Drawings Apheresis Photopheresis 626-21-103.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

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G-001

COVER SHEET

1 6RF/AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

CONSTRUCT APHERESIS/PHOTOPHERESIS UNIT/MOHS

TVHS VA MEDICAL CENTER NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212

VA PROJECT #: 626-21-103

JAB

PROJECT LOCATIONNASHVILLE VAMC

NORTH

TRUE

BUILDING 1 LOCATION

DRAWING LIST

No. Description Dwg of Dwg

GENERAL

G-001 COVER SHEET 1 6

G-002 GENERAL INFORMATION 2 6

G-003 INFECTION CONTROL RISK ASSESSMENT (ICRA) 3 6

G-004 INFECTION CONTROL RISK ASSESSMENT (ICRA) DETAILS 4 6

G-005 NASHVILLE VAMC GENERAL NOTES 5 6

LS101 FOURTH FLOOR LIFE SAFETY PLAN 6 6

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 8

A-002 OVERALL FOURTH FLOOR PLAN 2 8

AD101 FOURTH FLOOR - PARTIAL DEMOLITION PLANS 3 8

AD102 FOURTH FLOOR - PARTIAL DEMOLITION PLANS - MOH's SUITE 4 8

AD103 THIRD FLOOR PLAN - CEILING DEMOLITION WORK AREAS 5 8

A-101 FOURTH FLOOR - PARTIAL PLANS - APHERESIS AND PHOTOPHERESIS SUITES 6 8

A-102 FOURTH FLOOR - PARTIAL PLANS - MOH's SUITE 7 8

A-601 SCHEDULES, ELEVATIONS AND DETAILS 8 8

INTERIORS

I-001 ROOM FINISH SCHEDULE, GENERAL NOTES AND ABBREVIATIONS 1 10

I-101 FOURTH FLOOR FINISH AND WALL PROTECTION PLANS 2 10

I-141 FOURTH FLOOR SIGNAGE PLANS AND SCHEDULE 3 10

I-201 CASEWORK MILLWORK ELEVATIONS AND INTERIOR DETAILS 4 10

I-202 CASEWORK DETAILS 5 10

I-401 INTERIOR ELEVATIONS 6 10

I-411 FIRST FLOOR OVERALL EQUIPMENT PLAN 7 10

I-421 ENLARGED EQUIPMENT PLANS 8 10

I-431 ENLARGED TOILET PLANS AND ELEVATIONS 9 10

I-601 EQUIPMENT SCHEDULE 10 10

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 3

FK101 FOURTH FLOOR - PARTIAL FIRE SUPPRESSION DEMOLITION PLAN 2 3

FX101 FOURTH FLOOR - PARTIAL FIRE SUPPRESSION PLAN 3 3

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 5

PD101 FOURTH FLOOR - PARTIAL PLUMBING DEMOLITION PLAN 2 5

PW101 FOURTH FLOOR - PARTIAL DRAIN, WASTE, AND VENT PLAN 3 5

PP101 FOURTH FLOOR - PARTIAL DOMESTIC WATER PLAN 4 5

PG101 FOURTH FLOOR - PARTIAL MEDICAL GAS PLAN 5 5

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 6

MD101 FOURTH FLOOR - PARTIAL MECHANICAL DEMOLITION PLAN 2 6

MH101 FOURTH FLOOR - PARTIAL MECHANICAL HVAC PLAN 3 6

MP101 FOURTH FLOOR - PARTIAL MECHANICAL PIPING PLAN 4 6

M-501 MECHANICAL DETAILS 5 6

M-502 MECHANICAL CONTROLS & SCHEDULES 6 6

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 9

E-002 PARTIAL FOURTH FLOOR ELECTRICAL PLAN 2 9

ED101 FOURTH FLOOR - PARTIAL DEMOLITION PLANS 3 9

ED102 FOURTH FLOOR - PARTIAL DEMOLITION PLANS - MOH's SUITE 4 9

E-101 FOURTH FLOOR - PARTIAL PLANS - APHERESIS SUITE 5 9

E-102 FOURTH FLOOR - PARTIAL PLANS - PHOTOPHERESIS SUITE 6 9

E-103 FOURTH FLOOR - PARTIAL PLANS - MOH's SUITE 7 9

E-501 ELECTRICAL DETAILS 8 9

E-601 ELECTRICAL SCHEDULES 9 9

TECHNOLOGY

T-001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 5

T-002 OVERALL FOURTH FLOOR TECHNOLOGY AND FIRE ALARM PLAN 2 5

T-101 FOURTH FLOOR - PARTIAL TECHNOLOGY PLANS 3 5

T-501 TECHNOLOGY DETAILS 4 5

T-601 TECHNOLOGY RISERS 5 5

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 2

FA101 FOURTH FLOOR - PARTIAL FIRE ALARM PLANS 2 2

DocuSign Envelope ID: 4121302A-7EC8-4577-89E0-24DEDDA0FD67

8/18/2022

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

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

E

S

U R

F A

C E

O F

M

IR

R

O R

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICESWALL PROTECTION

R U

N T

O H

E

IG

H T

O F

C E

IL

IN

G

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

TELEVISION

OUTLET

WALL MOUNTED TVCLOCK & NURSE CALL DEVICES

F O

R S

T A

N D

IN

G

O

.C

TELEVISION

OUTLET

F O

R S

E A

T E

D

O

.C

