Drawings Architectural to Scale.pdf

S SS

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE WINDOW TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 ##

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

AGREEMENT BETWEEN THE COR AND CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT. PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE.

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

OF THESE DIFFERENCES.

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

TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

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

GREATER QUANTITY OF WORK.

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

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

PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT

ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

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

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

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

12. DIMENSIONS SHOWN ARE TO FINISHED FACE OF NEW WALL SURFACES, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF EXISTING

WALL SURFACE.

13. WHERE INFILLING AN OPENING IN AN EXISTING PARTITION, BOTH FACES OF THE NEW PARTITION INFILL SHALL ALIGN WITH EXISTING.

14. ELEMENTS THAT APPEAR TO ALIGN ON DRAWINGS ARE INTENDED TO ALIGN AND SHALL BE MADE TO ALIGN, UNLESS OTHERWISE NOTED.

15. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG WITH A STRAIGHT RUN.

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

17. ALL EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF THE SURVEY AND VISUAL INSPECTION.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

18. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE EXISTING TO REMAIN, ELEMENTS SHOWN WITH DARK, DASHED LINES ARE EXISTING TO BE

DEMOLISHED. DEMOLITION SHALL INCLUDE, BUT NOT LIMITED TO, THOSE ELEMENTS SHOWN.

19. CONTRACTOR SHALL REVIEW AND COORDINATE WITH COR FOR ALL ICRA REQUIREMENTS. SEE SHEETS 000.G-501 AND 000.G-502.

20. ALL WORK SHALL BE COORDINATED BETWEEN TRADES AND WITH THE COR TO MINIMIZE DISRUPTION OF AREAS OUTSIDE OF THE PROJECT LIMITS

OF WORK.

21. SEE SHEET 000.A-506 FOR PARTITION TYPES.

22. SEE SHEET 000.A-602 FOR ROOM FINISHES.

23. NEW WALLS TO BE TYPE Maa3 AND EXTEND TO DECK UNLESS NOTED OTHERWISE.

24. HINGE SIDE OF DOOR JAMB TO BE LOCATED 4" FROM NEAREST WALL INTERSECTION UNLESS NOTED OTHERWISE. SEE SHEET 000.A-601 FOR

DOOR SCHEDULE.

25. CONTRACTOR SHALL VERIFY EXISTING WALL PROTECTION ADJACENT TO NEW DOORS AND NEW CORRIDOR WALLS, INCLUDING HANDRAILS, BUMPER GUARDS, CORNER GUARDS, AND SHEET MATERIAL. WHERE NEW WORK REMOVES OR DAMAGES THE EXISTING WALL PROTECTION, THE CONTRACTOR SHALL PROVIDE NEW WALL PROTECTION. WHERE NEW CORRIDOR WALLS ARE CONSTRUCTED, THE CONTRACTOR SHALL PROVIDE NEW WALL PROTECTION. THE TYPE AND FINISH OF NEW WALL PROTECTION SHALL MATCH THE ADJACENT EXISTING WALL PROTECTION.

26. ALL PARTITIONS AROUND TR’S SHALL SEAL TO STRUCTURE ABOVE WITHOUT ANY OPENINGS NOT FILLED WITH DUCTWORK, PIPES, AND CONDUITS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INFILL ANY OPENINGS, AND EXTEND PARTITIONS TO STRUCTURE AS REQUIRED.

THE PARTITIONS SHALL, AT A MINIMIM, MEET THE Maa3 PARTITION TYPE.

27. CONTRACTOR HAS TO PROVIDE SIGN, FIRE EXTINGUISHER, AND FEC. TR SIGNAGE CAN ONLY INCLUDE THE ROOM NUMBER, NOT ROOM NAMES. IF SIGNAGE DOES NOT MEET CURRENT REQUIREMENTS, CONTRACTOR SHALL REPLACE THE SIGNAGE IN ACCORDANCE WITH SIGNAGE GENERAL

NOTES ON 000.A-602.

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 AND CLEAR AREA OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

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

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

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

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION

AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.) REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION

ACTIVITIES AT NO ADDITIONAL COST.

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

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

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

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

PART OF THE SCOPE OF THE PROJECT.

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

THOSE INDICATED OR THAT ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

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

LEVELING FOR ENTIRE AREA OF RENOVATION.

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

DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE OWNER SHALL BE DISPOSED OF OFF SITE.

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

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA. COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR USE OF FREIGHT ELEVATOR (AS REQUIRED).

