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GENERAL DEMOLITION PLAN NOTES

1. GENERAL CONTRACTOR REQUIRED TO COORDINATE ALL DEMOLITION PROVISIONS

WITH THE INFORMATION PROVIDED BY ALL DISCIPLINES IN THIS SET OF CONTRACT

DOCUMENTS.

2. GENERAL CONTRACTOR REQUIRED TO COORDINATE DEMOLITION ACTIVITES FOR ALL

TRADES. GENERAL CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING ELEMENTS

AND EQUIPMENT TO CONTINUE IN SERVICE. CONSULT "GENERAL REQUIREMENTS" AND

"SOLICITATION" FOR ADDITIONAL INFORMATION REGARDING SUCH PROTECTION AND

MAINTENANCE, AND FOR SYSTEM SHUTDOWN SCHEDULING AND ETC. COORDINATE ALL

SUCH ACTIVITIES WITH VA RESIDENT ENGINEER.

3. THE MAJOR PORTION OF THE EXISTING BUILDING WILL REMAIN ACTIVE DURING ALL

CONSTRUCTION AND DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE

ALL SYSTEM SHUT DOWNS WITH THE VA RESIDENT ENGINEER. THE CONTRACTOR SHALL

ALSO COORDINATE WITH THE VA RESIDENT ENGINEER FOR SCHEDULE, DURATION, AND

AREAS AFFECTED, AND SHALL RECEIVE VA APPROVAL PRIOR TO SHUT DOWN

COMMENCEMENT AND AS PER VA GENERAL REQUIREMENTS.

4. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL STRUCTURES,

IMPROVEMENTS AND UTILITIES ON OR ADJACENT TO THE WORK SITE WHICH ARE NOT

INDICATED OR IMPLIED WITHIN THE SCOPE OF THE DOCUMENTS TO BE REMOVED

AND/OR THEIR SERVICE DISCONTINUED.

5. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING

FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE, UNLESS

NOTED OTHERWISE.

6. CONTRACTOR SHALL EXERCISE REASONABLE CARE AS EXCAVATION PROCEEDS TO

MINIMIZE AND LIMIT DAMAGE TO ANY EXISTING CONDUIT, PIPING AND UNDERGROUND

APPURTENANCES THAT MAY BE ENCOUNTERED.

7. NOTIFY RESIDENT ENGINEER AND ARCHITECT OF UNEXPECTED SUBSURFACE

CONDITIONS.

8. THE VA RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM

ITEMS NO LONGER NEEDED WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY

NOTED FOR REMOVAL, RELOCATION, OR RETURN TO THE VA. ALL OTHER MATERIALS TO

BE REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE VA

REQUIREMEMTS, APPLICABLE CODES AND LOCAL ORDINANCES. COORDINATE ALL SUCH

CLAIMED ITEMS AND THEIR DISPOSITION WITH VA RESIDENT ENGINEER.

9. BEFORE WORK PROCEEDS IN A PARTICULAR AREA, CONTRACTOR SHALL REVIEW

FIELD CONDITIONS AND CRITICAL DIMENSIONS WITHIN SUCH WORK AREA AND NOTIFY

VA RESIDENT ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN

CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS.

10. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND

PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE

RELEVANT DOCUMENTS FROM ALL DISCIPLINES AND TO NOTIFY VA RESIDENT

ENGINEER, ARCHITECT AND ENGINEER OF RECORD IF ANY UTILITIES ARE UNCOVERED

DURING THE DEMOLITION PHASE THAT ARE NOT INDENTIFIED IN DOCUMENTS PROVIDED.

11. PROVIDE TEMPORARY WEATHER PROTECTION FOR DURATION OF INSTALLATION OF

NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE

OCCURS TO THE STRUCTURE OR AT INTERIOR AREAS OF THE EXISTING BUILDING.

REMOVE TEMPORARY WEATHER PROTECTION AT COMPLETION OF WORK.

12. THIS DRAWING IS ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR TO

UNDERSTAND THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS'

RESPONSIBILITY TO VISIT THE JOBSITE AND FAMILIARIZE THEMSELVES WITH THE

EXISTING CONDITIONS.

13. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND

FLOATED LEVEL WITH SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH.

WHERE NO ADDED FINISH MATERIAL IS SCHEDULED OR NOTED FOR THE SLAB, FINISH

SHALL BE TO MATCH EXISTING ADJACENT CONCRETE FINISH.

14. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT

ALL TIMES.

15. REFER TO ELECTRICAL DOCUMENTS FOR ELECTRICAL RELATED DEMOLITION

SCOPE.

16. REFER TO PLUMBING DOCUMENTS FOR PLUMBING RELATED DEMOLITION SCOPE.

17. REFER TO MECHANICAL DOCUMENTS FOR MECHANICAL RELATED DEMOLITION

SCOPE.

18. REFER TO CIVIL DOCUMENTS FOR SITE RELATED DEMOLITION SCOPE, INCLUDING

SITE UTILITIES.

19. AREAS AND OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" , "NOT IN CONTRACT" ,

AND/OR "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING

FROM DEMOLITION ACTIVITIES WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS

ORIGINAL STATE.

20. PROTECT EXISTING FIREPROOFING AND FIRE ASSEMBLIES AT LOCATIONS TO

REMAIN. DAMAGE DURING DEMOLITION ACTIVITIES SHALL BE REPAIRED TO CONFORM

TO ORIGINAL FIRE PROTECTION REQUIREMENTS, LABELS AND RATINGS.

21. DURING CONSTRUCTION AND RENOVATION ACTIVITES WITHIN THE BUILDING

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION ZONE WHILE MAINTAINING

POSITIVE PRESSURE IN THE NON-CONSTRUCTION ZONE.

22. CONTRACTOR SHALL MAINTAIN NEGATIVE PRESSURE DIRECTLY TO THE OUTSIDE.

DURING DEMOLITION AND NEW CONSTRUCTION ACTIVITIES TO MINIMIZE THE CHANCE

FOR AIR POLLUTION AND THE SPREAD OF MOLD ASPERGILLUS INTO THE HOSPITAL

VENTILATION SYSTEMS, AIR MONITORING IS REQUIRED AS INDICATED IN THE GENERAL

REQUIREMENTS AND CONSTRUCTION DOCUMENTS. ALL EXISTING RETURN AND SUPPLY

DUCTWORK IN THESE AREAS SHALL BE SECURELY CAPPED WITH SHEET METAL DURING

ALL CONSTRUCTION ACTIVITIES. THIS REQUIREMENT APPLIES TO ALL WORK AREAS.

23. COORDINATE WITH THE VA RESIDENT ENGINEER DEMOLITION WORK CAUSING

VIBRATION AND/OR NOISE DISRUPTIVE TO THE HOSPITAL FUNCTIONS AS DEEMED SUCH

BY THE VA CONTRACTING OFFICER AND/OR VA RESIDENT ENGINEER SHALL BE

SCHEDULED AFTER HOURS.

24. THE FACILITY SHALL BE KEPT WEATHER TIGHT REGARDLESS OF WEATHER

CONDITIONS. REVIEW DAILY THE STATUS OF WEATHER TIGHT CONDITIONS AND TAKE

ACTIONS NECESSARY TO MAINTAIN CONTINUOUS WEATHER TIGHT CONDITIONS

TWENTY-FOUR HOURS A DAY FOR DURATION OF THE PROJECT.

25. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RE-SLOPE

ROOF TO NEW DRAIN LOCATIONS.

26. REMOVE EXISTING CEILING AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS

ARE INDICATED, UNLESS OTHERWISE NOTED.

27. REMOVE EXISTING FINISHES AS REQUIRED PER FINISH MANUFACT- URER'S

PRINTED INSTRUCTIONS TO ACCOMMODATE INSTALLATION OF NEW FINISHES. SEE

FINISH SCHEDULE FOR NEW FINISHES.

28. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN SAFETY AND INFECTION

CONTROL REQUIREMENTS AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

29. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN "CLASS III REQUIREMENTS" FOR

SEPARATION BETWEEN ALL CONSTRUCTION AREAS AND THE EXISTING FACILITY

(BUILDING 74 - ACUTE SCI) THROUGHOUT ALL CONSTRUCTION ACTIVITIES AND

THROUGHOUT ALL CONSTRUCTION PHASES AS PER SPECIFICATION SECTION 01 35 26

SAFETY REQUIREMENTS.