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

PAPER TOWEL DISPENSER/

WASTE RECEPTICLE

HAND DRYER

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

O .C

O.C.

39" - 41"

3'-6" 1'-0"

9" O.C.

2'-0"

/2

M

IN

T O

T O

P

6" 3'-0"

ACCESSIBLE TOILET

WALL MOUNTED

1-1/2"

DIAMETER

GRAB BAR

TOILET TISSUE

DISPENSER

TOILET SEAT

COVER

DISPENSER

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-002

GENERAL INFORMATION

2 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER CADDY

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR CONSTRUCT APHERESIS/PHOTOPHERESIS UNIT

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.

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

5"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

5"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

A B

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. UL419

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

2"

SEE SCHEDULE

2"

TYPE A TYPE 1

HARDWARE SET 1

MANUFACTURERS:

CORBIN RUSSWIN

McKINNEY

PEMKO

ROCKWOOD

CO

MK

PE

RO

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 BEST CORES

NOTE:

3 HINGES

1 DUST PROOF STRIKE

1 LATCH SET

1 DOOR CLOSER

2 KICK PLATES

1 GASKETING

TA2714

VA SPEC F01

DC6210xA11

K1050F

S888 x HEAD & JAMBS

32D

26D

32D

MK

RO

CO

RO

PE

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

- 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 IV or 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.

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G-003

INFECTION CONTROL RISK

ASSESSMENT (ICRA)

3 6BN

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

Scale: 3" = 1'-0"

ILSM SIGNAGE

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

ICRA BARRIER WALL TYPES

ICRA DOORS AND FRAMES

ICRA DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL

NO.

JAMB

DETAIL

NO. RATING

HDWR

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

FRAME

ELEVATION

Scale: 12" = 1'-0"

ICRA DETAILS

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

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

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I

.F

V .I

.F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

H E

IG

H

T

FIRE EXTINGUISHER ON

WALL BRACKET (ILSM

MAY REQUIRE MORE

THAN ONE). SEE DETAIL 2

THIS SHEET.

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

G-004

G-004

REPLACEMENT FILTERS

TO BE ON-SITE AND

REPLACED AT THE

REQUEST OF THE

INFECTION CONTROL

TEAM.

EACH ZONE OF

CONSTRUCTION WILL

REQUIRE A HEPA NEG. AIR

UNIT. IF ALL AREAS ARE

UNDER CONSTRUCTION AT

THE SAME TIME (4) FOUR

UNITS WOULD BE NEEDED.

FIRE

EXTINGUISHER

CYLINDER

FINISH

FLOOR

TOP

BRACKET

BOTTOM

BRACKET

M

A X

FE NOTE: FE ON SECURED CART IS ALTERNATE

TO WALL HUNG FE.

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-004

INFECTION CONTROL RISK

ASSESSMENT (ICRA) DETAILS

4 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

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

ROOM ELEVATION

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

MOBILE CONTAINMENT CART

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

CROSS SECTION "A"

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

TYPICAL CONSTRUCTION PLAN LAYOUT

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

SECURED FIRE EXTINGUISHER DETAIL

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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NASHVILLE VAMC GENERAL NOTES

5 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON THIS SITE.

2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND WORKMAN’S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/COR DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL

REQUIREMENTS FOR PROJECT INSURANCE COVERAGE.

3. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND

MISCOMMUNICATION.

4. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT COULD AFFECT/IMPACT THE WORK OR BE AFFECTED BY THE

PERFORMANCE OF THE WORK.

5. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED THAT MAY BE CONTRADICTORY TO THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE

VA/CO PRIOR TO SUBMITTING A BID AND THE VA/COR BEFORE STARTING ANY OF THE WORK.

6. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR.

SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF

CONTRACT DOCUMENTS.

7. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE SHOP DRAWING REQUIREMENTS

WITH ALL TRADES.

8. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE AND MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, NOR EVERY STRUCTURAL DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE WORK.

9. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY DEMOLITION WORK OR NEW

CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND PROTECTION WORK.

10. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSES ONLY AND SHOULD NOT

BE CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE AREA(S) OF WORK.

11. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED TO

MAINTAIN FULL SERVICE TO THE AFFECTED AREAS.

12. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION IN THE “GENERAL” DRAWINGS SECTION AND COORDINATE ALL

SITE-SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR.

13. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR DIRECT REPRESENTATIVE ON THE

JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE

SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE

EXECUTION AND COMPLETION OF THE WORK.

14. DURING CONSTRUCTION, EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS. THESE AS-BUILT, MARKED-UP, RECORD DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PROVIDED TO THE VA/COR

FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT.

15. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A “LIKE- NEW” CONDITION PRIOR TO THE VA/COR’S ACCEPTANCE OF THAT WORK. THIS INCLUDES PROTECTION OF

EXISTING FLOORING AND OTHER FINISHES.

16. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE

DESIGNATED AREAS OF WORK.

17. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES REQUIRED TO PROPERLY COMPLETE THE

PROJECT SCOPE OF WORK.

18. ALL CUTTING, CORING, AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS, OR OTHER CONCEALED CONSTRUCTION WITHIN.

PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEEDING WITH ANY SUCH

REQUIRED PENETRATIONS WORK.

19. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO

STARTING ITS RELOCATION.

20. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS

SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC LOGISTICAL SEQUENCING

REQUIREMENTS.

21. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS. ALL PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURER’S DESIGN RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED IN EACH SPECIFIC APPLICATION. THIS INCLUDES ALL

EXISTING PENETRATIONS THAT VIOLATE THE FIRE RATING INTEGRITY.

22. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS, ETC. AND SHALL COMPLY WITH ALL CODE REQUIREMENTS. USE ONLY A SINGLE (FMRC) APPROVED MANUFACTURE’S LINE OF PRODUCTS FOR ALL PROJECT FIRESTOPPING.

THE BASIS OF DESIGN (BOD) FOR ALL FIRESTOPPING WILL BE ALL PRODUCTS AS MANUFACTURED BY EITHER

THE 3M COMPANY OR HILTI.

23. PROVIDE AN HOURLY-RATED FIRESTOP AT ALL PENETRATIONS OF RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND/OR AS A DIRECT RESULT OF THE PROJECT DEMOLITION

WORK OR NEW CONSTRUCTION. WHERE COMBUSTIBLE PENETRATIONS OCCUR, USE A FIRE-RATED

INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE PENETRATIONS OCCUR, USE A FIRE-RATED ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK MUST BE APPROVED BY THE VA/COR BEFORE

CONCEALED BY CONSTRUCTION IN WRITING.

1. ALL CONTRACTORS, SUBCONTRACTORS, AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR

EMPLOYEES.

2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER

APPLICABLE GOVERNING REGULATIONS AND VA REQUIREMENTS.

3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFETY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE

OR KNOWN UNSAFE CONDITIONS THAT EXIST.

4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOBSITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE, THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

SUMMARY DESCRIPTION:

1. THE BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL CONTRACTOR PROPOSED EQUIVALENT SUBSTITUTIONS OR DEVIATIONS FROM THE BASE BID/CONSTRUCTION DOCUMENTS.

2. AN EQUIVALENT SUBSTITUTION REPRESENTS ANY DEVIATION FROM THE CONTRACT DOCUMENTS ORIGINAL

DESIGN INTENT, SCOPE OF WORK REQUIREMENTS, THE DETAILING OR SPECIFICATIONS.

