C27_Drawings 20-383 Structural Addendum 1.pdf

REFERENCE SECTION 01 00 00 OF THE SPECIFICATION. THE SCHEDULE OF BID ALTERNATES TO BE INCLUDED WITH THE BID PACKAGE

IS AS FOLLOWS:

BID ITEM I:

A. WORK INCLUDES GENERAL CONSTRUCTION, ALTERNATES, NECESSARY REMOVAL OF EXISTING STRUCTURES, AND CERTAIN

OTHER ITEMS.

BID ITEM II:

B. ALL WORK IN BID ITEM I EXCEPT FINISHING THE BRIDGE UNDERSIDE SOFFIT IN STUCCO IN LIEU OF METAL PANELS AND METAL

COLUMN COVERS AT EXISTING CONCRETE COLUMNS IN LIEU OF MAINTAINING EXISTING FINISHES.

BID ITEM III:

C. ALL WORK IN BID ITEM II EXCEPT ELEVATOR MACHINE ROOM UPGRADES NOT RELATED TO MINOR REPAIRS AND FINISHES.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER

1 5RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

UPGRADE ELEVATOR & MAIN FACILITY ACCESS

TVHS VA MEDICAL CENTER NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212

VA PROJECT #: 626-21-202

KK

DRAWING LIST

GENERAL

G-001 COVER 1 5

G-100 GENERAL INFORMATION 2 5

G-101 SITE LOGISTICS PLAN 3 5

G-102 ICRA DETAILS 4 5

G-103 OVERALL PHASING PLAN 5 5

STRUCTURAL

S-101 FLOOR PLANS - PHASE 1 1 1

S-201 FLOOR PLANS - PHASE 1 2 2

ABATEMENT

HA101 ABATEMENT PLAN - DUMBWAITERS PHASE 1 1 1

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 24

AD101 SECOND FLOOR DEMOLITION FLOOR PLANS - PHASE 1 2 24

AD102 SECOND FLOOR DEMOLITION FLOOR PLANS - PHASES 2, 2A, 2B AND 3 3 24

AD103 DEMOLITION PLANS AND SECTION - BRIDGE SOFFIT PLAN AND ELEVATOR MECHANICAL ROOM STAIRWELL 4 24

AD104 DEMOLITION PLANS - DUMBWAITERS #7,8,9,14 PHASE 1 5 24

AD110 SECOND FLOOR DEMOLITION REFLECTED CEILING PLAN - PHASE 1 6 24

AD111 SECOND FLOOR DEMOLITION REFLECTED CEILING PLANS - PHASE 2 AND 3 7 24

A-101 SECOND FLOOR PLAN - PHASE 1 8 24

A-102 FLOOR PLANS - PHASES 2, 2A, 2B AND 3 9 24

A-103 NEW WORK PLANS - DUMBWAITERS PHASE 1 10 24

A-104 TYPICAL ELEVATOR CAR PLANS, INTERIOR ELEVATIONS AND DETAILS 11 24

A-105 BRIDGE ROOF AND SOFFIT PLANS 12 24

A-110 REFLECTED CEILING PLANS - PHASE 1 13 24

A-111 REFLECTED CEILING PLANS - PHASE 2 AND 3 14 24

A-201 EXTERIOR ELEVATIONS 15 24

A-301 BUILDING SECTIONS 16 24

A-302 WALL SECTIONS 17 24

A-303 WALL SECTIONS 18 24

A-401 INTERIOR DETAILS 19 24

A-501 PARTITION TYPES, DOOR SCHEDULE, ELEVATIONS AND DETAILS 20 24

A-502 SECTION DETAILS 21 24

A-503 PLAN DETAILS 22 24

A-601 WINDOW AND LOUVER ELEVATIONS AND DETAILS 23 24

A-901 RENDERINGS 24 24

INTERIORS

I-001 PRODUCT SCHEDULES, SYMBOLS AND ABBREVIATIONS 1 6

I-101 SECOND FLOOR FINISH AND WALL PROTECTION PLAN & ELEVATIONS 2 6

I-141 FIRST FLOOR SIGNAGE PLAN 3 6

I-411 SECOND FLOOR OVERALL EQUIPMENT PLAN 4 6

I-431 ENLARGED TOILET PLANS AND ELEVATIONS 5 6

I-441 INTERIOR DETAILS 6 6

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 4

FK101 SECOND FLOOR FIRE SUPPRESSION DEMOLITION PLAN - PHASE 1 2 4

FX101 SECOND FLOOR FIRE SUPPRESSION PLAN PHASE 1 3 4

FX102 SECOND FLOOR FIRE SUPPRESSION PLAN PHASE 2 4 4

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 5

P-100 BASEMENT & FIRST FLOOR DRAIN, WASTE, AND VENT PLAN 2 5

P-101 SECOND FLOOR PLUMBING PLAN 3 5

P-501 PLUMBING DETAILS 4 5

P-901 WASTE & WATER PIPE RISERS 5 5

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 8

MD101 SECOND FLOOR MECHANICAL DEMOLITION PLAN - PHASE 1 2 8

MD102 SECOND FLOOR MECHANICAL DEMOLITION PLAN - PHASE 2 3 8

MH101 SECOND FLOOR HVAC PLAN - PHASE 1 4 8

MH102 SECOND FLOOR HVAC PLAN - PHASE 2 5 8

MP101 SECOND FLOOR MECHANICAL PIPING PLAN - PHASE 1 & 2 6 8

M-501 MECHANICAL DETAILS & SCHEDULES 7 8

M-502 MECHANICAL CONTROLS 8 8

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 12

E-002 ELECTRICAL GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 2 12

ED101 ELECTRICAL DEMOLITION PLANS 3 12

ED102 ELECTRICAL DEMOLITION PLANS 4 12

E-101 ELECTRICAL PLANS 5 12

E-102 ELECTRICAL PLANS 6 12

E-103 ELECTRICAL PLANS 7 12

E-104 ELECTRICAL PLANS 8 12

EL101 ELECTRICAL LIGHTING PLANS 9 12

E-501 ELECTRICAL DETAILS 10 12