30. AT DOOR OPENINGS WITHIN TEMPORARY CONSTRUCTION PARTITIONS, INSTALL

CLASS C, 45 MINUTE FIRE/SMOKE RATED DOORS WITH SELF-CLOSING DEVICES.

31. CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER

GUAGE, WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

DOCK

UNIT

SUB

STATION

EMERGANCY

GENERATOR

STORAGE

ELECTRIC

PUMP

ROOM

CRAWL

SPACE

STROAGE

WHEELCHAIR

CLINIC

WORKROOM

STORAGE

ROOM

ROOM

STAIR

ROOM

ELEVATOR

CORRIDOR

CORRIDOR

x10.5 x10.5 x10 x10 x9.3 x9.3 x9 x9 x29 x29 x28.1 x28.1 x28 x28 x11.1 x11.1 xK xK

J.11

J.11 xJ.5 xJ.5 xJ xJ xH xH xG xG xF.4 xF.4 x27 x27 xLL xLL xLL.8 xLL.8

EXISTING COLUMN

AND BOLLARDS

TO REMAIN

EXISTING

COLUMN AND

BOLLARDS

TO REMAIN

REMOVE MECHANICAL LOUVER

AND EXHAUST FANS .

REFER TO MECHANICAL DWGS

REMOVE DOOR AND

FRAME FOR NEW WORK.

PATCH WALL

TO MATCH WITH EXISTING

WALL AND FINISHES

REFER TO STRUCTURAL DWGS FOR

STRUCTURAL COLUMNS AND

FLOOR SLAB DEMOLITION

AT THIS AREA

REFER TO STRUCTURAL

FOR STRUCTURAL WALL,

COLUMNS AND FLOOR SLAB

DEMOLITION AT THIS AREA

REMOVE EXISTING STEEL

STAIR AND HANDRAIL

EXISTING TO REMAIN

REMOVE EXISTING COLUMN

REFER TO STRUCTURAL

REMOVE EXISTING WALL

SAWCUT EDGE-

REMOVE EXISTING SLAB

PER STRUCTURAL

SAWCUT EDGE -REMOVE EXISTING EXISTING TO REMAIN

REMOVE EXISTING COLUMN

REFER TO STRUCTURAL

REMOVE EXISTING COLUMN

REFER TO STRUCTURAL

EXISTING COLUMN TO REMAIN

EXISTING COLUMN TO REMAIN

EXISTING COLUMN TO REMAIN

EXISTING COLUMN TO REMAIN

FIELD VERIFY EXISTING PLUMBING, MECHANICAL,

ELECTRICAL AND ETC IN THIS AREA OF EXISTING

CRAWL SPACE TO BE REMOVED, REPLACED,

REROUTED AND/OR MODIFIED FOR REPRUPOSING OF

SPACE FOR THIS PROJECT. MODIFY CRAWL SPACE

GRADING AS NEEDED FOR NEW RAMPS, STAIRS AND

FLOORING CONFIGURATION.

REMOVE EXISTING TRENCH -

REFER CIVIL AND PLUMBING DWGS

REMOVE CONCRETE RETAINING WALL-

REFER CIVIL DWGS

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

xL xL

RECONNECT PERIMETER DRAIN TO NEW

SYSTEM

RELOCATE EXISTING OVERFLOW ROOF DRAIN DISCHARGE

REMOVE AREA DRAINS IN DEMO AREA

AND RECONNECT EXISTING SYSTEM

TO MAINTAIN FULL FUNCTION

MAINTAIN CLEARANCE OF ALL GENERATOR

LOUVERS AND EXHAUST FOR FULL

OPERATION

PROTECT EXISTING WALL AND RETAINING WALL SYSTEM

EXISTING TRENCH DRAIN TO BE DEMOLISHED

REF CIVIL FOR

CURB AND PAVING

REMOVAL

REMOVE EXISTING

CMU WALL UP TO

DOOR JAMB STRIKE

SIDE

1"

12' - 4 1/4"

REMOVE STORAGE CONTAINER

COORDINATE WITH OWNER FOR

RELOCATION.

EXISTING TRENCH DRAIN

TO REMAIN

TIE INTO NEW DRAIN SYSTEM

B1

74-AD-201

F3

74-AD-201

F6

74-AD-201

F1

74-AD-201

74-AD-201

D1

REMOVE PORTION OF

EXISTING PT SYSTEM WITHIN

CRAWL SPACE FOR

CONNECTION AND TRANSITION

WITH NEW BUILDING 83 PT

SYSTEM. SCHEDULE WORK TO

MINIMIZE DOWNTIME TO

EXISTING PT SYSTEM. (REFER

SPECIFICATIOJ 14 92 00.

REFER DRAWING 83-AC-1B1g.)

COORDINATE FINAL SYSTEM IN

BUILDING 74 FROM CRAWL

SPACE THROUGH BUILDING

CEILING WITH EXISTING

CONDITIONS FOR PT

CONNECTION TO BUILDING 83

(RESTORE EXISTING FINISHES

AND PATCH TO MATCH

EXISTING FINISH AS

REQUIRED.)

REFER TO STRUCTURAL DRAWINGS IN THIS AREA

FOR REINFOREMENT OF EXISTING GIRDERS

(ABOVE) AT UNDERSIDE OF SLAB AT LEVEL 1

REFER TO STRUCTURAL DRAWINGS IN

THIS AREA FOR REINFOREMENT OF

EXISTING GIRDERS (ABOVE) AT

UNDERSIDE OF SLAB AT LEVEL 1

PROVIDE SURVEY TO VERIFY EXISTING GRADE

ELEVATION FOR FLOOR SURFACE AT THESE SPOT

LOCATIONS AT EXISTING BASEMENT CORRIDOR AND

DOCK BEFORE ANY WORK PROCEEDS. NOTIFY RESIDENT

ENGINEER, ARCHITECT, AND EOR OF SURVEY RESULTS. PROVIDE ONE HOUR FIRE RATED CONSTRUCTION

BARRIER FROM FLOOR SLAB TO UNDERSIDE OF

CORRIDOR CEILING. AT DOOR LOCATIONS

PROVIDE 45 MINUTE RATED DOOR AND

HARDWARE. REFER DEMOLITION RCP FOR

ADDITIONAL INFORMATION.

PROVIDE SIGN ON THIS SIDE OF RATED

DOOR INDICATING "EXIT"

PROVIDE SIGN ON THIS SIDE OF RATED

DOOR INDICATING "NOT AN EXIT -

AUTHORIZED PERSONNEL ONLY"

PROVIDE ONE HOUR FIRE RATED

CONSTRUCTION BARRIER FROM FLOOR

SLAB TO UNDERSIDE OF CORRIDOR

CEILING. AT DOOR LOCATIONSPROVIDE 45

MINUTE RATED DOOR AND HARDWARE.

REFER DEMOLITION RCP FOR ADDITIONAL

INFORMATION.

PROVIDE SIGN ON THIS

SIDE OF RATED DOOR

INDICATING "EXIT"

PROVIDE SIGN ON THIS SIDE OF

RATED DOOR INDICATING "NOT AN

EXIT - AUTHORIZED PERSONNEL ONLY"

PROVIDE ONE HOUR FIRE RATED

CONSTRUCTION BARRIER FROM FLOOR

SLAB TO UNDERSIDE OF CONCRETE DECK

ABOVE. AT DOOR LOCATIONS PROVIDE 45

MINUTE RATED DOOR AND HARDWARE.

REFER DEMOLTION RCP FOR ADDITIONAL

INFORMATION.

PROVIDE SIGN ON THIS SIDE OF RATED

DOOR INDICATING "CONSTRUCTION

ZONE - DO NOT ENTER - AUTHORIZED

PERSONNEL ONLY"

REMOVE EXISTING

SIGN AND SAVE FOR

RE-INSTALLATION

CONSTRUCTION

SEPARATION(CONTRACTOR TO

COORDINATE WITH CENTER

AREA OF DEMOLITION

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION

TO REMAIN

D A

T E

S

A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN

FULLY SPRINKLERED

(NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A -S

C I_

In te ri o r-

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T R A L tb o n d .r v t

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:2

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W:\309070b3A-SCI_Interior-2018-CENTRAL_tbond4749.rvt

74-AD-1B1g

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - DEMOLITION FLOOR PLAN - BUILDING

74 - LEVEL B1 - AREA G

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE B

SCALE: 1/8" = 1'-0"F6 DEMOLITION FLOOR PLAN - BUILDING 74 - LEVEL B1 - AREA G

0' 16'4' 8' 32'

NORTH

PLAN

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

I II

05/06/21

GRATE INLET

D G E

O F

O V E R H A N G

F H

MEN'S

1A-113

WOMEN'S

1A-115

Q.A.