3. NO SUCH EQUIVALENT SUBSTITUTION OR DEVIATION WILL BE ALLOWED WITHOUT FIRST GOING THROUGH THE

BOD COMPLIANCE PROTOCOLS PROCESS AND OBTAINING VA APPROVAL.

4. ONCE VA APPROVAL OF THE EQUIVALENT SUBSTITUTION OR DEVIATION REQUEST HAS BEEN OBTAINED, THE

FORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS MAY BEGIN FOR THAT WORK.

5. THE FOLLOWING BOD COMPLIANCE PROTOCOLS DEFINE IN DETAIL THE RESPONSIBILITIES AND THE EVALUATION PROCESS ALONG WITH THE REQUIREMENTS AND PROCEDURES TO BE FOLLOWED WHEN REQUESTING VA

CONSIDERATION OF ANY PROPOSED EQUIVALENT SUBSTITUTION OR DEVIATION.

BOD COMPLIANCE PROTOCOLS:

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES PLUS ALL RELATED DESIGN ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED FOR CONSTRUCTION DRAWINGS AND SPECIFICATIONS DOCUMENTATION, OR AS SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC CHARACTERISTICS REQUIRING BOD COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN EQUIVALENT SUBSTITUTION AND WILL NEED TO BE FULLY COMPARED TO ESTABLISH

BOD COMPLIANCE.

3. CRITICAL DESIGN CHARACTERISTICS AND ELEMENTS ARE SPECIFIC TO EACH ITEM NEEDING CONSIDERATION AND COULD CONSIST OF, BUT NOT LIMITED TO, CRITERIA SUCH AS DIMENSIONAL, LOGISTICS, PERFORMANCE CHARACTERISTICS, CAPACITY, DUTY REQUIREMENTS, UTILITIES IMPACTS, CONNECTION VARIANCES, DETAILING DEVIATIONS, FRAMING MODIFICATIONS, ROUGH-IN REQUIREMENTS, WEIGHT INCREASES AND/OR DISTRIBUTIONS, STRUCTURAL IMPACTS, ATTACHMENTS, SUPPORTS, FINISHES, AVAILABILITY, COMPATIBILITY, CONSTRUCTABILITY, WARRANTIES, SERVICE LIFE, MAINTENANCE REQUIREMENTS, ENVIRONMENTAL

CONSIDERATIONS, ETC.

4. A VERY CRITICAL IMPORTANT DESIGN CHARACTERISTIC OF ALL BOD ITEMS NEEDING TO BE FULLY EVALUATED AND PROPERLY COORDINATED WOULD BE THE DESIGN AND LAYOUT OF DIMENSIONAL AND LOGISTICS REQUIREMENTS. THOSE CRITICAL PARAMETERS COULD CONSIST OF, BUT NOT LIMITED TO, ALL DIMENSIONAL ELEMENTS THAT AFFECT SIZE, HEIGHT, WIDTH, DEPTH, THICKNESS, PLACEMENT, SPACING, CLEARANCES, ACCESS, MOUNTING, CONNECTION/LOCATION REQUIREMENTS, INSTALLATION TOLERANCES, OPERABLE ELEMENT CLEARANCES, SCHEDULES, ETC., ALL OF WHICH COULD IMPACT OTHER AREAS OR COMPONENTS OF

WORK, INCLUDING TIMING OF DELIVERY.

5. CONTRACTORS WILL BE RESPONSIBLE TO FULLY IDENTIFY ALL PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS, IMPACTS AND MODIFICATIONS FROM THE “BASIS OF DESIGN” INTENT WITH THE GENERAL/PRIME CONTRACTOR DURING THE BIDDING PROCESS AND OBTAIN THEIR APPROVAL BEFORE COMPLETING THEIR

PRICING AND SUBMITTING A BID.

6. IF A PROPOSED EQUIVALENT SUBSTITUTION ITEM WILL REQUIRE THAT MODIFICATIONS NEED TO BE MADE, TO THE WORK OF THE PROVIDING CONTRACTOR, THE WORK OF OTHER CONTRACTORS OR THE WORK OF THE VA, THE SUBMITTING CONTRACTOR SHALL BE FULLY RESPONSIBLE TO INFORM AND ADVISE THE GENERAL/PRIME CONTRACTOR OF ANY AND ALL SUCH NECESSARY IMPACTS AND POSSIBLE MODIFICATIONS REQUIRED AS A PART

OF THEIR BIDDING AND BASE CONTRACTUAL SCOPE OF WORK RESPONSIBILITIES.