E-601 SINGLE LINE DIAGRAM AND SCHEDULES 11 12

E-602 ELECTRICAL SCHEDULES 12 12

AREA OF WORK AREA OF WORK

NORTH NORTH

BID ALTERNATES

DocuSign Envelope ID: F367A384-6B7D-42A0-B197-538A80688D8E

5/26/2022

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

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

FINISH ELEVATION

SYMBOL

FLOOR SLOPE

SYMBOL

X 0" = 10'-3" AFF

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

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

ACCESSIBLE TOILET

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

5'-0" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-0" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

TYPICAL URINAL

MOUNTING

CLEAR

15"

CLEAR

15"

"3

M

A X

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

DIAPER CHANGING

STATION

M

IN

M A

X

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

O F

M

IR

R

O R

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES

WALL PROTECTION

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

CLOCKCLOCK OUTLET

TELEVISION

OUTLET

WALL MOUNTED TV

CLOCK

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

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

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

SANITARY NAPKIN

DISPOSAL

TOILET SEAT

COVER

DISPENSER

HALL

LANTERN

ELEVATOR CALL BUTTON AND LANTERN

HALL CALL

BUTTON

1'-6"

"8

/4

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-100

GENERAL INFORMATION

2 5RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

GENERAL SYMBOL LEGEND

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

STANDARD MOUNTING HEIGHTS

24TH AVE S

H

IG

H L A

N D

A V

E

P

IE

R C

E A

V E

G A

R L A

N D

A V

E

24TH AVE S

SITE LOGISTICS LEGEND

BUILDING IN CONTRACT

EXISTING BUILDINGS

AREA OF WORK

PROPOSED STAGING AREA

A. CONTRACTOR SHALL PROVIDE TEMPORARY

ENTRANCES AND STAIR TOWERS TO PROVIDE

ACCESS TO CONSTRUCTION AREA.

B. CONTRACTOR TO ENSURE THAT TEMPORARY

ENTRANCES AND PROTECTIVE MEASURES

COMPLY WITH ALL OSHA REQUIREMENTS.

CONTRACTOR WILL BE RESPONSIBLE FOR

DESIGN AND ENGINEERING OF TEMPORARY

ENTRANCES AND PROTECTIVE MEASURES.

C. CONTRACTOR SHALL BE REQUIRED TO INSPECT

ALL TEMPORARY ENTRANCES AND PROTECTIVE

MEASURES DAILY TO ENSURE THEY ARE SAFE

AND COMPLY WITH OSHA REQUIREMENTS.

D. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, EXTERIOR OR INTERIOR, LANDSCAPE,

SIDEWALKS, PAVING OR ANY AREA DAMAGED BY

THE CONSTRUCTION WORK. RESTORE AREAS TO

ORIGINAL CONDITION.

E. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

F. CONTRACTOR SHALL PROTECT THE LANDSCAPE

SPRINKLER SYSTEM IN CONSTRUCTION LAY

DOWN ARE FROM DAMAGE. CAP ALL HEADS IN

THIS AREA DURING THE CONSTRUCTION PERIOD.

RESTORE SPRINKLER SYSTEM TO FULL

OPERATION AT END OF CONSTRUCTION.

G. CONTRACTOR SHALL PREPARE A PLAN OF THE

LAY DOWN/SECURITY FENCE AREA WITH

LOCATION ALL ELEMENTS INCLUDING DUMPSTER

AND TRASH CHUTE/COLLECTION AREA, TO BE

APPROVED BY COR.

H. CONTRACTOR TO ENSURE THE CONSTRUCTION

OF 7' 0" TALL FENCE WITH FABRIC TO SHIELD VIEW

INTO THE AREA. FENCING NEEDS TO HAVE

ACCESS GATES AS NOTED, AND BE

APPROPRIATELY SECURED TO NOT FALL OVER IN

HIGH WINDS.

I. CONTRACTOR SHALL COORDINATE ANY WORK

THAT PRODUCES EXCESSIVE NOISE TO BE

PERFORMED DURING OFF HOURS, AND

COORDINATE THIS WORK WITH COR.

J. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING, HARDSCAPING AND SITE

ELEMENTS TO THE ORIGINAL CONDITION AT THE

COMPLETION OF CONSTRUCTION. CONTRACTOR

WILL PHOTOGRAPH AND DOCUMENT EXISTING

CONDITIONS PRIOR TO INSTALLING FENCING,

TEMPORARY ENTRANCES OR STARTING ANY

CONSTRUCTION WORK.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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G-101

SITE LOGISTICS PLAN

3 5RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

N O

R T

HScale: 1" = 50'-0"

SITE LOGISTICS PLAN

1 APPROXIMATE CONSTRUCTION FENCE ROUTE

(REQUIRED PER SPECIFICATION SECTION 01 00 00).