2 HOUR FIRE SEPARATION

1 HOUR FIRE SEPARATION

SMOKE RATED

2' X 2' RECESSED TROFFER

2' X 4' RECESSED TROFFER

SYMBOL DESCRIPTION

2' X 4' RECESSED FLAT LENS TROFFER

2' X 4' RECESSED TROFFER -

EMERGENCY BACK UP

1' X 4' RECESSED FLAT LENS TROFFER

2' LINEAR - WALL SCONCE

4' LINEAR - WALL SCONCE

6" DIAMETER RECESSED DOWNLIGHT

4' LINEAR STRIP - SUSPENDED

2' LINEAR - SURFACE MOUNTED

WALL PACK

EXIT SIGN - WALL MOUNTED

EXIT SIGN - CEILING MOUNTED

EMERGENCY LIGHT BATTERY

OPERATED - WALL MOUNTED

WALL PACK - EMERGENCY BACK UP

15" DIAMETER SURFACE MOUNTED

PENDANT

REFLECTED CEILING PLAN

FIXTURE/DEVICE LEGEND

RETURN GRILLE

SUPPLY DIFFUSER

EXHAUST GRILLE

SEMI-RECESSED SPRINKLER HEAD

SURFACE MOUNTED CURTAIN TRACK

M A

X A

.F .F

/2

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET, SIZED FOR

10 LB FIRE

EXTINGUISHER

SEALANT

SEE PLANS

FOR WALL

TYPES

PLAN

ELEVATION

NOTES:

1. CLEAN AGENT FIRE EXTINGUISHER MUST BE LOCATED

WITHIN 75' -0" OF TR ROOM.

2. CONTRACTOR TO PROVIDE (1) 10LB. CARBON DIOXIDE

FIRE EXTINGUISHER AND INSTALL IN CABINET.

FIRE EXTINGUISHER CABINET

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:1

:3

P

M C

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

\A

-3

-V A

H o u s to n -E

H R

M

M A

S T

E R c k u rk u lG V

Y

H .r v t

ARCHITECTURAL GENERAL

INFORMATION/CODE INFORMATION

AND DETAILS

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

1 90CMK

EHRM INFRASTRUCTURE

UPGRADES

JANUARY 14, 2025

580-22-700

WVS

000 A-001

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

WALL RATING LEGEND

100, 103, 104A, 108, 108A, 109, 110, 120, 123, 125W

AL

TE

R DAVID VAN SCOTER

REG. NO. 9953

Docusign Envelope ID: 4347F947-D407-40B0-BEA8-3B760489F051

1/14/2025

1A -7

C

1A-731

1A-7

B

1A-739

C 1A

-7 12-

1A-7

1A-7

1A-735

1A-736

1A-737

1A-738

1A-7

1A-7

C 1A

-7 12-

1A -7

65-

C 1A-711

1A -7

65-

1A-7

A

1A-734

1A-725

C

A -7

1A-755

1A-754

1A-753

C 1A

-7

1A-724

1A-723

1A-722

1A-740

1A-7

FEC

FEC

FEC

103 S F

INTERVIEW

1A-7 65

194 S F

CLEAN

1A-7 34

129 S F

EXAM 11

1A-7 33

129 S F

EXAM 12

1A-7 32

51 SF

TOILET

1A- 76 4B

58 SF

BARIATRIC

TOILET

1A- 76 4C

107 S F

SOILED

1A-7 39

146 S F

EXAM 7

1A-7 38

146 S F

EXAM 8

1A-7 37

146 S F

EXAM 9

1A-7 36

148 S F

EXAM 10

1A-7 35

135 S F

EXAM 6

1A-7 28

141 S F

EXAM 5

1A-7 27

141 S F

EXAM 4

1A-7 26

106 S F

EQUIPMENT

1A-7 40

132 S F

EXAM 3

1A-7 22

337 S F

CARE

STATION

1A-7 29

109 S F

MEDICATION

ROOM

1A-7 31

78 SF

ALC

1A-7 21

61 SF

NOURISHMENT

1A- 74 0A

52 SF

STAFF

TOILET

1A- 76 4A

109 S F

EQUIPMENT

1A-7 25

131 S F

STAFF WORK

1A-7 30

81 SF

ALCOVE

1A- 73 4A

546 S F

CORRIDOR

C1A-7 12

426 S F

CORRIDOR

C1A-7 11

250 S F

CORRIDOR

C1A-7 15

402 S F

CORRIDOR

C1A-7 14

197 S F

CORRIDOR

C1A-7 13

62 SF

BARIATRIC

TOILET

1A-7 53

52 SF

TOILET

1A-7 54

52 SF

TOILET

1A-7 55

139 S F

EXAM 2

1A-7 23

142 S F

EXAM 1

1A-7 24

CHASE

T-5

M7250

R7000 M3150 M3150 R7000

M

M

F0535 F0535

C1A-101

VEST

C

RASH

C

ART

STRETC

H

ER

TRASHCONDUMENTS

COUNTER CABINET

COUNTERPASTRY

TRASH

CONDUMENTS

CONDUMENTS

COUNTER

CABINET

COUNTER

PASTRYPAS

TRY

ADMIN ASST

MEDICATION RM.