OFFICE

1A-100A

DISPENSING

1A-100B

CONSULT

1A-100C

PHARMACY

1A-100

VAULT

1A-100F

OFFICE

1A-100E

STORAGE

1A-142A

STORAGE

1A-100H

I.V.A.D.

1A-100G

H.V.C.

1A-140

OFFICE

1B-106

OFFICE

1B-106A

CONFERENCE

RM.

1B-106B

DARK

RM.

1D-120B

LIGHT

RM.

1D-120A

DARK

RM.

1D-120

B

SCRUB

RM.

C1-13A

CHEF,

GU

1D-119

BEDROOM

1C-100

BATH

RM.

1C-104A

BATH

RM.

1C-100A

BEDROOM/

1C-104

BEDROOM/

1C-108

MALE

TOILET

1B-101

HYDRO

THERAPY

1B-204

VISITOR

WAITING

1B-220

EQUIP.

STORAGE

1B-224A

C. LINEN

1C-101

C.

UTILITY

1C-103

ELECTRICAL

1C-123

H.A.C.

1C-171

EQUIP.

STORAGE

1C-173

NOUR.

1C-127 EQUIP.

STORAGE

1C-125

VESTIBULE

1A-102B

WAITING

PVA

OFFICE

SECRETARY

1A-102

PVA

OFFICE

SERVICE

OFFICER

1A-102A

CONFERENCE

ROOM

1A-101

OUTPATIENT

COORD

1A-103

LIVING/DINING

1D-142

HALLWAY

1D-142G

UTILITY

ROOM

1D-142B

BATH

RM.

1D-142E

PHSY

EXAM

1D-140

CLOSET

1D-142F

CLOSET

1D-142D

BEDROOM

1D-142C

EXAM/TREAT

1D-134

EXAM/TREAT

1D-138

NURSE

STATION

C1-105A

KITCHEN

1D-142A

HAC

1D-136EXAM/TREAT

1D-133

EXAM/TREAT

1D-127

DRESSING

RM.

1D-117

TOILET

1D-107

S.

UTILITY

1D-105

PHSY

EXAM

1D-125 NEURO

EXAM

1D-191

OFFICE

1D-100

CLEAN

UTILITY

1D-103

FEMALE

TOILET

1B103

PHYSICAL

THERAPY

1B-208

CLEAN

UTILITY

1B-208D

SOILED

UTILITY

1B-108C

TOILET

1B-108B

STAIR

ELECTRICAL

1B-100

OCCUPATIONAL

THERAPY

1B-224

RECEPTION

1A-142

OFFICE

1A-142E

OFFICE

1A-142D

OFFICE

1A-142C

OFFICE

1A-142B

PSYCHOLOGY

INTERN

1B-102

STAFF

PHYSICIAN

1B-104

SOCIAL

WORK

1B-108

SOICAL

WORK

1B-110

PSYCHOLOGIST

1B-114

TELEPHONE

1B-116

MEDICATION

1C-133

S.

UTILITY

1C-167

TOILET

1C-129A CHASE

ROOM

1B-139

NURSE

STATION

SHOWER ROOM

1C-139

TUB RM

1C-139B

FEC

x10.5 x10.5 x10 x10 x9.3 x9.3 x9 x9 x29 x29 x28.1 x28.1 x28 x28 x11.1 x11.1 xK xK

J.11

J.11 xJ.5 xJ.5 xJ xJ xH xH xG xG xF.4 x27 x27 xLL xLL xLL.8 xLL.8

REMOVE CONCRETE RETAINING WALL-

REFER CIVIL DWGS

REFER TO STRUCTURAL DWGS FOR

STRUCTURAL COLUMNS AND

FLOOR SLAB DEMOLITION

AT THIS AREA

REFER TO STRUCTURAL DWGS

FOR STRUCTURAL

COLUMNS AND FLOOR SLAB

DEMOLITION AT THIS AREA

REMOVE WALLS, DOORS, CEILINGS,

MECHANICAL DIFFUSERS, DUCTWORK

CASEWORK, ELECTRICAL AND

PLUMBING FIXTURES, ROOF DRAINS,

PIPES, EQUIPMENTS, ETC. AND

PREPARE FOR NEW WORK

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

REMOVE ALL CANOPY COLUMNS

REMOVE CANOPY STRUCTURE ABOVE

REMOVE EXISTING WALLS, TYP.

REMOVE EXISTING DOORS AND FRAMES, TYP.

REMOVE PLUMBING FIXTURE, REFER TO PLUMBING DWGS, TYP.

xL xL

REFER TO STRUCTURAL

DWGS FOR ADDITIONAL

NEW KNEE BRACES ABOVE CEILING.

PROTECT EXISTING WALL AND RETAINING WALL SYSTEM

RELOCATE EXISTING OVERFLOW ROOF DRAIN DISCHARGE

REFER CIVIL DRAWINGS FOR DEMO THIS AREA

CONSTRUCT TEMPORARY 1 HOUR WALL

DURING DEMOLITION AND

CONSTRUCTION. - MAINTAIN 5'-0" CLEAR

PROVIDE ONE HOUR FIRE RATED

CONSTRUCTION BARRIER FROM FLOOR

SLAB TO UNDERSIDE OF CONCRETE

DECK ABOVE. AT DOOR LOCATIONS

PROVIDE 45 MINUTE RATED DOOR AND

HARDWARE.

2' - 0"

TEMPORARY EXIT

74-AD-201

D1

F3

74-AD-301

F6

74-AD-301

PROVIDE SURVEY TO VERIFY EXISTING GRADE

ELEVATION FOR FLOOR SURFACE AT THESE SPOT

LOCATIONS AT EXISTING BASEMENT CORRIDOR AND

DOCK BEFORE ANY WORK PROCEEDS. NOTIFY RESIDENT

ENGINEER, ARCHITECT, AND EOR OF SURVEY RESULTS.

PROVIDE SURVEY TO VERIFY EXISTING GRADE

ELEVATION FOR FLOOR SURFACE AT THESE SPOT

LOCATIONS AT LEVEL 01 BEFORE ANY WORK PROCEEDS.

NOTIFY RESIDENT ENGINEER, ARCHITECT, AND EOR OF

SURVEY RESULTS.

PROVIDE SURVEY TO VERIFY EXISTING GRADE

ELEVATION FOR FLOOR SURFACE AT THESE SPOT

LOCATIONS AT EXISTING LEVEL 01 BEFORE ANY WORK

PROCEEDS. NOTIFY RESIDENT ENGINEER, ARCHITECT,

AND EOR OF SURVEY RESULTS.

MIN CLR

5' - 0"

PROVIDE ONE HOUR FIRE RATED

CONSTRUCTION BARRIER FROM FLOOR SLAB

TO UNDERSIDE OF CONCRETE DECK ABOVE.

AT DOOR LOCATIONS PROVIDE 45 MINUTE

RATED DOOR AND HARDWARE.

PROVIDE SIGN ON THIS SIDE

OF RATED DOOR INDICATING

"EMERGENCY EXIT ONLY"

PROVIDE SIGN ON THIS SIDE OF RATED

DOOR INDICATING "CONSTRUCTION

ZONE - DO NOT ENTER - AUTHORIZED

PERSONNEL ONLY"

GENERAL DEMOLITION PLAN NOTES

1. GENERAL CONTRACTOR REQUIRED TO COORDINATE ALL DEMOLITION PROVISIONS

WITH THE INFORMATION PROVIDED BY ALL DISCIPLINES IN THIS SET OF CONTRACT

DOCUMENTS.