2 PRIMARY CONSTRUCTION ENTRANCE.

3 PROPOSED CONSTRUCTION LAY-DOWN AREA TO

BE APPROVED BY COR. ALL MATERIAL STORAGE,

TRAILERS, EQUIPMENT AND PORTABLE TOILETS

SHALL BE PLACED IN THIS AREA. ALL MATERIALS

TO BE STORED INSIDE.

4 PRIMARY CONSTRUCTION ACCESS ROUTE.

5 ACCESS GATE.

6 EXISTING STAIRS TO REMAIN CLEAR FOR

EMERGENCY EGRESS.

7 FABRICATION SHOP FOR MECHANICAL

CONTRACTOR.

8 ENTRANCE TEMPORARILY CLOSED.

9 TEMPORARY CONSTRUCTION LAY-DOWN AREA TO

BE USED ON WEEKENDS ONLY, WITH COR

APPROVAL. ROAD TO REMAIN UNOBSTRUCTED

OTHERWISE.

10 TEMPORARY CONSTRUCTION ACCESS ROUTE.

11 TEMPORARY CONSTRUCTION ENTRANCE.

12 APPROXIMATE LOCATION FOR CONSTRUCTION

SCAFFOLDING.

GENERAL

1. ALL APPLICABLE PERMITS AND COR APPROVALS

SHALL BE COMPLETED PRIOR TO BEGINNING ANY

WORK. PERMITS INCLUDE: ICRA, PCRA, ILSM,

ABOVE CEILING, FIRE/SMOKE WALL, UTILITY, FIRE

SPRINKLER, FIRE ALARM SYSTEM, MEDICAL

GASES, CONFINED SPACE AND HOT WORK.

2. PROVIDE TEMPORARY SMOKE RESISTANT

BARRIERS CONSISTING OF 3-5/8" METAL STUD

FRAMING WITH 5/8" GYPSUM BOARD ON BOTH

SIDES. BARRIERS SHALL BE INSPECTED BY VA

COR STAFF PRIOR TO START OF CONSTRUCTION

IN SPACE. MAINTAIN NEGATIVE PRESSURE

VENTILATION IN THE CONSTRUCTION SPACE.

3. PROVIDE TWO STICKY MATS AT EACH

CONSTRUCTION ACCESS POINT.

DUST CONTROL PLAN NOTES

A. THIS PROJECT INCLUDES CONSTRUCTION ENTRY

VESTIBULE - CONSTRUCTION ANTEROOM. THEY

SHALL BE USED WHEN GOING INTO

CONSTRUCTION AREA AND LEAVING THE

CONSTRUCTION AREA 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 AFTER VA COR'S APPROVAL TO

MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST

PROTECTION IN PLACE BEFORE REMOVAL OF A

PERMANENT BARRIER.

INTERNAL DEMOLITION AND CONSTRUCTION

ACTIVITIES DUST AND DEBRIS CONTROL

B. TRAFFIC CONTROL: DESIGNATED ENTRY AND

EXIT PROCEDURES SHALL BE DEFINED. EGRESS

PATHS SHALL BE FREE OF DEBRIS AND ONLY

AUTHORIZED PERSONNEL SHALL BE ALLOWED

TO ENTER THE CONSTRUCTION ZONE. SIGNAGE

SHALL DIRECT PEDESTRIAN TRAFFIC AWAY

FROM THE CONSTRUCTION AREA AND

MATERIALS.

C. CONTRACTOR SHALL USE CLEAN CARTS TO

TRANSFER CONSTRUCTION MATERIAL IN AND

OUT OF THE PROJECT - CLEAN CART DAILY.

D. DEMOLITION DEBRIS: DEBRIS SHALL BE

REMOVED IN CARTS WITH TIGHTLY FITTED

COVERS, USING DESIGNATED TRAFFIC ROUTE.

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 COR. 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.

E. EXTERIOR WINDOWS: EXISTING WINDOWS SHALL

BE PROTECTED TO PREVENT DAMAGE BY

ADJACENT CONSTRUCTION WORK.

VENTILATION AND ENVIRONMENTAL CONTROLS

F. AIR SYSTEM FLOW: THE COR SHALL 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 PLACES.

G. 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. EXHAUST AIR DIRECTLY TO THE

OUTSIDE IF APPROVED BY COR IF EXHAUST

SHALL BE TIED INTO A RE-CIRCULATED AIR

SYSTEM, PRE-FILTER AND HEPA FILTER SHALL BE

USED BEFORE EXHAUST TO PREVENT

CONTAMINATION OF THE DUCTS.

H. ADJACENT AREAS: THE STATUS OF SEALED

PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

I. 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

J. 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. THE

CONTRACTOR SHALL CONSTRUCT AN

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.