CONS

1A-276A

DIETICIAN

SECY.

TMT/WAIST

MED & TMT

PROCPROC

EKG

COPY RM.

CONS

FEC

FEC

FEC

FE

FEC

FEC

FEC

FIA01

(VV)

FIA01

(VV)

(VV)

FIA01

FEC

GMA031

PUSH PL

PUSH PL

PUSH PL

FA025

PUSH PL

GMA032

PUSH PL

PUSH PL

GMA031GMA031

THA01

(VV)

GMA031GMA031

EMERGENCY

OXYGEN

INLET

GMA156 (VV)

GMA156 (VV)

BILL CHANGER (VC)

COMMODITY MACHINE

STAMP VENDING (VC)

FEC

TD

G1(3'-4")

TDTD

FEC

GMA151

(VV)

FIA01

(VV)

HEATING STRIP

TV

PAC

MAN

TV FOR

GAMES

TV FOR

MOVIES

FEC

REF

PRINTER

COPIER

GP35

GP35

GP35

GP26

AO OFFICE

CHIEF

COPY/MAIL

CORR

WASTE

HAC

CORR

MRI

EXTREMITY

CONTROL

EQUIPMENT

READING RM

BREAK ROOM

ELEC

POWER SUP & COMP

MRI

T

PLANTER

BERM

CORR.

PHYS

MT

MLKR

MECH. ROOM

MRI EQUIP. ROOM

MRI ROOM

CONTROL AREA

PREP AREA

DRESS

DRESS

WAITING

TOILET

CORRIDOR

MRI-SUITE

LNG

CORR

READING RM

PREP ROOM

READING RM

CONT

CORR

CORRIDOR

SOILED

UTILITY

CLEAN LINEN DRESSING

ROOM

TECH

OFFICE

OFFICE

READING RM

RECEPT/WAIT

WAITING

REGISTRATION

GERIATRIC

CORRIDOR

STAFF/PHYS.

WORKSTATIONS

CORRIDOR

EXAM 4

ROOM

TOILET

PAT. TLT.

TRIAGE

TRIAGE

ASSISTED

CARE

PATIENT

HOLDING

CORRIDOR

MECHANICAL BAY-11

AMBULANCE

VESTIBULE

CLERK

REGISTRATION

MEAN'S TEST.

MEAN'S TEST.

MEAN'S TEST.

VIC

CLERK'S

WORKROOM

COORDINATORS

ESCORT

ELEVATOR

MED. DIR

OFFICE

ADMIN. ASST

CORRIDOR

NURSE

CODER OFFICE

COPY

CONF

ROOM

BED

CONTROL

TLT.

WAITING

ER/URGENT

CARE WAITING

WALK-IN

VESTIBULE

CORRIDORTRIAGE

TRIAGE

CORRIDOR

TRIAGE

STRETCHER

TRIAGE

WORK

EQUIPMENT

STORAGE

EXAM 10

EXAM 9

EXAM 8

ADMISSIONS

CLERK

PORTABLE

X-RAY

EXAM 7

CORRIDOR

NOURISHMENT

NURSE CONTROL

CRASH

CART

CRASH

CART CORRIDOR

EXAM 11

EXAM 12

EXAM 13

EXAM 14

NURSE CONTROL

EXAM 15

EXAM 16

EXAM 17

EXAM 18

CORRIDOR

CORRIDOR

GYN.

EXAM 6

TOILET

ROOM

ANTE

ROOM

PSYCH.

EXAM

MEDICATION

ROOM

GEN.

EXAM 2

TREATMENT

BAY

CORRODORCORR.