2. GENERAL CONTRACTOR REQUIRED TO COORDINATE DEMOLITION ACTIVITES FOR ALL

TRADES. GENERAL CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING ELEMENTS

AND EQUIPMENT TO CONTINUE IN SERVICE. CONSULT "GENERAL REQUIREMENTS" AND

"SOLICITATION" FOR ADDITIONAL INFORMATION REGARDING SUCH PROTECTION AND

MAINTENANCE, AND FOR SYSTEM SHUTDOWN SCHEDULING AND ETC. COORDINATE ALL

SUCH ACTIVITIES WITH VA RESIDENT ENGINEER.

3. THE MAJOR PORTION OF THE EXISTING BUILDING WILL REMAIN ACTIVE DURING ALL

CONSTRUCTION AND DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE

ALL SYSTEM SHUT DOWNS WITH THE VA RESIDENT ENGINEER. THE CONTRACTOR SHALL

ALSO COORDINATE WITH THE VA RESIDENT ENGINEER FOR SCHEDULE, DURATION, AND

AREAS AFFECTED, AND SHALL RECEIVE VA APPROVAL PRIOR TO SHUT DOWN

COMMENCEMENT AND AS PER VA GENERAL REQUIREMENTS.

4. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL STRUCTURES,

IMPROVEMENTS AND UTILITIES ON OR ADJACENT TO THE WORK SITE WHICH ARE NOT

INDICATED OR IMPLIED WITHIN THE SCOPE OF THE DOCUMENTS TO BE REMOVED

AND/OR THEIR SERVICE DISCONTINUED.

5. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING

FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE, UNLESS

NOTED OTHERWISE.

6. CONTRACTOR SHALL EXERCISE REASONABLE CARE AS EXCAVATION PROCEEDS TO

MINIMIZE AND LIMIT DAMAGE TO ANY EXISTING CONDUIT, PIPING AND UNDERGROUND

APPURTENANCES THAT MAY BE ENCOUNTERED.

7. NOTIFY RESIDENT ENGINEER AND ARCHITECT OF UNEXPECTED SUBSURFACE

CONDITIONS.

8. THE VA RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM

ITEMS NO LONGER NEEDED WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY

NOTED FOR REMOVAL, RELOCATION, OR RETURN TO THE VA. ALL OTHER MATERIALS TO

BE REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE VA

REQUIREMEMTS, APPLICABLE CODES AND LOCAL ORDINANCES. COORDINATE ALL SUCH

CLAIMED ITEMS AND THEIR DISPOSITION WITH VA RESIDENT ENGINEER.

9. BEFORE WORK PROCEEDS IN A PARTICULAR AREA, CONTRACTOR SHALL REVIEW

FIELD CONDITIONS AND CRITICAL DIMENSIONS WITHIN SUCH WORK AREA AND NOTIFY

VA RESIDENT ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN

CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS.

10. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND

PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE

RELEVANT DOCUMENTS FROM ALL DISCIPLINES AND TO NOTIFY VA RESIDENT

ENGINEER, ARCHITECT AND ENGINEER OF RECORD IF ANY UTILITIES ARE UNCOVERED

DURING THE DEMOLITION PHASE THAT ARE NOT INDENTIFIED IN DOCUMENTS PROVIDED.

11. PROVIDE TEMPORARY WEATHER PROTECTION FOR DURATION OF INSTALLATION OF

NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE

OCCURS TO THE STRUCTURE OR AT INTERIOR AREAS OF THE EXISTING BUILDING.

REMOVE TEMPORARY WEATHER PROTECTION AT COMPLETION OF WORK.

12. THIS DRAWING IS ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR TO

UNDERSTAND THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS'

RESPONSIBILITY TO VISIT THE JOBSITE AND FAMILIARIZE THEMSELVES WITH THE

EXISTING CONDITIONS.

13. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND

FLOATED LEVEL WITH SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH.

WHERE NO ADDED FINISH MATERIAL IS SCHEDULED OR NOTED FOR THE SLAB, FINISH

SHALL BE TO MATCH EXISTING ADJACENT CONCRETE FINISH.

14. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT

ALL TIMES.

15. REFER TO ELECTRICAL DOCUMENTS FOR ELECTRICAL RELATED DEMOLITION

SCOPE.

16. REFER TO PLUMBING DOCUMENTS FOR PLUMBING RELATED DEMOLITION SCOPE.

17. REFER TO MECHANICAL DOCUMENTS FOR MECHANICAL RELATED DEMOLITION

SCOPE.

18. REFER TO CIVIL DOCUMENTS FOR SITE RELATED DEMOLITION SCOPE, INCLUDING

SITE UTILITIES.

19. AREAS AND OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" , "NOT IN CONTRACT" ,

AND/OR "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING

FROM DEMOLITION ACTIVITIES WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS

ORIGINAL STATE.

20. PROTECT EXISTING FIREPROOFING AND FIRE ASSEMBLIES AT LOCATIONS TO

REMAIN. DAMAGE DURING DEMOLITION ACTIVITIES SHALL BE REPAIRED TO CONFORM

TO ORIGINAL FIRE PROTECTION REQUIREMENTS, LABELS AND RATINGS.

21. DURING CONSTRUCTION AND RENOVATION ACTIVITES WITHIN THE BUILDING

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION ZONE WHILE MAINTAINING

POSITIVE PRESSURE IN THE NON-CONSTRUCTION ZONE.

22. CONTRACTOR SHALL MAINTAIN NEGATIVE PRESSURE DIRECTLY TO THE OUTSIDE.

DURING DEMOLITION AND NEW CONSTRUCTION ACTIVITIES TO MINIMIZE THE CHANCE

FOR AIR POLLUTION AND THE SPREAD OF MOLD ASPERGILLUS INTO THE HOSPITAL

VENTILATION SYSTEMS, AIR MONITORING IS REQUIRED AS INDICATED IN THE GENERAL

REQUIREMENTS AND CONSTRUCTION DOCUMENTS. ALL EXISTING RETURN AND SUPPLY

DUCTWORK IN THESE AREAS SHALL BE SECURELY CAPPED WITH SHEET METAL DURING

ALL CONSTRUCTION ACTIVITIES. THIS REQUIREMENT APPLIES TO ALL WORK AREAS.

23. COORDINATE WITH THE VA RESIDENT ENGINEER DEMOLITION WORK CAUSING

VIBRATION AND/OR NOISE DISRUPTIVE TO THE HOSPITAL FUNCTIONS AS DEEMED SUCH

BY THE VA CONTRACTING OFFICER AND/OR VA RESIDENT ENGINEER SHALL BE

SCHEDULED AFTER HOURS.

24. THE FACILITY SHALL BE KEPT WEATHER TIGHT REGARDLESS OF WEATHER

CONDITIONS. REVIEW DAILY THE STATUS OF WEATHER TIGHT CONDITIONS AND TAKE

ACTIONS NECESSARY TO MAINTAIN CONTINUOUS WEATHER TIGHT CONDITIONS

TWENTY-FOUR HOURS A DAY FOR DURATION OF THE PROJECT.

25. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RE-SLOPE

ROOF TO NEW DRAIN LOCATIONS.

26. REMOVE EXISTING CEILING AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS

ARE INDICATED, UNLESS OTHERWISE NOTED.

27. REMOVE EXISTING FINISHES AS REQUIRED PER FINISH MANUFACT- URER'S

PRINTED INSTRUCTIONS TO ACCOMMODATE INSTALLATION OF NEW FINISHES. SEE

FINISH SCHEDULE FOR NEW FINISHES.

28. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN SAFETY AND INFECTION

CONTROL REQUIREMENTS AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

29. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN "CLASS III REQUIREMENTS" FOR

SEPARATION BETWEEN ALL CONSTRUCTION AREAS AND THE EXISTING FACILITY

(BUILDING 74 - ACUTE SCI) THROUGHOUT ALL CONSTRUCTION ACTIVITIES AND

THROUGHOUT ALL CONSTRUCTION PHASES AS PER SPECIFICATION SECTION 01 35 26

SAFETY REQUIREMENTS.

30. AT DOOR OPENINGS WITHIN TEMPORARY CONSTRUCTION PARTITIONS, INSTALL

CLASS C, 45 MINUTE FIRE/SMOKE RATED DOORS WITH SELF-CLOSING DEVICES.

31. CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER

GUAGE, WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

CONSTRUCTION

SEPARATION(CONTRACTOR TO

COORDINATE WITH CENTER

AREA OF DEMOLITION

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION

TO REMAIN

D A

A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN

FULLY SPRINKLERED

(NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A -S

C I_

In te ri o r-

-C

E N

T R A L tb o n d .r v t

/2

/2

:2

:2

P

M

W:\309070b3A-SCI_Interior-2018-CENTRAL_tbond4749.rvt

74-AD-101g

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - DEMOLITION FLOOR PLAN - BUILDING

74 - LEVEL 1 - AREA G

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE B

SCALE: 1/8" = 1'-0"F6 DEMOLITION FLOOR PLAN - BUILDING 74 - LEVEL 1 - AREA G

0' 16'4' 8' 32'

NORTH

PLAN

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N x10.5 x10.5 x10 x10 x9.3 x9.3 x9 x9 x29 x29 x28.1 x28.1 x28 x28 x11.1 x11.1 xK xK

J.11

J.11 xJ.5 xJ.5 xJ xJ xH xH xG xG xF.4 xF.4 x25 x25 x26 x26 x27 x27 xLL xLL.8

DEMOLISH THIS PORTION OF

BUILDING 74 REF STRUCT FOR EXTENT

DEMOLISH THIS PORTION

OF BUILDING 74

REMOVE EXISTING PORTION OF

BUILT-UP ROOFING MATERIALS AND

PREPARE FOR NEW WORK- NEW

ROOF SLOPE AND NEW ROOF DRAIN

LOCATIONS..

REMOVE EXISTING PORTION OF

BUILT-UP ROOFING MATERIALS AND

PREPARE FOR NEW WORK- NEW

ROOF SLOPE AND NEW ROOF DRAIN

LOCATIONS.

EXISTING ROOF DRAINS TO REMAIN.

EXISTING

MECHANICAL ROOM

BLDG 74

EXISTING ROOF -

BLDG 74

RELOCATE EXISTING ROOF DRAINS.

PREPARE SERVICES FOR RELOCATION,

REFER TO SHEET 83-A-102f-DX

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

REMOVE CANOPY

EXISTING ROOF DRAINS TO

REMAIN.

PREPARE SERVICES ADJACENT TO

ROOF DRAINS - PATCH AND REPAIR

AS REQUIRED. REFER TO SHEET

83-A-102f-DX

RELOCATE EXISTING ROOF DRAINS.

PREPARE SERVICES FOR RELOCATION,

REFER TO SHEET 83-A-102f-DX

RELOCATE EXISTING ROOF DRAINS.

PREPARE SERVICES FOR RELOCATION,

REFER TO SHEET 83-A-102f-DX

EXISTING EXHAUST FAN TO REMAIN.

PREPARE FOR NEW WORK AND INSTALL NEW FLASHING AS REQUIRED

EXISTING ROOF -

BLDG 74

EXISTING VENT TO REMAIN.

PREPARE FOR NEW WORK AND

INSTALL NEW FLASHING AS REQUIRED

EXISTING ROOF CURB TO REMAIN

EXISTING ROOF PARAPET TO REMAIN

EXISTING CONTROL JOINT -

ROOF CURB TO REMAIN

EXISTING GRAVITY HOOD ;

REFER TO MECHANICAL DWGS

EXISTING ROOF DRAINS TO REMAIN

PREPARE SERVICES ADJACENT TO ROOF DRAINS-

PATCH AND REPAIR AS REQUIRED

REFER TO SHEET 83-A-102f-DX

EXISTING ROOF PARAPET TO REMAIN

xL xL

REMOVE SECURITY CAMERA

(REFER TO CAMERA NOTE - BELOW)

74-AD-201

D3

EXISTING POOL BELOW

BLDG 74

74-AD-201

B3

EXISTING ROOF DRAINS.

NOTE: GC TO DISCONNECT AND REMOVE ALL EXISTING ROOF AREA AND EXTERIOR

BUILDING MOUNTED SECURITY CAMERAS IMPACTED BY CONSTRUCTION /

DEMOLITION WORK WITHIN THE SCOPE OF BUILDING DEMOLITION AREA AND/OR

WITHIN PORTIONS OF EXISTING ROOF AREAS TO BE RENOVATED. COORDINATE

SUCH ACTIVITIES WITH VA RESIDENT ENGINEER AND VA LOCAL STATION POLICE

SERVICES, INCLUDING WHETHER OR NOT ANY SUCH SECURITY CAMERAS ARE TO BE

REINSTALLED IN THESE AREAS. IF REQUESTED, GC TO REINSTALL UP TO ONE SUCH

EXISTING CAMERA AS PER VA RESIDENT ENGINEER DETERMINATION AND

PLACEMENT. ALL SUCH IMPACTED EXISTING CAMERAS THAT WILL NOT BE

REINSTALLED WILL BE TURNED OVER TO THE VA RESIDENT ENGINEER.

GENERAL DEMOLITION PLAN NOTES

1. GENERAL CONTRACTOR REQUIRED TO COORDINATE ALL DEMOLITION PROVISIONS

WITH THE INFORMATION PROVIDED BY ALL DISCIPLINES IN THIS SET OF CONTRACT

DOCUMENTS.

2. GENERAL CONTRACTOR REQUIRED TO COORDINATE DEMOLITION ACTIVITES FOR ALL

TRADES. GENERAL CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING ELEMENTS

AND EQUIPMENT TO CONTINUE IN SERVICE. CONSULT "GENERAL REQUIREMENTS" AND

"SOLICITATION" FOR ADDITIONAL INFORMATION REGARDING SUCH PROTECTION AND

MAINTENANCE, AND FOR SYSTEM SHUTDOWN SCHEDULING AND ETC. COORDINATE ALL

SUCH ACTIVITIES WITH VA RESIDENT ENGINEER.

3. THE MAJOR PORTION OF THE EXISTING BUILDING WILL REMAIN ACTIVE DURING ALL

CONSTRUCTION AND DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE

ALL SYSTEM SHUT DOWNS WITH THE VA RESIDENT ENGINEER. THE CONTRACTOR SHALL

ALSO COORDINATE WITH THE VA RESIDENT ENGINEER FOR SCHEDULE, DURATION, AND

AREAS AFFECTED, AND SHALL RECEIVE VA APPROVAL PRIOR TO SHUT DOWN

COMMENCEMENT AND AS PER VA GENERAL REQUIREMENTS.

4. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL STRUCTURES,

IMPROVEMENTS AND UTILITIES ON OR ADJACENT TO THE WORK SITE WHICH ARE NOT

INDICATED OR IMPLIED WITHIN THE SCOPE OF THE DOCUMENTS TO BE REMOVED

AND/OR THEIR SERVICE DISCONTINUED.

5. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING

FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE, UNLESS

NOTED OTHERWISE.

6. CONTRACTOR SHALL EXERCISE REASONABLE CARE AS EXCAVATION PROCEEDS TO

MINIMIZE AND LIMIT DAMAGE TO ANY EXISTING CONDUIT, PIPING AND UNDERGROUND

APPURTENANCES THAT MAY BE ENCOUNTERED.

7. NOTIFY RESIDENT ENGINEER AND ARCHITECT OF UNEXPECTED SUBSURFACE

CONDITIONS.

8. THE VA RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM

ITEMS NO LONGER NEEDED WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY

NOTED FOR REMOVAL, RELOCATION, OR RETURN TO THE VA. ALL OTHER MATERIALS TO

BE REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE VA

REQUIREMEMTS, APPLICABLE CODES AND LOCAL ORDINANCES. COORDINATE ALL SUCH

CLAIMED ITEMS AND THEIR DISPOSITION WITH VA RESIDENT ENGINEER.

9. BEFORE WORK PROCEEDS IN A PARTICULAR AREA, CONTRACTOR SHALL REVIEW

FIELD CONDITIONS AND CRITICAL DIMENSIONS WITHIN SUCH WORK AREA AND NOTIFY

VA RESIDENT ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN

CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS.

10. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND

PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE

RELEVANT DOCUMENTS FROM ALL DISCIPLINES AND TO NOTIFY VA RESIDENT

ENGINEER, ARCHITECT AND ENGINEER OF RECORD IF ANY UTILITIES ARE UNCOVERED

DURING THE DEMOLITION PHASE THAT ARE NOT INDENTIFIED IN DOCUMENTS PROVIDED.