K. POST CONSTRUCTION: DO NOT REMOVE

BARRIERS AND KEEP ALL HVAC ISOLATION UNTIL

CONTRACTOR HAS CLEANED CONSTRUCTION

SITE, CONTRACTOR HAS DONE A TERMINAL

CLEANING, AND VA INFECTIOUS DISEASE

CONTROL HAS INSPECTED AND APPROVED THE

CLEANING, AND AN RTO FORM HAS BEEN

COMPETED.

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY

REQUIRE MORE THAN ONE). FIRE

EXTINGUISHER TO BE SECURELY

MOUNTED TO FLOOR BRACKET TO

AVOID TOPPLING OVER.

CONTRACTOR IS TO ENSURE THAT IT

REMAINS VISIBLE AND READILY

ACCESSIBLE AT ALL TIMES DURING

CONSTRUCTION.

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

DOOR IN HARD ICRA

BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

G-102

G-100

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

V .I .F

E X

IS

T

IN

G

W A

L L

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(S)

EXISTING WALL

EXISTING CEILING

FLEX DUCT

A P

P R

O X

A .F

.F

DOOR IN HARD

ICRA BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

G-102

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

UPGRADE ELEVATOR & MAIN FACILITY ACCESS

• THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER

CADDY

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

4 7/8"

A

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

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

4 7/8"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

B

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. (2) LAYERS 5/8"

GYPSUM BOARD EACH SIDE.

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

6 1/8"

C

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

SMOKE RATED 2-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

1. Remove barrier material 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 unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

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

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

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration unit.

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

5. 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.

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

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

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

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant

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

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

2. Complete all critical barriers i.e. sheetrock, plywood, plastic to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units if indicated.

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

5. Cover transport receptacles or carts. Tape covers.

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

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

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

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

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

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

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile per 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

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

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

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 cabling system

- new construction

• Cardiology

• Echocardiography

• Endoscopy

• Nuclear Medicine

• Physical Therapy

• Radiology / MRI

• Respitory Therapy

• CCU

• Emergency Room

• Labor & Delivery

• Laboratories (specimen)

• Newborn Nursery

• Outpatient Surgery

• Pediatrics

• Pharmacy

• Post Anesthesia Care Unit

• Surgical Units

• Any area caring for immunocompromised patients

• Burn Unit

• Cardiac Cath Lab

• Central Sterile Supply

• Intensive Care Units

• Medical Unit

• Negative pressure isolation rooms

• Oncology

• Operation rooms including C-section rooms

• Office Spaces

C L

A S

S I V

C L

A S

S I

II

C L

A S

S I I

C L A

S S

I

PATIENT RISK GROUPS

LOW Risk Group

MEDIUM Risk Group

HIGH Risk Group

HIGHEST Risk Group

TYPE A TYPE B TYPE C TYPE D

I II II III/IV

I II III IV

I II III/IV IV

II III/IV I/IV IV

During Construction Project: Upon Completion of Project:

TYPE D

TYPE C

TYPE B

TYPE A

Group 1 Low Risk

Group 2 Medium Risk

Group 3 High Risk

Group 4 Highest Risk

Patient Risk Group Table

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

Construction Project Type

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicated that Class III or Class IV Control procedures are necessary.

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

Type of Construction Project activity (Type A-D)

INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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G-102

ICRA DETAILS

4 5RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

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

TYPICAL CONSTRUCTION PLAN LAYOUT

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

CROSS SECTION "A"

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

MOBILE CONTAINMENT UNIT (CUBE METHOD)

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

ROOM ELEVATION

Scale: 6" = 1'-0"

ILSM SIGNAGE

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

ICRA BARRIER WALL TYPES

Scale: 12" = 1'-0"

ICRA TEMPORARY BARRIER TAG

PHASE 1

PHASE 1

PHASE 3

PHASE 1

(LEVEL 1-5)

PHASE 2B PHASE 2A

PHASE 1

(LEVEL B-1)

P-10 P-11

P-14 P-15

STAIRWELL G4

STAIRWELL G1

DW-14

DW-7

DW-8

DW-9

G-103

TEMPORARY PEDESTRIAN

ENCLOSURE DURING PHASE

PHASE 2

PHASE 2

PHASE 3

PHASING LEGEND

PHASE 1

PHASE 2A

PHASE 2

PHASE 2B

PHASE 3

A. PROJECT CONSISTS OF 3 PHASES TO BE APPROVED

BY VA NASHVILLE COR, FOR THE NECESSARY

OPERATIONAL AND LOGISTICAL ARANGEMENTS TO

ACCOMMODATE STAFF AND VISITOR ACCESS DURING

CONSTRUCTION.

B. CONTRACTOR TO VERIFY AND COORDINATE FINAL

AND APPROVED ICRA MEASURES WITH THE TVHS

NASHVILLE VA MEDICAL CENTER'S ICRA PERSONNEL,

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION

ACTIVITY IN EACH PHASE. AREAS OF WORK IN EACH

PHASE MUST BE COMPLETED AND OPERATIONAL

PRIOR TO COMMENCING THE NEXT PHASE.

C. RENOVATION OF INTERIOR FINISHES NOT FULLY

WITHIN A ICRA BARRIER OF A PHASE MUST BE

PERFORMED OUTSIDE NORMAL OPERATING HOURS,

AND COORDINATED WITH THE VA COR. THESE AREAS

MUST BE READY FOR USE BY THE START OF

OPERATIONS THE NEXT DAY.