TOILET

ON CALL

EFFECTS

LINEN

WHEELCHAIR

SHOWER

HA

C

ISOLATION

MEDICATION

ISOLATION

WORK ROOM

RESIDENTS

VEST

MECHANICAL BAY-8

VEST

FIRE CONT

COORIDOR

TRANSFER

BED

CONTROL

READING WAIT

STOR

SOC. WORKER

VISC

ROOM

WORK

OFFICE CLERK

FILESTAFF

OFFICE

STAFF

OFFICEAO OFFICE

SEC OFFICE

DIAGNOSTIC

ROOM

TOILET

WAITING

PET CT

LAB ROOM

REPROCESS

OD EXAM

RECEPTION

WAITING

OFFICE

WAY

PASSAGE

ROOM

EDUCATION

PATIENT

EXAM EXAM

PGY PGY

CHIEF

OFFICE

DIAGNOSTIC

ROOM

OFFICE

NURSES

LASER

EXAM

EXAM

WAY

PASSAGE

EXAM

TECH

OFFICE

CORRIDOR

EQ

UI

PM

EN

T

HO

T

LA

B

C

ON

TR

OL

SC

AN

R

OO

M

DR

ES

SI

NG

DR

ES

SI

NG

HO

T

TO

IL

ET

?? PE

T

VEST

FT

CORR

VEST

MT

EX/TMT

EX/TMT

CONT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

CORR UTILITY

EX/TMT

EXAM/TMT.

EX/TMT

EXAM/TMT

CORR

EXAM/TMT.

MAS SUPV

DIETICIAN

OFFICE

OFFICE

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

CORR

EXAM/TMT.

EXAM/TMT.

HAC

EXAM/TMT.

EX/TMT

LEAD CLERKS

OFFICE

CORR

OFFICE

OFFICE

OFFICE

OFFICE

FT

VEST

VEST

VEST

MT

DIETARY

CASE MGMT.

TELECARE MNGR.

OFFICE

EXAM/TMT

CONS

EXAM

WAIT

CONT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

CORR

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

SOILED UTILITY

STAFF LOUNGE

CORR

NUR

CORR

CORR

CORR

MECHANICAL BAY -12

EXAM

EXAM

EXAM

W/C T

CORR

FD

MECHANICAL BAY -10

STAFF LOUNGE

CORR

VEST

EXAM/TMT

EX/TMT

OFFICE

CORR

EX/TMT

EXAM

EX/TMT

EX/TMT

EX/TMT

EX/TMT

CONS

EX/TMT

EX/TMT

OFFICE

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EXAM/TMT.

EX/TMT

EX/TMT

EX/TMT

EX/TMT

OFFICE

GENERAL

EXAM/TMT.

EXAM/TMT.

OFFICE

EX/TMT

CORR

EXAM

COPY RM.

OFFICE

EXAM/TMT.

EXAM/TMT.

CORR

SOILED

EX/TMT

STAIR

EX/TMT

WAIT

MECHANICAL BAY - 9

PHYS.

SECY.

CHIEF

SOCIAL WORK

SOCIAL WORK

CSSL PHARM.

ADMIN.

CORR.

PHYS.

EXAM/TMT

EXAM/TMT

EX/TMT

EX/TMT

EX/TMT

NURSE

CORR.

EX/TMT

EX/TMT

EX/TMT

EX/TMT

UTILITY RM.

EX/TMT

EX/TMT

NUR

CONT

EX/TMT

EX/TMT

EX/TMT

WAIT

NASSA TEAN AA

FT

VEST

VEST

MT

CONT

NUR

CORR

EX/TMT

EHU EX/TMT

CORR

EX/TMT

EX/TMT

EXAM/TMT

EXAM/TMT

EXAM/TMT

EXAM/TMT

HC EX 2

EXAM/TMT

EX/TMT

H & RF EX 2

H & RF EX 1

EXAM/TMT

PENSION

PAIN MGMT

TMT

PAIN MGMT

PSYCHL

CORR

EX/TMT

COPY RM.

EX/TMT

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MT

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EX/TMT

EX/TMT

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EX/TMT

EX/TMT

EX/TMT

EX/TMT

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EXAM/TMT

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EX/TMT

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CORR

CORR

CORR

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EXAM

EXAM

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CONT

EX/TMT

NUR

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EX/TMT

EXAM

CORR

EX/TMT

MAS SUPV

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FT

STAIR

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MT

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EXAM/TMT

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CONF. ROOM/

EXAM RM

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TREATMENT RM.

EXAM/TMT

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OFFICE

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STORAGE

EXAM/TMT.

EXAM/TMT.

OFFICE

OFFICE

EXAM RM

EXAM RM

EXAM RM

CONFERENCE

STAIR

STAIR

CONSUMER AFFAIRS

EXAM/TMT RM

PAT FUNDS

TRAVEL

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EXAM

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VEST

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EXAM/TMT

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HEMA TECH

HEMA PHYS

EX/TMT

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EX/TMT

EX/TMT

HEMA TECH

VEST

EXAM/TMT

EXAM/TMT

RELEASE OF INFORMATION

EXAM

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STORAGE

EXAM

EXAM

EXAM

EXAM

CORR.