11. PROVIDE TEMPORARY WEATHER PROTECTION FOR DURATION OF INSTALLATION OF

NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE

OCCURS TO THE STRUCTURE OR AT INTERIOR AREAS OF THE EXISTING BUILDING.

REMOVE TEMPORARY WEATHER PROTECTION AT COMPLETION OF WORK.

12. THIS DRAWING IS ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR TO

UNDERSTAND THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS'

RESPONSIBILITY TO VISIT THE JOBSITE AND FAMILIARIZE THEMSELVES WITH THE

EXISTING CONDITIONS.

13. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND

FLOATED LEVEL WITH SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH.

WHERE NO ADDED FINISH MATERIAL IS SCHEDULED OR NOTED FOR THE SLAB, FINISH

SHALL BE TO MATCH EXISTING ADJACENT CONCRETE FINISH.

14. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT

ALL TIMES.

15. REFER TO ELECTRICAL DOCUMENTS FOR ELECTRICAL RELATED DEMOLITION

SCOPE.

16. REFER TO PLUMBING DOCUMENTS FOR PLUMBING RELATED DEMOLITION SCOPE.

17. REFER TO MECHANICAL DOCUMENTS FOR MECHANICAL RELATED DEMOLITION

SCOPE.

18. REFER TO CIVIL DOCUMENTS FOR SITE RELATED DEMOLITION SCOPE, INCLUDING

SITE UTILITIES.

19. AREAS AND OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" , "NOT IN CONTRACT" ,

AND/OR "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING

FROM DEMOLITION ACTIVITIES WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS

ORIGINAL STATE.

20. PROTECT EXISTING FIREPROOFING AND FIRE ASSEMBLIES AT LOCATIONS TO

REMAIN. DAMAGE DURING DEMOLITION ACTIVITIES SHALL BE REPAIRED TO CONFORM

TO ORIGINAL FIRE PROTECTION REQUIREMENTS, LABELS AND RATINGS.

21. DURING CONSTRUCTION AND RENOVATION ACTIVITES WITHIN THE BUILDING

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION ZONE WHILE MAINTAINING

POSITIVE PRESSURE IN THE NON-CONSTRUCTION ZONE.

22. CONTRACTOR SHALL MAINTAIN NEGATIVE PRESSURE DIRECTLY TO THE OUTSIDE.

DURING DEMOLITION AND NEW CONSTRUCTION ACTIVITIES TO MINIMIZE THE CHANCE

FOR AIR POLLUTION AND THE SPREAD OF MOLD ASPERGILLUS INTO THE HOSPITAL

VENTILATION SYSTEMS, AIR MONITORING IS REQUIRED AS INDICATED IN THE GENERAL

REQUIREMENTS AND CONSTRUCTION DOCUMENTS. ALL EXISTING RETURN AND SUPPLY

DUCTWORK IN THESE AREAS SHALL BE SECURELY CAPPED WITH SHEET METAL DURING

ALL CONSTRUCTION ACTIVITIES. THIS REQUIREMENT APPLIES TO ALL WORK AREAS.

23. COORDINATE WITH THE VA RESIDENT ENGINEER DEMOLITION WORK CAUSING

VIBRATION AND/OR NOISE DISRUPTIVE TO THE HOSPITAL FUNCTIONS AS DEEMED SUCH

BY THE VA CONTRACTING OFFICER AND/OR VA RESIDENT ENGINEER SHALL BE

SCHEDULED AFTER HOURS.

24. THE FACILITY SHALL BE KEPT WEATHER TIGHT REGARDLESS OF WEATHER

CONDITIONS. REVIEW DAILY THE STATUS OF WEATHER TIGHT CONDITIONS AND TAKE

ACTIONS NECESSARY TO MAINTAIN CONTINUOUS WEATHER TIGHT CONDITIONS

TWENTY-FOUR HOURS A DAY FOR DURATION OF THE PROJECT.

25. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RE-SLOPE

ROOF TO NEW DRAIN LOCATIONS.

26. REMOVE EXISTING CEILING AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS

ARE INDICATED, UNLESS OTHERWISE NOTED.

27. REMOVE EXISTING FINISHES AS REQUIRED PER FINISH MANUFACT- URER'S

PRINTED INSTRUCTIONS TO ACCOMMODATE INSTALLATION OF NEW FINISHES. SEE

FINISH SCHEDULE FOR NEW FINISHES.

28. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN SAFETY AND INFECTION

CONTROL REQUIREMENTS AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

29. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN "CLASS III REQUIREMENTS" FOR

SEPARATION BETWEEN ALL CONSTRUCTION AREAS AND THE EXISTING FACILITY

(BUILDING 74 - ACUTE SCI) THROUGHOUT ALL CONSTRUCTION ACTIVITIES AND

THROUGHOUT ALL CONSTRUCTION PHASES AS PER SPECIFICATION SECTION 01 35 26

SAFETY REQUIREMENTS.

30. AT DOOR OPENINGS WITHIN TEMPORARY CONSTRUCTION PARTITIONS, INSTALL

CLASS C, 45 MINUTE FIRE/SMOKE RATED DOORS WITH SELF-CLOSING DEVICES.

31. CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER

GUAGE, WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

CONSTRUCTION

SEPARATION(CONTRACTOR TO

COORDINATE WITH CENTER

AREA OF DEMOLITION

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION

TO REMAIN

D A

A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN

FULLY SPRINKLERED

(NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W

V A

-L T S C

IF

-D \3 b A -S

C I_

In te ri o r-

-c si e rr a .r v t

/2

/2

:0

:4

A

M

W:\VA-LTSCIF-D\309070b3A-SCI_Interior-2018-csierra.rvt

74-AD-102g

CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - DEMOLITION FLOOR PLAN - BUILDING

74 - ROOF PLAN - AREA G

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE BBID PACKAGE BBID PACKAGE BBID PACKAGE B

SCALE: 1/8" = 1'-0"F6 DEMOLITION FLOOR PLAN - BUILDING 74 - ROOF PLAN - AREA G 0' 16'4' 8' 32'

NORTH

PLAN

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I

F

A

T T

AI

O N

D A

A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A -S

C I_

In te ri o r-

-C

E N

T R A L tb o n d .r v t

/2

/2

:3

:1

P

M

W:\309070b3A-SCI_Interior-2018-CENTRAL_tbond4749.rvt

74-AD-201

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - EXISTING ELEVATIONS - BUILDING 74

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE B

BF

C

D

G

A E

SCALE: 1" = 1'-0"F6 EXISTING ELEVATION - CRAWLSPACE NORTH

SCALE: 1" = 1'-0"F3 EXISTING ELEVATION - CRAWLSPACE SOUTH

SCALE: 1" = 1'-0"F1 EXISTING ELEVATION - DOCK CLOSEUP

SCALE: 1" = 1'-0"B1 EXISTING ELEVATION - DOCK CORRIDOR

SCALE: 1" = 1'-0"D1 EXISTING ELEVATION - DOCK

SCALE: 1" = 1'-0"D3 EXISTING ELEVATION - ROOF EAST

SCALE: 1" = 1'-0"B3 EXISTING ELEVATION - ROOF WEST

SCALE : N.T.S

SCALE : N.T.S

SCALE : N.T.S

SCALE : N.T.S

SCALE : N.T.S

SCALE : N.T.S

SCALE : N.T.S

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

LEVELB1

519' - 3"

LEVEL01

535' - 3" x11.1

CRAWL SPACE

2' - 0"

EXISTING BUILDING 74 TO BE REMOVED

REFER TO AD AND SD SHEETS

EXISTING BUILDING 74 TO REMAIN

PREPARE FOR NEW WORK

EXISTING BUILDING 74 TO BE REMOVEDEXISTING BUILDING 74 TO REMAIN

PREPARE FOR NEW WORK REFER TO AD AND SD SHEETS

2' - 0"

CORRIDOROFFICE

EXISTING ROOF STRUCTURE TO REMAIN;

REFER TO STRUCTURAL

REMOVE ROOF MEMBRANE FOR NEW WORK

RELOCATE EXISTING ROOF DRAINS

REMOVE EXISTING INTERIOR WALLS, DOORS,

CEILINGS, MECHANICAL DIFFUSERS, DUCTWORK,

CASEWORK, ELECTRICAL AND PLUMBING FIXTURES,

ROOF DRAINS, PIPES, EQUIPMENTS, ETC.;