D. ALL PHASES WILL NEED TO ACCOMODATE VETERAN/

AND STAFF ACCESS TO BUILDING(S).

E. CONTRACTOR TO PROTECT ALL COMPLETED WORK IN

AREAS AND ELEVATORS TO BE OPERATIONAL

DURING CONSTRUCTION.

F. CONSTRUCTION PHASES ARE AS FOLLOWS:

PHASE 1:

CONSTRUCT NEW WAITING AREA WITH

TWO NEW MALE AND FEMALE TOILETS, REMOVE THE

EXISTING EQUIPMENT AT DUMBWAITERS DW-7, DW-8,

AND DW-9, INFILL EXISTING SLAB OPENING,

RENOVATE ADJACENT ROOM WITH RECLAIMED

SPACE, UPGRADE CONTROLS AT DW-14, AND

REPLACE THE EXISTING METAL STAIR AND RAILING

SYSTEM TO THE ELEVATOR MECHANICAL ROOM WITH

A PRE - MANUFACTURED METAL STAIR AND RAILING

SYSTEM. RENOVATE THE CROSSOVER BRIDGE WITH

TEMPORARY PROTECTIVE PEDESTRIAN ENCLOSURE

FOR CROSSOVER BRIDGE TO REMAIN IN SERVICE

DURING CONSTRUCTION, AND BEGIN GARAGE

FACADE RENOVATION. THE EXISTING MALE AND

FEMALE TOILETS AND ELEVATORS P-10 AND P-11 WILL

REMAIN IN SERVICE DURING CONSTRUCTION, BUT

ELEVATORS P-14 AND P-15 ALONG WITH STAIR G4

WILL BE OUT OF SERVICE DURING PHASE 1

CONSTRUCTION.

PHASE 2 :

DEMOLISH AND RENOVATE THE AREA OF THE

EXISTING MALE AND FEMALE TOILETS, AND

COMPLETE PORTION OF FINISH RENOVATIONS AT THE

HOSPITAL ENTRANCE INTO BRIDGE. THE NEW

WAITING AREA WITH TWO NEW MALE AND FEMALE

TOILETS, ELEVATORS P-14 AND P-15, STAIR G4 AND

PEDESTRIAN BRDGE WILL BE OPERATIONAL DURING

PHASE 2 CONSTRUCTION.

PHASE 2A:

AS PART OF PHASE 2, MODERNIZE ELEVATOR P-11

AND RELATED EQUIPMENT IN THE ELEVATOR

MECHANICAL ROOM. ELEVATORS P-10, P-14, P-15,

STAIRS G1 AND G4, AND PEDESTRIAN BRIDGE WILL

BE OPERATIONAL DURING PHASE 2A CONSTRUCTION.

PHASE 2B:

AS PART OF PHASE 2, MODERNIZE ELEVATOR P-10

AND RELATED EQUIPMENT IN THE ELEVATOR

MECHANICAL ROOM. ELEVATORS P-11, P-14, P-15,

STAIRS G1 AND G4, AND PEDESTRIAN BRIDGE WILL BE

OPERATIONAL DURING PHASE 2B CONSTRUCTION.

PHASE 3:

RENOVATE ELEVATOR LOBBY, AND COMPLETE FINISH

RENOVATIONS AT THE HOSPITAL ENTRANCE INTO

BRIDGE. THE NEW WAITING AND LOBBY AREA,

ELEVATORS P-10, P-11, P-14, P-15, STAIRS G1 AND G4,

AND PEDESTRIAN BRIDGE WILL BE OPERATIONAL

DURING PHASE 3 CONSTRUCTION.

EXISTING GARAGE

FLOOR LEVEL

9' - 10"

EXISTING STEEL FRAME

TO REMAIN

REMOVE GLAZING SYSTEM

REMOVE GLAZING SYSTEM

REMOVE MASONRY

REMOVE WALL

REMOVE FANCOIL UNITS

REMOVE SOFFIT SYSTEM

CONSTRUCT WOOD-FRAMED

PROTECTIVE PEDESTRIAN

ENCLOSURE PRIOR TO

BEGINNING DEMOLITION

1" / 12"

5/8" TYPE X MOISTURE-

RESISTANT GLASS-MAT

GYP BD

2/4 WOOD STUDS, FIRE-

RETARDANT TREATED

3/4" PLYWOOD, FIRE-

RETARDANT TREATED

TPO ROOF MEMBRANE

PAINT EXPOSED

PLYWOOD FACE

CLEAR

5'-6"

INSTALL TEMPORARY HEPA

FILTERED PACKAGE HVAC

UNITS FOR COOLING

ENCLOSURE DURING

CONSTRUCTION

11 1/8"

CONT SEALANT

TEMPORARY LIGHT

FIXTURE, SURFACE

MOUNTED, LINEAR LED

HANDRAIL

6'-0" TO 8'-0" SEGMENT LENGTH

3/4" FIRE RETARDANT TREATED PLYWOOD, PAINTED

5/8" TYPE X GYP BD

2X4 WOOD STUDS

HANDRAIL

CONSTRUCT TEMPORARY ENCLOSURE

AS PANELS FOR INSTALLATION

FIRE-RATED SEALANT

FIRE-RATED SEALANT

THE TEMPORARY PEDESTRIAN ENCLOSURE

IS INTENDED TO BE CONSTRUCTED AS

SEGMENTED PANELS TO FACILITATE RAPID

INSTALLATION DURING NIGHTS TO AVOID

HIGH-TRAFFIC TIMES.