TECH.

PSYCHL.

OFFICE

EXAM

EXAM

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CORR

WORK

LACTATION

ARCHIVE

VIEWING

SOUND

DRESS

STEROTATIC

EXAM/TMT RM

GROUP ROOM B

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EXAM

EXAM

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RN

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EXAM/TMT

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OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

EXAM

FAMILY TLT

LVN

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EX/TMT

FT

MT

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EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

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STAIR

MECHANICAL BAY-1

STR STOR

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STR B

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W/L BATH

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WAIT

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FOUR BR

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TC

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W/C BATH

W/C BATH

W/C BATH

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STORAGE

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F DRSG

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CU

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FIRE STOPS AT VERT RISERS

SEE 6/DE-31. TYPICAL AT ALL

FIRE STOPS AT VERT RISERS

MECHANICAL BAYS FLOORS 1-7 WO

SEE 5 & 6/DE-31. TYPICAL AT ALL

FIRE STOPS AT ELEC RISERS

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FIRE STOPS AT VERT RISERS

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FIRE STOPS AT VERT RISERS

W/C BATH

W/C BATH

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EXAM/

TMT.

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STOR

PAT T

C LIN

SU

MED

NOUR STA

CU TWO BR

C LIN

CORR

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STUD WRKM

NUR INST

UNAS

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PHYS

TISSUE

MICRO

CHIEF

HAC

CH SERV

VEST

PASSAGE

MT & LKR

FOUR BR

CORR

STOR

MECHANICAL BAY-2

TWO BR

W\C BATH

FOUR BR

FOUR BR

W/C BATH

W/C BATH

W/C BATH

TWO BR

W/C BATH

SCI CLIN SPEC

FEL/RES

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STOR

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STO

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FT

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VEST

STAIR

MT

S T O R

SUPV

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SOC WK

SOC WKKIT

CORR

PVA SECY

PVA OFF

BR

LIV/DIN

CORR

TWO BR

T

TWO BR

INTERNET CAFE

ELEVATOR ELEVATOR

STAIR

CORR

PT EDUCATION

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KITCHEN

LC

EQ STOR

TWO BR

T

TC

TWO BR

TWO BR

T

TWO BR

TWO BR

T

TWO BR

ONE BR

ONE BR

HAC

T

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TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

PVA OFF

T

T

T

T

PVA SECY

CORR

LIV/DIN KIT SOC WK

BR

BATH

SOC WK

CLO

BATH FAC

T

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DIN/RECREATION

NURSE EXECUTIVE

WAITING/RECEPTIONIST/WORK AREA

MECHANICAL BAY-3

NUR STA

CORR

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STF T

PHARM PREP

TWO BR

T

TWO BR

TWO BR

SOC WK

BMS STOR

VEST

ONE BR

CORR

C LIN

CORR

COPY/WORK ROOM

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SUPERVISORS OFFICEOFFICEOFFICE

CORRIDOR

STAIR

CH PHYS

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STOR

EX/TMT

SECY & REC

UNIT MGR

NUR

TWO BR

SECY/WAIT NHC SUPV OFF/STOR

SUPPLIES

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TWO BR

TWO BR

W/CT

PA HYDRO

PA CLINIC CONF. ROOM PHARM PREP

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STOR

CORR

NOUR STA

DIET

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BMS STOR SUPPLY

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ONE BR

TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

TWO BR

ONE BR

ONE BR

WC BATH

MED ROOM

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TWO BR

TWO BR

ONE BR

BATH FAC

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PAT T

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T

HAC

T

T

T

T

SU

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VEST VEST

F LKR/T

M LKR/T

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T

T

T

T

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T

MED

ELEVATOR ELEVATOR ELEVATOR

UNAS

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CORR

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STERILE

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ELEVATOR

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ELEVATOR

STAIR

CHIEF

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SECY

FIRE CONT

BMS STOR

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PASS

MENS TOILET

HAC

LNG

MT

BLOOD DRAWN AREA

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ELEV LOBBY

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VEST

FT

MT

FT

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STORAGE WT

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VIC

CLERK'S

MEAN'S TEST.

MEAN'S TEST.

MEAN'S TEST.