PREPARE FOR NEW WORK

EXISTING FLOOR STRUCTURE TO REMAIN;

REFER TO STRUCTURAL

REMOVE ROOF STRUCTURE;

REFER TO STRUCTURAL

REFER TO MEP SHEETS

FOR ELECTRICAL, PLUMBING AND

MECHANICAL DEMOLITION AND NEW WORK

REFER TO AD AND SD SHEETS FOR DEMOLITION AT THIS AREA

REMOVE FLOOR STRUCTURE;

REFER TO STRUCTURAL

EXISTING RIGID INSULATION TO REMAIN

LEVELB1

519' - 3"

LEVEL01

535' - 3" x11.1

2' - 0"

2' - 0"

EXISTING BUILDING 74 TO BE REMOVED

REFER TO AD AND SD SHEETS

EXISTING BUILDING 74 TO BE REMOVED

REFER TO AD AND SD SHEETS

STORAGE

LOADING DOCK

WAITING

DISPENSING

1A-100B

REMOVE ROOF STRUCTURE;

REFER TO STRUCTURAL

REMOVE ROOF MEMBRANE FOR NEW WORK

RELOCATE EXISTING ROOF DRAINS

EXISTING ROOF STRUCTURE TO REMAIN;

REFER TO STRUCTURAL

REFER TO MEP SHEETS

FOR ELECTRICAL, PLUMBING AND

MECHANICAL DEMOLITION AND NEW WORK

REMOVE EXISTING INTERIOR WALLS, DOORS,

CEILINGS, MECHANICAL DIFFUSERS, DUCTWORK,

CASEWORK, ELECTRICAL AND PLUMBING FIXTURES,

ROOF DRAINS, PIPES, EQUIPMENTS, ETC.;

PREPARE FOR NEW WORKEXISTING FLOOR STRUCTURE TO REMAIN;

REFER TO STRUCTURAL

EXISTING CEILING TO REMAIN

EXISTING CONCRETE SLAB TO REMAIN;

REFER TO STRUCTURAL

EXISTING CONCRETE LOADING DOCK STRUCTURE

TO REMAIN; REFER TO STRUCTURAL REMOVE CONCRETE SLAB;

REFER TO STRUCTURAL

REMOVE CONCRETE LOADING DOCK STRUCTURE; REFER TO STRUCTURAL

REFER TO STRUCTURAL

REMOVE EXISTING STEEL STAIR AND HANDRAIL

REMOVE EXTERIOR WALL STRUCTURE; REFER TO STRUCTURAL

EXCAVATE FOR NEW WORK

REMOVE EXISTING CEILING AND WALL

EXISTING BUILDING 74 TO REMAIN

PREPARE FOR NEW WORK

EXISTING RIGID INSULATION TO REMAIN

D A

ST

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W

R e v it

L o ca l\ b A

-S C I_

In te ri o r-

-C

E N

T R A L c ry st a lm cm .r v t

/1

/2

:4 :5

P

M

W:\@RevitLocal\309070b3A-SCI_Interior-2018-CENTRAL_crystalmcm.rvt

74-AD-301

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - DEMOLITION WALL SECTIONS -

BUILDING 74

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE B

0' 8'2' 4' 16'

SCALE: 1/4" = 1'-0"F3 WALL SECTION - DEMOLITION BUILDING 74

SCALE: 1/4" = 1'-0"F6 WALL SECTION - DEMOLITION BUILDING 74

A T

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

CRAWL

SPACE

PUMP ROOM

ELECTRIC

STORAGE

UNIT SUB

STATION

STORAGE

EMERGANCY

GENERATOR

ROOM

ELEVATOR

ROOM

CORRIDOR

CORRIDOR

STROAGE

WORKROOM

WHEELCHAIR

CLINIC

ROOM

STAIR

x10.5 x10.5 x10 x10 x9.3 x9.3 x9 x9 x29 x29 x28.1 x28.1 x28 x28 x11.1 x11.1 xK

J.11 xJ.5 xJ xH xG xF.4 x27 x27 xLL xLL xLL.8 xLL.8

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

EXISTING BLDG 74

TO BE REMOVED

EXISTING BLDG 74

TO BE RENOVATED

REMOVE EXISTING

PLASTER CEILING

AND LIGHT FIXTURES

REMOVE EXISTING SUSPENDED

CEILING AND LIGHT FIXTURES

REFER TO MEP DWGS FOR

DEMOLITION WORK

AT THIS AREA

EXISTING CONCRETE STRUCTURE TO REMAIN

EXISTING EXPOSED CEILING

EXISTING EXPOSED CEILING

EXISTING CEILING

TO REMAIN

xL xL

EXISTING CEILING

TO REMAIN

PATCH AS REQUIRED

COORDINATE PLACEMENT AND INSTALL ONE HOUR FIRE RATED

CONSTRUCTION BARRIERS (FROM FLOOR SLAB TO UNDERSIDE OF

CONCRETE DECK ABOVE.) MINIMIZE DISRUPTION TO EXISTING

LIGHTING, CEILING AND HVAC SYSTEMS IN EXISTING AREAS TO

REMAIN. MAINTAIN OPERATION FOR LIGHTING AND HVAC PROVISIONS

THROUGHOUT CONSTRUCTION ACTIVITES IN EXISTING AREAS TO

REMAIN. RESTORE CEILING, LIGHTING AND HVAC SYSTEMS TO

ORIGINAL AND OPERATIONAL CONDITION WHEN TEMPORARY

CONSTRUCTION BARRIERS REMOVED AT THE COMPLETION OF

CONSTRUCTION (TYPICAL).

COORDINATE PLACEMENT AND INSTALL ONE HOUR FIRE

RATED CONSTRUCTION BARRIER (FROM FLOOR SLAB TO

UNDERSIDE OF CORRIDOR CEILING.) MINIMIZE DISRUPTION

TO EXISTING LIGHTING, CEILING AND HVAC SYSTEMS IN

EXISTING AREAS TO REMAIN. MAINTAIN OPERATION FOR

LIGHTING AND HVAC PROVISIONS THROUGHOUT

CONSTRUCTION ACTIVITES IN EXISTING AREAS TO REMAIN.

RESTORE CEILING, LIGHTING AND

HVAC SYSTEMS TO ORIGINAL AND OPERATIONAL

CONDITION WHEN TEMPORARY CONSTRUCTION BARRIERS

REMOVED AT THE COMPLETION OF CONSTRUCTION

(TYPICAL).

GENERAL DEMOLITION RCP NOTES

1. GENERAL CONTRACTOR REQUIRED TO COORDINATE ALL DEMOLITION

PROVISIONS WITH THE INFORMATION PROVIDED BY ALL DISCIPLINES IN THIS SET OF

CONTRACT DOCUMENTS.

2. GENERAL CONTRACTOR REQUIRED TO COORDINATE DEMOLITION ACTIVITES FOR

ALL TRADES. GENERAL CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING

ELEMENTS AND EQUIPMENT TO CONTINUE IN SERVICE. CONSULT "GENERAL

REQUIREMENTS" AND "SOLICITATION" FOR ADDITIONAL INFORMATION REGARDING

SUCH PROTECTION AND MAINTENANCE, AND FOR SYSTEM SHUTDOWN SCHEDULING

AND ETC. COORDINATE ALL SUCH ACTIVITIES WITH VA RESIDENT ENGINEER.

3. THE MAJOR PORTION OF THE EXISTING BUILDING WILL REMAIN ACTIVE DURING ALL

CONSTRUCTION AND DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE

ALL SYSTEM SHUT DOWNS WITH THE VA RESIDENT ENGINEER. THE CONTRACTOR

SHALL ALSO COORDINATE WITH THE VA RESIDENT ENGINEER FOR SCHEDULE,

DURATION, AND AREAS AFFECTED, AND SHALL RECEIVE VA APPROVAL PRIOR TO

SHUT DOWN COMMENCEMENT AND AS PER VA GENERAL REQUIREMENTS.

4. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING

FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE,

UNLESS NOTED OTHERWISE.