PROGRAM SCHEDULE

Name

RENOVATION

Area

ADDITION

TOTAL AREA

2,499 SF

1,543 SF

4,042 SF

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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G-103

OVERALL PHASING PLAN

5 5RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/16" = 1'-0"

OVERALL PHASING PLAN

N O

R T

H

0 8 16 32

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

BRIDGE SECTION DURING PHASE 1 0 1 2 4

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

TEMPORARY PEDESTRIAN ENCLOSURE PLAN DETAIL 0 12"6"3"

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

ADO AUTOMATIC DOOR OPENING

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

ILO IN LIEU OF

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

PP PUSH PAD

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE WINDOW TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1##

# BID ALTERNATE SLOPE

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 DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING 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. 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.

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

DRAWINGS AND SPECIFICATIONS.

7. 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.

8. CONTRACTOR SHALL COMMENCE NEW WORK AND INSTALL FINISHES ONLY AFTER COMPLETING SMOKE

REMEDIATION ACTIVITIES IN AREA OF WORK.

9. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

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

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

PROJECT.

12. 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.

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

FACE OF EXISTING WALL SURFACE.

14. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ANY USE OF WOOD WOULD BE AN EXCEPTION TO VA STANDARDS AND ARE TYPICALLY NOT PERMITTED. SUBMIT USE OF WOOD TO COR FOR

APPROVAL.

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. CONTRACTOR SHALL COMPLETE SMOKE REMEDIATION OF ALL EXISTING SURFACES BEFORE COMMENCING

NEW WORK.

9. 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.

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

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

SYSTEMS.

12. 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.

13. 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.

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

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

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

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

16. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE COR UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE COR WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE

COR, ARE TO BE REMOVED AND DISPOSED OF BY CONTRACTOR IN APPROVED MANNER.

17. 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.

18. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE COR, THE USE OF THE CONSTRUCTION ACCESS ROUTE TO DUMPSTER AREA AND FREIGHT ELEVATOR (AS REQUIRED) FOR WASTE REMOVAL.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 24RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

FEMALE TLT MALE TLT

ELEVATOR

LOBBY

BRIDGE

ELEVATOR

LOBBY

SMOKE ROOM

HAC

G-101D

TOILET

G-101A

TOILET

G-101B

TOILET

G-101C

PATIENT EDU

G-134

WAITING

G-112

8 8

P-10 P-11

X 0"

X 0"

X 0"

X -5" X 0"

X 0"

X -4.39"

X 0"

X -5"

FAN ROOM #17

1-G133

OUTPATIENT

FILLING/ASSEMBLY

1-G134

CORRIDOR

C1-21A

X -3.625" X -1.375"

0.25

STAIRWELL G1

P-14 P-15

STAIRWELL G4

G-103

17 16

16 18 19 16 18 19

15 17 16 15

17 16 15

12 12 9 20

17 16 15

/4

/4

+/- 5'-7 1/4" +/- 21'-2 7/8"

21 22

ELEVATOR

MECHANICAL

ROOM

P11 P10

LANDING ELEVATION

53' 0"

LANDING ELEVATION

46' 6"

4'-2"

DN

A. CONTRACTOR TO PROTECT WORK TO REMAIN FROM

DAMAGE DURING DEMOLITION.

B. CONTRACTOR SHALL COMPLETE SMOKE REMEDIATION OF

ALL EXISTING SURFACES BEFORE COMMENCING NEW WORK.

C. REMOVE WALLS / PARTITIONS COMPLETELY FROM FLOOR TO

STRUCTURE DECK ABOVE.

D. CONTRACTOR TO FILL VOIDS UP TO THE FINISH FLOOR LEVEL

AND PERFORM FLOOR LEVELING AFTER REMOVING EXISTING

MASONRY WALL.

E. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED FROM SITE

EACH DAY AND REMOVED OF PROPERLY PER CONTRACT

REQUIREMENTS.

F. CONTRACTOR TO PROVIDE PROTECTIVE BARRIERS,

WARNING SIGNS AND TEMPORARY PATHWAYS IN AREAS

THAT WILL BE OPERATING DURING THE CONSTRUCTION

PHASE. TEMPORARY WAY FINDING SIGNAGE TO BE

PROVIDED FOR THE DURATION OF THE CONSTRUCTION.

G. PROVIDE DUST AND DEBRIS BARRIER IN ACCORDANCE WITH

ICRA REQUIREMENTS.

H. CONTRACTOR TO PATCH ANY WORK TO REMAIN THAT WAS

DAMAGED DURING DEMOLITION TO MATCH EXISTING.

DAMAGED CEILING GRID AND TILE IS TO BE REPLACED IN

ENTIRETY.

I. REFER TO SHEET A-401 FOR TYPICAL SLAB INFILL DETAIL,

AND COORDINATE WITH STRUCTURAL DRAWINGS.

J. COORDINATE WITH COR FOR SALVAGE AND RETURN FOR

REUSE OF DOORS, HARDWARE, FRAMES AND CASEWORK AS

REQUIRED.