CLERK

REGISTRATION

COORIDOR

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BED

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ASST CH

CHIEFADMIN ASSTCOUNTINGLNG

VEST

MT

FLKR

ASST CH

SECY/TRNG

FOOD STOR

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DISH WASH

HAC

HACHAC

VENDING

DINING

FOOD SERV

COMP

FRZ REFR

M LKR

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ELEVATOR

P ELEV. LOBBY

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MECHANICAL BAY-6

STAIR

ELEVATORELEVATOR ELEVATOR

ELEVATOR

CORR FT

CORR

MAIL CHUTE

ELEVATORELEVATOR

SERV

STAIR CORR

ELEVATOR

ELEV LOBBY

PASS ELEVATOR

CORR

EXAM

RECEP/CL/FILE

ELEVATOR

EXAM 15

PAT. TLT.

EXAM 16

EXAM 17

EXAM 18

EXAM 6

GYN.

OFFICE

OFFICE

STAIR

STORAGE

MNGR

EXAM PROCEDURE PROCEDURE

VISUAL FIELDS

RECEPTION

WAITING

PAT TLT

CHIEF

WAY

EXAM EXAM EXAM EXAM

WAY

EXAM EXAM

EXAM

EXAM

WAY

CORRIDOR

FT

FLKR

MEDS/

SUPPLY

TLT

LOBBY

OFFICE

CORR

F W/CTM W/CT

BARBER SHOP

ELEVATOR ELEVATOR

ELEVATOR

SERV ELEV LOBBY

ELEVATOR ELEVATOR

UNAS

CORR

BMS STOR

CORRIDOR

CORRIDOR

FUT

LCKR

D-3

CORR

AO OPT

CHIEF

CHIEF SEC

PAT T

CORRCH PHYS

REHAB

SPEC

VEST

ST-14

HAC

ELEVATOR

ELEVATOR

STAIR

ELEVATOR

CORR

VEST

MW/CT

CORRIDOR

STORAGE

CLEAN

OFFICE

LOUNGE

STAFF

OFFICE

UTILITY

SOILED

PAT

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WORK ROOM

READING

OPERATIONS

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STAFF

EXAM

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PASSAGE

PASSAGE

PGY

PGYPGYPGY

PGY PGY PGY PGY

PASSAGE

TOILET

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ID

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WAY

PASSAGE

PROCEDURE

STAFF

COPY

STAFF

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STAFF

TOILET

PAT

PHYSICIST

RAD

CORRIDOR

INTERIM

WAITING

BREAK

ROOM

EXAM

SUB

WAITINGSUB-WAITING

LASER

DIAGNOSTIC

TLT

EXAM EXAM

DIAGNOSTIC

ROOM

TECH

EXAM

EXAM STAFF

EXAM

STAFF

EXAM

NURSE

MGR

OFFICE

CLEAN

SCREENING

ROOM

TECH

EXAM

TECH

EXAM

TECH

EXAM

TECH

EXAM

CONFERENCE

EDUCATION

PASSAGE

WAY

PASSAGE

WAY

CORR

MNGR

BUS

F LKR

VEST

FT MT

VEST

M LKR LNG

HAC

CONT SUB

STOR & DISP

COMP

EX TEMP

SUPV CLERK CLERK

STO/WORK

CREDIT UNIONVEST

STAIR

PIZZA SHOPS

MECHANICAL BAY-5

COURT

CORR

P ELEV LOBBY

ELEVATORELEVATOR

CORR

ELEVATOR

FUT

CORR

CORR

STAIR

CORR

CORR

ELEVATOR

WAIT

CORR

MT

FT

CORR

HAC

OT SCI ADM

SCI CLIN SPECOT SCI CLINIC

CORR

EQ STOR

ELEVATOR

ELEVATOR

EKG

WAIT

STORAGE

MRI EQ

MRI

DRES DRES

CONTROL

SUB WAIT

MRI

OFFICE

OFFICE

TLT

STORAGE

ATS

EXAM 3

EXAM 4

EXAM 5

WAITING

WORK RM

TLT

STO

OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STA 1STA 3STA 5STA 10STA 11