7. THE CONTRACTOR PROPOSING THE EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE FOR ALL RELATED WORK AND SHALL IDENTIFY, VERIFY, COORDINATE AND PROVIDE ENGINEERED SOLUTIONS FOR ALL IMPACT ISSUES AFFECTING INFRASTRUCTURE SYSTEMS, UTILITIES SERVICES, BUILDING STRUCTURE, SURROUNDING ELEMENTS, AND SYSTEMS AFFECTED FROM WEIGHT DIFFERENTIALS, REVISED LOADING CHARACTERISTICS, CONNECTION/MOUNTING VARIANCES, INSTALLATION CONFLICTS AND DETAILING MODIFICATIONS, ETC. CAUSED

BY THE EQUIVALENT SUBSTITUTION REQUIREMENTS.

8. SPECIAL ATTENTION NEEDS TO BE PAID TO ANY SYSTEMS EQUIPMENT AND MATERIAL PERFORMANCE CHARACTERISTICS INCLUDING ALL ASPECTS OF THEIR DIMENSIONAL LOGISTIC FEATURES AND REQUIREMENTS

ALONG WITH ANY STRUCTURAL AND UTILITIES IMPACTS.

9. EACH EQUIVALENT SUBSTITUTION REQUEST ALONG WITH ANY/ALL IMPACTS, DEVIATIONS/VARIANCES AND MODIFICATIONS WILL REQUIRE VA/COR APPROVAL(S) BEFORE ANY SUCH REQUEST IS DEEMED APPROPRIATE BY THE VA AND ALLOWED TO PROCEED INTO THE NORMAL SHOP DRAWING PREPARATION, SUBMITTAL AND REVIEW

PROCESS.

10. NO REQUEST FOR AN EQUIVALENT SUBSTITUTION REVIEW CAN BE MADE VIA SHOP DRAWING SUBMISSION. ANY SUCH SUBMISSION WILL NOT BE REVIEWED AND WILL BE REJECTED AS NON-CONFORMING WITH THE DESIGN INTENT AND NOTED THAT THE CONTRACTOR IS TO FOLLOW THE STANDARD BOD COMPLIANCE PROTOCOLS.

11. ANY DEVIATIONS FROM THE BOD REQUIREMENTS THAT SURFACE DURING THE CONSTRUCTION PHASE SHALL IMMEDIATELY BE MADE KNOWN TO THE GENERAL/PRIME CONTRACTOR WHO WILL IN TURN NOTIFY THE VA/COR.

ALL SUCH DEVIATIONS, VARIANCES, AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO

THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

12. ANY NON-COMPLIANT EQUIVALENT SUBSTITUTIONS WORK FOUND TO BE IN PLACE DURING THE CONSTRUCTION PHASE THAT HAD NOT GONE THROUGH THE BOD COMPLIANCE PROTOCOLS APPROVAL PROCESS AND THAT DOESN’T HAVE THE VA/COR’S APPROVAL WILL BE SUBJECT TO POSSIBLE REJECTION AND REMOVAL.

13. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL NOT COMPROMISE ANY OF THE BOD PERFORMANCE CHARACTERISTICS NOR SHALL IT ENCUMBER ANY OF THE ASSOCIATED DESIGN

LAYOUT AND DIMENSIONAL LOGISTIC REQUIREMENTS.

14. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS, AND VA REQUIREMENTS, PLUS ALLOW ANY SYSTEMS, EQUIPMENT, AND/OR MATERIALS, TO FUNCTION PROPERLY AND SAFELY.

1. BIDDING PHASE

A. ALL BASIS OF DESIGN (BOD) PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS AND ASSOCIATED IMPACTS SHALL BE FULLY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR(S) DURING THE BIDDING PROCESS SUCH THAT THE COST OF ALL ASSOCIATED BOD SUBSTITUTION MODIFICATIONS, REQUIRED DEVIATIONS AND SCOPE OF WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES SHALL BE INCLUDED IN THE

BASE BIDS OF ALL AFFECTED CONTRACTORS.

2. GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION

A. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY, DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE, OBTAIN APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT SUBSTITUTIONS, VARIANCE MODIFICATIONS AND ALL IMPACT SCOPE OF WORK IN THEIR BASE BID COST OF

CONSTRUCTION AS WELL AS ALLOWED FOR WITHIN THEIR PROJECT SCHEDULE.

B. THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD/EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH KNOWN EQUIVALENT SUBSTITUTION DEVIATION REQUESTS AND

POSSIBLE IMPACTS FROM THE SPECIFIC BOD REQUIREMENTS PROVIDED IN THE DRAWINGS AND

SPECIFICATIONS.

C. ALL SUCH DEVIATIONS, VARIANCES, AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO

THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

D. DOCUMENTATION BEFORE STARTING THE WORK: THEY WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE SAME WITH ALL AFFECTED SUBCONTRACTORS TO BE SURE THAT ALL SUCH WORK IS INCLUDED IN

THEIR BASE BID SCOPE OF WORK.

3. CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S)

A. ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE TO HAVE FULLY VERIFIED AND CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS THEY WILL BE SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR EXCEEDS THE DESIGN INTENT

AND PERFORMANCE REQUIREMENTS AS DESIGNED, DETAILED AND SPECIFIED.

4. CONTRACTORS PREPARE DETAILED COMPARISONS

A. THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON LISTING OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS

VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION BEING PROPOSED.

B. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRIPTION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL LOGISTICS AND KNOWN DEVIATIONS FROM THE ORIGINAL BOD.

5. CONTRACTORS IDENTIFY RELATED IMPACTS AND DEVIATIONS

A. THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED IMPACTS, DEVIATIONS AND MODIFICATIONS FROM THE ORIGINAL BOD REQUIRE MENTS WITH THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL AFFECTED CONTRACTORS.

B. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF RESPONSIBILITIES AND DOCUMENTATION

REQUIRED FOR THIS CRITICAL ITEM.

6. CONTRACTOR’S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR.

A. CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION OF THEIR EQUIVALENT SUBSTITUTION SUBMISSION REQUEST

DOCUMENTATION AND DELIVERY OF THE COMPLETED PACKAGE(S) TO THEM.

B. THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF THESE POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOWING A SEPARATE TASK ITEM TIMELINE WITH CRITICAL

DATES AND PERFORMANCE TARGETS IDENTIFIED AND TRACKED.

7. TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS, OF ALL PROPOSED EQUIVALENT SUBSTITUTION REQUESTS.

B. THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST ALONG WITH A BULLET

POINT LISTING OF THE MAJOR IMPACTS AND DEVIATIONS RESULTING FROM IT.

C. THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A TRACKING TOOL FOR

DOCUMENTING ALL SIGNIFICANT ASSOCIATED DATES, ACTION ITEMS, CURRENT STATUS,

REJECTIONS/APPROVALS AND ADDITIONAL PERTINENT ISSUES AND ITEMS TO BE RECORDED AND TRACKED AS

REQUIRED BY THE VA/COR.

8. EQUIVALENCY REQUEST(S) SUBMITTED TO VA

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE VA/COR FOR PRELIMINARY REVIEW A MASTER SUMMARY LISTING OF ALL EQUIVALENT SUBSTITUTION REQUESTS WITH ANY/ALL IMPACTS IDENTIFIED.

B. A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL BE PREPARED FOR EACH SUBSTITUTION REQUEST AND WILL CONSIST OF SEQUENCE ITEMS NUMBER 1, 2, 3, & 4 ALONG WITH ANY ADDITIONAL PERTINENT INFORMATION DEEMED NECESSARY SUCH AS SKETCHES, DETAILED DRAWINGS, ENGINEERING DESIGN AND CALCULATIONS, MORE DETAILED DESCRIPTIONS, ETC.

9. VA REVIEW AND ACTION NOTIFICATION

A. THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND TAKE SUCH ACTION AS DEEMED NECESSARY ON EACH. SUCH ACTION COULD CONSIST OF REJECTION, APPROVAL OR DIRECTION ON PROVIDING MORE DETAILED INFORMATION AND/OR CLARIFICATION(S) ON EACH SUBMISSION AND/OR EACH IMPACT.

B. AS PART OF THE VA’S REVIEW PROCESS THE AE WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND SHALL CONSULT WITH THE VA/COR AND PROVIDE A RECOMMENDATION FOR

THE VA’S CONSIDERATION.