5. THE VA RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM

ITEMS NO LONGER NEEDED WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY

NOTED FOR REMOVAL, RELOCATION, OR RETURN TO THE VA. ALL OTHER MATERIALS

TO BE REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE VA

REQUIREMEMTS, APPLICABLE CODES AND LOCAL ORDINANCES. COORDINATE ALL

SUCH CLAIMED ITEMS AND THEIR DISPOSITION WITH VA RESIDENT ENGINEER.

6. BEFORE WORK PROCEEDS IN A PARTICULAR AREA, CONTRACTOR SHALL REVIEW

FIELD CONDITIONS AND CRITICAL DIMENSIONS WITHIN SUCH WORK AREA AND NOTIFY

VA RESIDENT ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN

CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS.

7. PROVIDE TEMPORARY WEATHER PROTECTION FOR DURATION OF INSTALLATION

OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE

OCCURS TO THE STRUCTURE OR AT INTERIOR AREAS OF THE EXISTING BUILDING.

REMOVE TEMPORARY WEATHER PROTECTION AT COMPLETION OF WORK.

8. THIS DRAWING IS ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR TO

UNDERSTAND THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS'

RESPONSIBILITY TO VISIT THE JOBSITE AND FAMILIARIZE THEMSELVES WITH THE

EXISTING CONDITIONS.

9. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT

ALL TIMES.

10. AREAS AND OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" , "NOT IN

CONTRACT" , AND/OR "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS

RESULTING FROM DEMOLITION ACTIVITIES WITHIN THIS CONTRACT SHALL BE

RETURNED TO ITS ORIGINAL STATE.

11. PROTECT EXISTING FIREPROOFING AND FIRE ASSEMBLIES AT LOCATIONS TO

REMAIN. DAMAGE DURING DEMOLITION ACTIVITIES SHALL BE REPAIRED TO CONFORM

TO ORIGINAL FIRE PROTECTION REQUIREMENTS, LABELS AND RATINGS.

12. DURING CONSTRUCTION AND RENOVATION ACTIVITES WITHIN THE BUILDING

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION ZONE WHILE MAINTAINING

POSITIVE PRESSURE IN THE NON-CONSTRUCTION ZONE.

13. COORDINATE WITH THE VA RESIDENT ENGINEER DEMOLITION WORK CAUSING

VIBRATION AND/OR NOISE DISRUPTIVE TO THE HOSPITAL FUNCTIONS AS DEEMED

SUCH BY THE VA CONTRACTING OFFICER AND/OR VA RESIDENT ENGINEER SHALL BE

SCHEDULED AFTER HOURS.

14. REMOVE EXISTING CEILING AND CEILING SUPPORT SYSTEM WHERE NEW

CEILINGS ARE INDICATED, UNLESS OTHERWISE NOTED.

15. REMOVE EXISTING FINISHES AS REQUIRED PER FINISH MANUFACT- URER'S

PRINTED INSTRUCTIONS TO ACCOMMODATE INSTALLATION OF NEW FINISHES. SEE

FINISH SCHEDULE FOR NEW FINISHES.

16. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN SAFETY AND INFECTION

CONTROL REQUIREMENTS AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

17. CONTRACTOR SHALL PROVIDE FOR AND MAINTAIN "CLASS III REQUIREMENTS"

FOR SEPARATION BETWEEN ALL CONSTRUCTION AREAS AND THE EXISTING FACILITY

(BUILDING 74 - ACUTE SCI) THROUGHOUT ALL CONSTRUCTION ACTIVITIES AND

THROUGHOUT ALL CONSTRUCTION PHASES AS PER SPECIFICATION SECTION 01 35 26

SAFETY REQUIREMENTS.

18. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

19. CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER

GUAGE, WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED AS PER SPECIFICATION SECTION 01 35 26 SAFETY

REQUIREMENTS.

20. CONSTRUCTION DUST CONTROL ABATEMENT SHALL BE PROVIDED DURING

ABOVE CEILING WORK. CONSTRUCTION DUST CONTROL ABATEMENT SHALL NOT

INTERFERE WITH THE AIR FLOW AND BALANCE OF MECHANICAL SYSTEMS..

CONSTRUCTION

SEPARATION(CONTRACTOR TO

COORDINATE WITH CENTER

AREA OF DEMOLITION

DEMOLITION RCP LEGEND

EXISTING CONSTRUCTION

TO BE DEMOLISHED

EXISTING CONSTRUCTION

TO REMAIN

EXISTING SUSPENDED CEILING

TO BE DEMOLISHED

D A

A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN

FULLY SPRINKLERED

(NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A -S

C I_

In te ri o r-

-C

E N

T R A L tb o n d .r v t

/2

/2

:4

:1

P

M

W:\309070b3A-SCI_Interior-2018-CENTRAL_tbond4749.rvt

74-ACD-1B1g

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - DEMOLITION REFLECTED CEILING

PLAN -BUILDING 74 - LEVEL B1 - AREA G

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

FULLY SPRINKLEREDBID PACKAGE B

SCALE: 1/8" = 1'-0"F6 DEMOLITION REFLECTED CEILING PLAN - LEVEL B1 - AREA G 0' 16'4' 8' 32'

NORTH

PLAN

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

MEN'S

1A-113

WOMEN'S

1A-115

Q.A.

OFFICE

1A-100A

DISPENSING

1A-100B

CONSULT

1A-100C

PHARMACY

1A-100

VAULT

1A-100F

OFFICE

1A-100E

STORAGE

1A-142A

STORAGE

1A-100H

I.V.A.D.

1A-100G

RECEPTION

1A-142

OFFICE

1A-142B

OFFICE

1A-142C

OFFICE

1A-142D

OFFICE

1A-142E

H.V.C.

1A-140

OFFICE

1B-106

OFFICE

1B-106A

CONFERENCE

RM.

1B-106B

DARK

RM.

1D-120B

LIGHT

RM.

1D-120A

DARK

RM.

1D-120

B

SCRUB

RM.

C1-13A

CHEF,

GU

1D-119

BEDROOM

1C-100

BATH

RM.

1C-104A

BATH

RM.

1C-100A

BEDROOM/

1C-104

BEDROOM/

1C-108

MALE

TOILET

1B-101

HYDRO

THERAPY

1B-204

VISITOR

WAITING

1B-220

EQUIP.

STORAGE

1B-224A

C. LINEN

1C-101

C.

UTILITY

1C-103

ELECTRICAL

1C-123

H.A.C.

1C-171

EQUIP.

STORAGE

1C-173

NOUR.

1C-127

EQUIP.

STORAGE

1C-125

ELECTRICAL

1B-100

DRESSING

RM.

1D-117

S.

UTILITY

1D-105

TOILET

1D-107

PSYCHOLOGY

INTERN

1B-102STAFF

PHYSICIAN

1B-104

SOCIAL

WORK

1B-108

SOICAL

WORK

1B-110

PSYCHOLOGIST

1B-114

CHIEF

1B-120B

TELEPHONE

1B-116

VESTIBULE

1A-102B

WAITING

PVA

OFFICE

SECRETARY

1A-102

PVA

OFFICE

SERVICE

OFFICER

1A-102A

CONFERENCE

ROOM

1A-101

OUTPATIENT

COORD

1A-103

LIVING/DINING

1D-142

HALLWAY

1D-142G

UTILITY

ROOM

1D-142B

BATH

RM.

1D-142E

PHSY

EXAM

1D-140

CLOSET

1D-142F

CLOSET

1D-142D

BEDROOM

1D-142C

EXAM/TREAT

1D-134

EXAM/TREAT

1D-138

NURSE

STATION

C1-105A

KITCHEN

1D-142A

HAC

1D-136

EXAM/TREAT

1D-133

EXAM/TREAT

1D-127

PHSY

EXAM

1D-125 NEURO

EXAM

1D-191

OFFICE

1D-100

CLEAN

UTILITY

1D-103

FEMALE

TOILET

1B103

PHYSICAL

THERAPY

1B-208

CLEAN

UTILITY

1B-208D

SOILED

UTILITY

1B-108C

TOILET

1B-108B

STAIR

OCCUPATIONAL

THERAPY

1B-224

NURSE

STATION

MEDICATION

1C-133

CHASE

ROOM

1B-139

TOILET

1C-129A

S.

UTILITY

1C-167

SHOWER

ROOM

1C-139

TUB RM

1C-139B x10.5 x10.5 x10 x10 x9.3 x9.3 x9 x9 x29 x29 x28.1 x28.1 x28 x28 x11.