STA 6 STA 4 STA 2

STA 7STA 8STA 9

WORK

SECURE

COMP

EX TEMP

SUPV CLERK CLERK

STO/WORK

OPEN WORK RM

WAIT

OFFICE

ENTRY

OFFICE

WORK

EXAM

EXAM

EXAM

EXAM

BREAK RM

EXAM

MED CORR

CLEAN

CORRIDOR

EXAM EXAM EXAM EXAM EXAM EXAM EXAM

SOCIAL WORK NURSE SCREENING RECEPTION

WAITING

CORR

SCREENING

SCREENING

SCREENING

TLT TLT

HAC

EXAM

EXAM

EXAMEXAM

EXAM

EXAM

SOILED

CORR

STO

BED 4

BED 3

BED 2

BED 1

OFFICE

STORAGE

WAITING

PHARMACY

PHARMACY

VEST

CORR

CORR

CORR

READING RM

STOR. RM

CORRIDOR

CORRIDOR

GE MRI

Siemens MRI

GE-MRI

SIEMENS MRI

PROGRAM

LVN

LVN

CLEAN

UTILITY

SOILED

IMAGE

PHYSICIAN

ULTRA

WOMEN

DRESS

MEN

WAIT

WOMEN

WAIT

CORR

FAMILY TLT

FAMILY WAIT

PAT. TLT

PAT. TLT

TUB ROOM

TUB ROOM

V.A.

POLICE

RECEPTION

V.A.