K. REMOVE SUPPORTS AND BRACKETS THAT SECURE

PARTITION FRAMING, CEILING COMPONETS AND CEILING

MOUNTED EQUIPMENT OF ALL WORK TO BE DEMOLISHED.

ENSURE NO DAMAGE ANY STRUCTURAL ELEMENTS OR

DECK.

L. CONTRACTOR TO ENSURE NO DAMAGE TO RATED SHAFT

WALLS OR FIRE / SMOKE RATED PARTITIONS. ANY RATED

WALLS DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED PER RATED PARTITION REQUIREMENTS.

M. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING

WORK VIA PHOTO. NOTIFY THE COR OF ANY CONFLICTS

PRIOR TO PROCEEDING WITH DEMOLITION.

N. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL,

COMMUNICATION AND PLUMBING DOCUMENTS FOR

RESPECTIVE DEMOLITION AND NEW WORK INFORMATION.

O. 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 OF CONDITIONS LOCATED

DIFFERENTLY FROM THAT INDICATED OF THAT ARE NOT

IDENTIFIED SHALL BE REPORTED TO THE COR.

P. CONTRACTOR TO COORDINATE INTERIM TRAFFIC CONTROL

MEASURES FOR PARKING GARAGE AND HOSPITAL ACCESS

FOR THE DURATION OF PROJECT.

Q. CONTRACTOR TO COORDINATE WITH COR, TIME TO ACCESS

AND EXECUTE WORK IN STAIRWELL G1. CONTRACTOR MUST

COORDINATE AND FOLLOW SAFETY PROTECTION MEASURES

AS APPROVED BY COR, FOR STAIR ACCESS BELOW AREA

OF WORK DURING CONSTRUCTION.

EXISTING WALL TO REMAIN

DEMOLISHED WALL

DEMOLISHED DOOR

DEMOLITION LEGEND

TEMPORARY BARRIER

FINISH FLOOR ELEVATIONX 0" = 10'-3" AFF

EXISTING DOOR TO REMAIN

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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AD101

SECOND FLOOR DEMOLITION FLOOR

PLANS - PHASE 1

2 24RMJ

UPGRADE ELEVATOR & MAIN

FACILITY ACCESS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVE SOUTH

NASHVILLE, TN 37212 NOVEMBER 22, 2021

BID DOCUMENTS

626-21-20220-383

1, PARKING GARAGE,

BRIDGE

KK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

SECOND FLOOR DEMOLITION FLOOR PLAN - PHASE 1

1 REMOVE EXISTING MASONRY WALL.

2 REMOVE EXISTING STOREFRONT SYSTEM. PROVIDE

TEMPORARY COVER FOR WEATHER PROTECTION

DURING CONSTRUCTION.

3 REMOVE WALL MOUNTED DEVICES, ACCESSORIES

AND FIXTURES.

4 REMOVE EXISTING FURNITURE.

5 REMOVE EXISTING BOLLARDS.

6 REMOVE EXISTING STAIR, RAILING AND

ASSOCIATED STRUCTURE.

7 REMOVE EXISTING HVAC WINDOW UNITS.

8 REMOVE TOP +/1"-2" OF EXISTING SLAB TO

PREPARE FOR NEW CONCRETE INFILL/LEVELING

COMPOUND AND NEW FLOORING.

9 TEMPORARY 1 HR ICRA BARRIER.

10 EXISTING ELEVATORS AND STAIR TO BE CLOSED TO

THIS LEVEL DURING CONSTRUCTION. ADD SIGNAGE

TO AFFECTED FLOORS.

11 REMOVE EXISTING EXHAUST SYSTEM.

12 PROVIDE STICKY MATS.

13 RELOCATE EXISTING VENDING MACHINE.

14 EXISTING EQUIPMENT TO REMAIN.

15 REMOVE EXISTING FACE BRICK AND SUBSTRATE

DOWN TO STRUCTURAL FRAME.

16 REMOVE EXISTING CAST STONE/SOLID SURFACE

SILL.

17 REMOVE EXISTING STOREFRONT WINDOW SYSTEM.

18 REMOVE EXISTING FAN COIL UNITS AND

ASSOCIATED PLUMBING AND ELECTRICAL

COMPONENETS.

19 REMOVE EXISTING INTERIOR WALL FURRING DOWN

TO STRUCTURAL FRAME.

20 REMOVE EXISTING STOREFRONT ENTRANCE

SYSTEM. REMOVE PRIOR TO PEDESTRIAN

ENCLOSURE INSTALLATION. WORK TO BE

PERFORMED ON NIGHTS AND WEEKENDS.

SEPARATE AREA OF WORK WITH TEMPORARY 1

HOUR INFECTION CONTROL BARRIERS.

21 REMOVE PORTION OF EXISTING MASONRY WALL AS

REQUIRED TO RECEIVE NEW WORK.

22 REMOVE EXISTING STOREFRONT WINDOW SYSTEM.

N O

R T

H

0 4 8 16

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

ELEVATOR MECHANICAL ROOM STAIR DEMO PLAN - PHASE 1

N O

R T

H

0 2 4 8

# KEY NOTES:

21 SEAL AROUND DOOR COMPLETELY. INSTALL

YELLOW CROSS TAPES AND CONSTRUCTION SIGN

STATING "TEAR OFF TAPES, EMERGENCY EXIT

ONLY". INSTALL TEMPORARY CONSTRUCTION SIGN

IN STAIRWELL G4 TO INDICATE NO ACCESS

THROUGH ELEVATOR LOBBY ON THIS LEVEL

DURING CONSTRUCTION. COORDINATE WITH VA

COR ABOUT SECURING EGRESS DOOR.