C. THE AE WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL THAT IS DEEMED INCOMPLETE AND

NOT IN COMPLIANCE WITH THE BOD PROTOCOLS COMPLIANCE REQUIREMENTS.

D. IT SHOULD BE NOTED THAT IT IS NOT THE AE’S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCE, THAT IS THE REQUESTING/SUBMITTING CONTRACTOR’S RESPONSIBILITY AS PER THESE PROTOCOLS. THE AE’S RESPONSIBILITY IS TO REVIEW AND ANALYZE THE DETAILED COMPARATIVE

DOCUMENTATION PROVIDED AND ADVISE THE VA/COR ON WHAT WAS SUBMITTED.

10. VA APPROVAL ALLOWS SHOP DRAWING PROCESS TO BEGIN

A. PRIOR TO THE CONTRACTOR(S) BEING ALLOWED TO PROCEED WITH SHOP DRAWING PREPARATION AND THE OFFICIAL SHOP DRAWING SUBMISSION(S) PROCESS, THEY WILL FIRST NEED TO OBTAIN THE VA/COR APPROVAL(S) ON EACH EQUIVALENT SUBSTITUTION REQUEST THAT WILL AFFECT THE SHOP DRAWING PROCESS

FOR THAT ITEM.

11. IMPLEMENTATION OF SUBSTITUTION(S) AND IMPACT(S)

A. ONCE APPROVED BY THE VA/COR THE CONTRACTORS SHALL PERFORM THEIR FINAL COORDINATION EFFORTS AND BEGIN THE NORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS INCLUDING PROVIDING ANY

ADDITIONAL ENGINEERING WORK NECESSITATED BY THE EQUIVALENT SUBSTITUTION.

B. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK ASSOCIATED WITH AND IMPACTED BY ANY EQUIVALENT SUBSTITUTION ALONG WITH THE COMPLETE COORDINATION AND MANAGEMENT

OF THE WORK.

BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS

SPECIAL SAFETY NOTESGENERAL NOTES FOR CONTRACTORS BASIS OF DESIGN EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCE

F TLT

B-423

M TLT

B-422

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B-423

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F TLT

B-423

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B-422

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B-423

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B-422

55.04.00.05.0 55.04.00.05.0 55.04.00.05.0

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BATH

A-403A

ANTI

A-402

SECLUSION

A-402A

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SEC.

OFFICE

B-401

2 BED

A-462

2 BED

A-463

BATH

A-463A

BATH

A-464A

2 BED

A-464

MIXING

ROOM

B-412A

OFFICE

B-409

OFFICE

B-410

OFFICE

B-411

MULTI

PURPOSE

B-415A

4B

B-417

ROOM

B-417A

OFFICE

B-414

EL. CLO.

B-413

TOILET

B-415

CL.

UTILITY

B-416E

ISOL.

BED

B-416D

ISOL.

BED

B-416C

TOILET

B-416A

STORAGE

A-415B

STORAGE

B-416B

STAIR 6

SOILED

LINEN

B-425

OFFICE

B-424 H.A.C.

B-421

ELEV.

B-420

MIXING

ROOM

B-412

FEMALE

TOILET

B-423

M.

TOILET

B-422

CORRIDOR

C4-5DCORRIDOR

B-427

DAY

ROOM

A-436

TREAMENT

ROOM

B-416

EXAM

C-480

SEC.

OFFICE

C-441

CHIEF

OFFICE

B-428

CHECK

IN

C-437

CHECK

IN

C-436

OFFICE

C-443

RES.

OFFICE

C-444

RES.

OFFICE

C-435

EXAM

C-403

EQUIP.

C-404

PHAR.

C-479

TOILET

C-480A

RECEPTION

C-402

SUPPLIES

C-438

CORRIDOR

C4-6

EXAM

C-478

EXAM /

PROCEDURE

PHOTOPHERESIS

SUITE

EXAM /

PROCEDURE

CONFERENCE

C-426

MOHs

SURGERY

RM.

C-460

MOHs

SURGERY

RM.

C-459

MOHs

SURGERY

RM.

C-458

EXAM/TREAT

C-456

MOHs

LAB

C-455

EXAM/TREAT

C-457EXAM 15

C-427

M.

TOILET

C-454

22A 23A

24A 25A 26A 27A 28A

28B

APHERESIS

UNISEX

TOILET

NURSE

STATION

APHERESIS

APHERESIS

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

APHERESIS

STOR.

