULE

AND DETAILS

1 1LMB

EHRM A/E INFRASTRUCTURE

UPGRADES

ALBION ST. CBOC

1818 ALBION ST

SUITE 114

NASHVILLE, TN 37208 JULY 24, 2023

BID DOCUMENTS

626-22-705QA22-153

N/A

LCW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

FIRST FLOOR PLAN

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

FIRST FLOOR DEMOLITION PLAN

N O

R T

H0 4 8 16

N O

R T

H0 4 8 16

1 INSTALL NEW DOOR AND FRAME (SEE DOOR

SCHEDULE)

1 REMOVE EXISTING DOOR & FRAME.

2 REMOVE SECTION OF WALL FOR DOUBLE

DOOR AND FRAME INSTALLATION. PROVIDE

2-6" METAL STUD HEADER AND 2-4" METAL

STUD JAMB.

G_ABBREVIATIONS GENERAL NOTES

DEMOLITION NOTES

EXIST= EXISTING

HM= HOLLOW METAL

PF= PREFINISHED

PNT= PAINT

SCW= SOLID CORE WOOD

STN= STAIN

WD= WOOD

DOOR SCHEDULE - NEW

MARK

DOOR PANEL DOOR FRAME FIRE

RATING HEAD JAMB

HARDWARE

SET REMARKSWIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

FIRST FLOOR

150 4' - 0" 7' - 0" 1 3/4" SCW PF 1 HM PF F H1 J1 HW-1A UNEQUAL LEAFS

DOOR FRAME & PANEL ELEVATIONS

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

H1

HEAD DETAIL @ METAL STUD

Scale: 1 1/2" = 1'-0" J1

JAMB DETAIL @ METAL STUD

W

RENCE C. WITKOW

SK

I

No. 106099

11 2

I

I

SPECIAL

SYSTEMS

RM

AHU #1

AC-1

CU-1

ON ROOF

ABOVE.

EXISTING

FLOOR

DRAIN

T

1. WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND APPLICABLE VA STANDARDS.

2. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

3. PROVIDE NEW MATERIALS, EQUIPMENT AND PRODUCTS INCORPORATED IN THE WORK, OF A SUITABLE GRADE FOR THE PURPOSES INTENDED.

4. WHERE POSSIBLE, PROVIDE STANDARD PRODUCTS OF THE VARIOUS MANUFACTURERS EXCEPT WHERE SPECIAL CONSTRUCTION OR PERFORMANCE FEATURES ARE REQUIRED.

5. EQUIPMENT OR MATERIAL DEVIATIONS FROM INDICATED CONTRACT REQUIREMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE COR. SUBMIT PROPOSED EQUIPMENT DEVIATIONS THAT ARE SIMILAR BOTH IN QUALITY AND CAPACITY TO THAT EQUIPMENT SPECIFIED, AS SOLELY DETERMINED BY THE COR.

6. PROVIDE MECHANICAL EQUIPMENT THAT IS LISTED AND LABELED BY UNDERWRITERS LABORATORIES (U.L.).

7. INSTALL EQUIPMENT AS INDICATED, ALLOWING FOR SUFFICIENT ACCESS AND CLEARANCE SPACE FOR EQUIPMENT MAINTENANCE, REPAIRS, AND REPLACEMENT.

8. INSTALL EQUIPMENT WITH PROPER CLEARANCES FOR REQUIRED PIPING AND ELECTRICAL SERVICES AND CONNECTIONS. INSTALL EQUIPMENT WITH REQUIRED ACCESS AND CLEARANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND APPLICABLE CODES AND STANDARDS.

9. COORDINATE LOCATION, INSTALLATION, AND ROUTING OF DUCTWORK, PIPING, AND EQUIPMENT WITH WORK OF ALL OTHER TRADES.

10. PROVIDE SUPPORT FOR MECHANICAL EQUIPMENT. COORDINATE SUPPORT LOCATIONS WITH ALL CONTRACTORS PRIOR TO INSTALLATION.

11. PROVIDE POWER CONNECTIONS TO EQUIPMENT PROVIDED UNDER THIS CONTRACT AS WORK OF DIVISION 26.

12. PROVIDE CONTROL WIRING FOR MECHANICAL EQUIPMENT AS WORK OF DIVISION 23.

13. DUCTWORK AND PIPING LAYOUTS AND LOCATIONS ARE SCHEMATIC. DO NOT SCALE THESE DRAWINGS. COORDINATE AND DETERMINE EXACT ROUTING OF DUCTWORK AND

PIPING IN THE FIELD.

14. FIELD VERIFY DIMENSIONS BY ACTUAL MEASUREMENT AND OBSERVATION BEFORE ORDERING OR FABRICATING DUCTWORK, PIPING OR EQUIPMENT.