22 SEAL AROUND ELEVATOR DOORS COMPLETELY.

COVER CALL BUTTONS AND HALL LANTERNS.

PROTECT ELEVATOR DOORS FROM

CONSTRUCTION DUST AND DEBRIS. INSTALL

TEMPORARY CONSTRUCTION SIGN INSIDE OF THE

CAR TO INDICATE NO ACCESS THROUGH THIS

LEVEL DURING CONSTRUCTION. COORDINATE WITH

VA COR ABOUT SECURING ELEVATOR DOORS.

1 ADDENDUM NO. 1 05/24/2022

S

S

S

S

S S

S S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

FEMALE TLT MALE TLT

MALE

TLT

FEMALE

TLT

ELEVATOR

LOBBY

BRIDGE

HAC

G-101D

TOILET

G-101A

TOILET

G-101B

TOILET

G-101C

PATIENT EDU

G-134

WAITING

G-112

3 3

P-10 P-11

FAN ROOM #17

1-G133

OUTPATIENT

FILLING/ASSEMBLY

1-G134

CORRIDOR

C1-21A

X 0"

X 0"

X 0"

X 0"

X 0"

X -5"

X 0"

X 0"

X 0"

X 0"

X -5"

X -5"

X -5"

X 0"

ALCOVE

201A

ELEVATOR

LOBBY

STAIRWELL G1

P-14 P-15

STAIRWELL G4

+/- 7'-5"

/4

/2

/4

MALE

TLT

FEMALE

TLT

ALCOVE

201A

ELEVATOR

LOBBY

WAITING

ELEVATOR

LOBBY

BRIDGE

HAC

G-101D

TOILET

G-101A

TOILET

G-101B

TOILET

G-101C

PATIENT EDU

G-134

WAITING

G-112

DN

P-10 P-11

FAN ROOM #17

1-G133

OUTPATIENT

FILLING/ASSEMBLY

1-G134

CORRIDOR

C1-21A

X 0"

X 0"

X 0"

STAIRWELL G1

P-14 P-15STAIRWELL G4

5'-8

5'-0"

/4

A. CONTRACTOR TO PROTECT WORK TO REMAIN FROM

DAMAGE DURING DEMOLITION.

B. CONTRACTOR SHALL COMPLETE SMOKE REMEDIATION OF

ALL EXISTING SURFACES BEFORE COMMENCING NEW WORK.

C. REMOVE WALLS / PARTITIONS COMPLETELY FROM FLOOR TO

STRUCTURE DECK ABOVE.

D. CONTRACTOR TO FILL VOIDS UP TO THE FINISH FLOOR LEVEL

AND PERFORM FLOOR LEVELING AFTER REMOVING EXISTING

MASONRY WALL.

E. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED FROM SITE

EACH DAY AND REMOVED OF PROPERLY PER CONTRACT

REQUIREMENTS.

F. CONTRACTOR TO PROVIDE PROTECTIVE BARRIERS,

WARNING SIGNS AND TEMPORARY PATHWAYS IN AREAS

THAT WILL BE OPERATING DURING THE CONSTRUCTION

PHASE. TEMPORARY WAY FINDING SIGNAGE TO BE

PROVIDED FOR THE DURATION OF THE CONSTRUCTION.

G. PROVIDE DUST AND DEBRIS BARRIER IN ACCORDANCE WITH

ICRA REQUIREMENTS.

H. CONTRACTOR TO PATCH ANY WORK TO REMAIN THAT WAS

DAMAGED DURING DEMOLITION TO MATCH EXISTING.

DAMAGED CEILING GRID AND TILE IS TO BE REPLACED IN

ENTIRETY.

I. REFER TO SHEET A-401 FOR TYPICAL SLAB INFILL DETAIL,

AND COORDINATE WITH STRUCTURAL DRAWINGS.

J. COORDINATE WITH COR FOR SALVAGE AND RETURN FOR

REUSE OF DOORS, HARDWARE, FRAMES AND CASEWORK AS

REQUIRED.

K. REMOVE SUPPORTS AND BRACKETS THAT SECURE

PARTITION FRAMING, CEILING COMPONETS AND CEILING

MOUNTED EQUIPMENT OF ALL WORK TO BE DEMOLISHED.

ENSURE NO DAMAGE ANY STRUCTURAL ELEMENTS OR

DECK.

L. CONTRACTOR TO ENSURE NO DAMAGE TO RATED SHAFT

WALLS OR FIRE / SMOKE RATED PARTITIONS. ANY RATED

WALLS DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED PER RATED PARTITION REQUIREMENTS.

M. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING

WORK VIA PHOTO. NOTIFY THE COR OF ANY CONFLICTS

PRIOR TO PROCEEDING WITH DEMOLITION.

N. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL,

COMMUNICATION AND PLUMBING DOCUMENTS FOR

RESPECTIVE DEMOLITION AND NEW WORK INFORMATION.

O. 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 OF CONDITIONS LOCATED

DIFFEREN…