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

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

AREA OF WORK

PATH OF DEBRIS REMOVAL

CA

DE

KB

XXX

XXX

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

DUST CONTROL PLAN NOTES

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

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 IN HATCHED AREAS 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 CARTS TO TRANSFER CONSTRUCTION MATERIAL IN AND OUT OF

THE PROJECT - CART EXTERIOR SHALL BE WIPED DOWN BEFORE RETURNING INTO THE

BUILDING.

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. ALL EQUIPMENT THAT REMAINS IN THE CONSTRUCTION SPACE AND ASSOCIATED ROOMS SHALL

BE COVERED AND PROTECTED PRIOR STARTING EACH CONSTRUCTION PHASE.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR WILL VERIFY AND ACKNOWLEDGE TO THE CONTRACTOR WHETHER

THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR; RETURN VENTS

COVERED IN 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.

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.

POLICY LETTER EC-51

7. REFER TO SPEC SECTION 01 01 10 FOR EC-51 SAFETY AND HEALTH POLICY AND PROCEDURES

DURING CONSTRUCTION ACTIVITIES.

43.1.1 CLASSIFICATION OF REHABILITATION WORK -

RENOVATION

43.4.2 CAPACITY OF MEANS OF EGRESS. THIS PROJECT

DOES NOT CHANGE OR ALTER EXISTING

OCCUPANT LOAD OR

MEANS OF EGRESS. THE EGRESS

CAPACITY SHALL HAVE BEEN

PREVIOUSLY APPROVED AS BEING ADEQUATE.

NFPA 101 - CHAPTER 43

BUILDING REHABILITATION

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:

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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FOURTH FLOOR LIFE SAFETY PLAN

6 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

N O

R T H0 4 8 16

Scale: 3/32" = 1'-0"

FOURTH FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

REFERENCE CODES

AMERICAN WITH DISABILITIES ACT(ADA) STANDARDS,

PG 18-13: VA BARRIER FREE DESIGN STANDARD, 2017

AMERICAN SOCIETY OF HEATING, REFRIGERATING

AND AIR -CONDITIONING ENGINEERS

MANUAL(ASHRAE)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

CODES AND STANDARDS

OSHA RULES AND REGULATIONS

2021 INTERNATIONAL BUILDING CODE

LIFE SAFETY CODE (NFPA 101) 2021

THE JOINT COMMISSION (TJC) ACCREDITATION

MANUAL (LATEST EDITION)

NATIONAL ELECTRICAL CODE (NEC) (NFPA 70) 2020

NATIONAL FIRE ALARM CODE (NFPA 72) 2019

2021 INTERNATIONAL FIRE CODE

ILLUMINATING ENGINEERING SOCIETY (IES) LIGHTING

HANDBOOK, 10TH EDITION

HEALTH CARE FACILITIES CODE (NFPA 99) 2021

ELECTRICAL DESIGN MANUAL, DEC. 2019

PHYSICAL SECURITY AND RESILIENCY DESIGN

MANUAL, APRIL 2021

VA DESIGN GUIDE: OFFICE OF INFORMATION AND

TECHNOLOGY, FEB. 2019

VA DESIGN GUIDE: INFRASTRUCTURE STANDARD FOR

TELECOMMUNICATIONS SPACES, JULY. 2021

ANSI/TIA/EIA 568-2020 COMMERCIAL BUILDING

CABLING STANDARDS

ANSI/TIA/EIA 569-C-2019 COMMERCIAL BUILDING

STANDARDS FOR TELECOMMUNICATIONS PATHWAYS

AND SPACES

ANSI/TIA-1179-2017 TELECOMMUNICATIONS SPACES

FOR HEALTHCARE FACILITIES

ASME A17.1/CSA B44-2019 ELEVATOR CODE

BICSI, TELECOMMUNICATIONS DISTRIBUTION

METHODS MANUAL, 14TH EDITION.

A. ALL MAJOR EQUIPMENT TRANSPORTED

THROUGH THE BUILDING TO BE VA APPROVED

ROUTE AND TIME. COORDINATE WITH VA COR

GIVING 2 WEEKS NOTICE MINIMUM.

B. NORMAL CONSTRUCTION WORK HOURS 6 AM

TO 2:30 PM.

C. COORDINATE WITH COR FOR PARKING

REQUIREMENTS.

D. STICKY MAT AT ALL…