15. NOTIFY COR REGARDING DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS OR DIMENSIONS BEFORE PERFORMING WORK. FAILURE TO VERIFY AND REPORT SHALL CONSTITUTE CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS AS FIT FOR THE PROPER EXECUTION OF THE WORK.

16. SEE ARCHITECTURAL DRAWINGS FOR FINAL LOCATION OF CEILING INSTALLED EQUIPMENT.

17. INSTALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE AND AS CLOSE AS POSSIBLE TO BUILDING WALLS, CEILING AND FLOOR AND ROOF STRUCTURE. PROVIDE OFFSETS, FITTINGS, AND DIMENSIONAL TRANSITIONS NOT SHOWN BUT REQUIRED TO MAINTAIN MINIMUM CLEAR SPACE TO BUILDING SURFACES AT NO ADDITIONAL COST.

18. PATCH, PAINT AND CLEAN SURFACES SUSTAINING DAMAGE ASSOCIATED WITH MECHANICAL WORK OF THIS CONTRACT, UNLESS NOTED OTHERWISE.

19. SUBMIT BOUND SET OF OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT AT COMPLETION OF PROJECT.

20. INSTALL ESCUTCHEONS IN ALL PLACES WHERE PIPING PENETRATES A WALL IN AN EXPOSED LOCATION.

21. MAKE A COMPLETE REVIEW OF DRAWINGS, INCLUDING SCHEDULES AND DETAILS, PRIOR TO BEGINNING MECHANICAL SYSTEM INSTALLATION. RESOLVE CONFLICTS WITH COR.

22. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING SYSTEMS.

23. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE

NOT ACCEPTABLE UNLESS SPECIFICALLY INDICATED OTHERWISE.

24. INSTALL PIPING FREE OF SAGS AND BENDS.

25. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION.

26. PIPING SHALL NOT BE ROUTED OVER TELECOM OR ELECTRICAL CLOSETS/ROOMS.

27. INSTALLATION COMMENCED PRIOR TO COORDINATION DRAWING APPROVAL IS TAKEN AT THE CONTRACTORS OWN RISK. MODIFY, MOVE OR RECONFIGURE WORK LACKING

COORDINATION AT NO ADDITIONAL COST

MECHANICAL GENERAL NOTES

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR-COOLED CONDENSER

ACCH AIR-COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,TWO

POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BHP BRAKE HORSEPOWER

BT BUFFER TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CU CONDENSING UNIT

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

D DAMPER - AUTOMATIC

dB DECIBELS Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DP DEW POINT TEMPERATURE

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EX EXISTING

F FAHRENHEIT

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT-LB FOOT-POUND

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

HAC HOUSEKEEPING AID CLOSET

HD HEAD

HD HOOD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HSTAT HUMIDISTAT

Hz HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

ICF IN-LINE CENTRIFUGAL FAN

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IS INSECT SCREEN

IV INLET VANES

kW KILOWATT kWh KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LH LATENT HEAT

LTCP LOCAL TEMPERATURE CONTROL

PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/s METERS PER SECOND (OR

METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MVD MANUAL VOLUME DAMPER

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC & ATMOSPHERIC

ADMINISTRATION

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NTS NOT TO SCALE

OA OUTSIDE AIR

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PPM PARTS PER MILLION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH –

ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

RDS ROOM DATA SHEETS

REA RELIEF AIR

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER MINUTE

SCR SILICON CONTROLLED RECTIFIER

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SSR SOLID SEPARATOR

ST STEAM TRAP

SV STEAM SAFETY VALVE

SVS STEAM VENT SILENCER

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TP TRAP

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL

OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VI VIBRATION ISOLATOR

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE)

RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

Wb WET-BULB (TEMPERATURE)

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

XT EXPANSION TANK

YR YEAR

MECHANICAL ABBREVIATIONS

EXISTING

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

NEW BOLD TEXT INDICATES NEW ITEM

ITALICIZED TEXT INDICATES EXISTING ITEM

DIFFUSER TAG

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

CONNECT TO EXISTING

LIMIT OF DEMOLITION

EQUIPMENT TAG

ANNOTATION SYMBOLS

##-VAV-#

SD-## ###

1. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR REGARDING CONFLICTS BEFORE PROCEEDING WITH WORK.

2. REMOVED ITEMS REMAIN PROPERTY OF GOVERNMENT UNTIL COR DETERMINES THAT THEY ARE NOT REQUIRED. REMOVE FROM SITE ITEMS NOT BEING RETAINED BY

GOVERNMENT OR REINSTALLED AS PART OF THIS WORK.

3. DO NOT DISTURB ITEMS NOT INDICATED FOR DEMOLITION.

4. VERIFY SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO START OF DEMOLITION. RELOCATE, REMOVE AND ADJUST MECHANICAL AND ELECTRICAL ITEMS AS NECESSARY TO

COORDINATE WITH NEW WORK.

5. AFTER DEMOLITION…