POLICE

OFFICE

STORAGE

1C-386B

1C-386A

1C-394

1C-396

1C-398 1C-398A

1C-398C

C1C-316B

1C-365B

1C-365A

1C-365C

C1C-316

1C-371

1C-395

1C-393

1C-398B

C1C-316A

1C-356C

1C-363A

1C-363B

1C-392A

1C-392D

1C-392E

1C-392F

1C-392G

1C-392C

1C-392B

1C-392K

1C-392H

1C-392

1C-363

1C-386

C1C-316

1C-389 1C-387

1C-377

1C-385

C1C-318

1A-710

1A-750

C1A-701 C1A-703

C1A-776

1A-798

C1A-774

1A-794

1A-793

D-3

1A-786

1A-763

1A-762

1A-832

C1A-811

1A-709

1A-708

1A-707

1A-706

1A-705

1A-704

1A-802

1A-800

S-12

1A-828

1A-751

1A-743

1A-741B

1A-742

1A-749 1A-748

1A-747

1A-746 1A-711

1A-745

C1A-702

1A-755

C1A-754

1A-756

C1A-7641A-758

1A-759

C1A-764A

1A-761

C1A-809

1A-760

1A-773

1A-780

1A-779

1A-778

1A-775

1A-777

C1A-810

1A-781

1A-799

C1A-801

1A-782

1A-783

1A-784

1A-785

1A-797 1A-787

1A-788

1A-789

1A-790

C1A-800

C1A-802

1A-791

1A-792

1A-795

1A-796

1A-804

1A-805

1A-807

C1A-834

C1A-845

1A-829

1A-835

1A-808

C1A-815

1A

1A-813

1A-812

1A-814

C 1A

1A-690

1C-380

C1A-100

C1A-103 1A-100

D-5

1C-316C

C1A-700

1A-802A

1A-831 C1A-711

1A-751A

1A-843

1A-846 1A-7761A-847 1A-848

1A-758 1C-316B

1A-754A

1A-830

IA-833

1A-852

1C-310

1C-306

1C-300

1C-300A

C1C-307

1C-374

1C-309 1C-307

1C-314

1C-322

1C-372

1C-368A

1C-342

1C-338B

C1C-320 1C-324

1A-826

1A

1A

2A

1A

2G

1A

2F

1A

2E

1A

2D 1A

2C 1A

2B

1A

1A-222A

1A-257

1A-257A

C1A-206 1A-255

1A-255A

1A-260

1A-262

1A-263

1A-321

1A-267

1A-319

1A-317

1A-313

1A-273

1A-275

1A-309

1A-307

C1A-214

1A-301

1A-296

1A-294

1A-292

1A-290

1A-254

1A-252

1A-264

1A-250

1A-248

1A-266

1A-268

1A-246

C1A-207

1A-272

1A-242

1A-238

1A-276B

1A-276F

1A-230A

1A-230

C1A-208

1A-288

1A-286

1A-228

1A-226

1A-224A

1A-224

1A-222

1A-220

1A-220A

1A-216

1A-214

1A-212A

1A-210

1A-208

1A-204

1A-202

C1A-200

1A-203

1A-251

1A-205

1A-207

1A-249

1A-247

1A-209 C1A-202

1A-213

1A-215

1A-241

1A-239

1A-217

1A-221

1A-225

C1A-201

C1A-205

C1A-210

C1A-212

1A-312

1A-308

1A-300

1A-300A

C1A-204

FE

1A-200

1A-360

1A-362

1A-375

1A-344

1A-346

1A-308

1A-307

1A-340

1A-338

C1A-301

1A-334

1A-316

1A-320

1A-318

1A-336

1A-345

1A-379

1A-347

1A-212

1A-237

1A-235

1A-219

1A-219A

1A-282

1A-282A

1A-280

1A-280A

1A-276G

1A-305

1A-305B

1A-303

1A-303A

1A-305A

1A-311

C1A-303

1A-206

1A-243

1A-314

1A-276C

1A-276D

XC1A-303

1A-436

1A-438

1A-434

C1A-314

1A-395

C1A-300

1A-397

1A-395A

1A-397A

1A-310

1A-402

1A-388

1A-322

1A-330 1A-325

1A-325A

1A-327

1A-327A

C1A-302

1A-324

1A-333

1A-334

1A-332

1A-320

1A-336

1A-318

1A-316

C1A-305

1A-389

1A-339

1A-337

1A-343

1A-383

1A-346

1A-344

1A-340

C1A-301

1A-345

1A-425A

1A-380 C1A-309

1A-381

C1A-308

1A-375

1A-362

1A-360

1A-420

1A-416

1A-376

1A-378

1A-418

1A-374

1A-422

C1A-317

1A-372

1A-373

1A-364A

1A-366A

1A-426

1A-370

1A-424

1A-428

1A-368

1A-360A

1A-441

C1A-313

1A-432

1A-430

1A-403

1A-408

1A-386

C1A-311

1A-382

1A-407

1A-461

1A-412

1A-443

C1A-315

1A-421

1A-419

1A-417

1A-445

1A-415 1A-449

1A-414

1A-447

1A-413

1A-451

C1A-316 1A-409

1A-453

1A-457

1A-459 1A-405

1A-335

1A-364 1A-366

1A-464

1A-458

1A-454

1A-452

1A-450

1A-442

1A-440B

ST-15

C1A-318

XC1A-303

C1A-209

C1A-212J

1A-120A

1A-120D

1B-330

1B-332

CA-211

1A-317

1A-263

1A-265

1A-321

1A-319

1A-269

1A-267

1A-277

C1A-212

1A-304

1A-308

1A-312

1A-300

1A-279

1A-296

1B-349

C1B-319E

1B-336

1B-338A

C1B-307

1A-460

1B-312A

1A-44OA

1A-425

1A-389A

1A-389B

C1B-319J

C1A-214 1A-305B

1A-303

1A-303A

1A-305

1A-305A

1A-44OD

1A-44OC

1B-317

1B-307

1B-308

1B-357

1B-356

1B-328

1B-327

1B-325

1B-370

1B-372

1B-374

1B-376

1B-378

1B-319

1B-377

1B-375 1B-315

1B-395 1B-395B

1B-395C

1B-392D

1B-394

1B-394A

1B-392A

1B-352

1B-348

C1B-312

1B-337

C1B-318 1B-310

1B-306

C1B-321

1B-347

1B-349

1B-341

1B-333

1B-367

1B-369

1B-331

C1B-311

1B-334

1B-335

1B-371

1B-342A

1B-342

1B-346

1B-345A

C1B-303

1B-340

1B-343C1B-307

1B-338

C1B-319E

1B-332

C1B-305

1B-330

C1B-314

C1B-316

1B-341C

1B-302

C1B-201

1B-205

C1B-200

1B-203

1B-211F

1B-211G

1B-211K

1B-201

C1B-300

C1B-214

1B-272

1B-272A

1B-398

ST-6

T-1

T-2

ST-7

S-1 S-2 S-3

S-5 S-6

C1B-302

ST-12

C1B-304

1B-211J

1B-204E

C1A-500

C1B-317

1B-305

C1B-301

C1B-315

CIB-309

1B-117A 1B-117B

C1A-100

1B-211A

1B C 1B-211D

1B-211E

1A-458

1A-461

1A-459

1A-454

1A-450

1A-445

1A-453

1A-457

1A-451

1A-452

1A-449

1A-447

1A-438

C1B-214

1A-460A

1A-460B

1B-304

1B-320

1B-373

1B-321

1B-329

1B-392A

1B-326E

1B-326C

1B-326B

1B-326A

1B-326D

C1B-320

1B-272C

1B-272B

1B-341B

1B-351

1B-392B

1B-392E

1B-388

1B-390

1B-392

C1B-308

1B-324A

1B-322A

1B-324 1B-322

1B-312

1B-312A

1B-314A

1B-314

1B-316

1B-316A

1B-318

1B-318A

1B-223

1B-230A

1B-230

1B-224

1B-222

1B-226

1B-224A

1B-226A

C1B-203

C1B-202A

1B-210

1B-208

1B A

1B-206

1B-204A

1B-220

1B-212

1B-216 1B-220A

1B-214

1B-222A

1B-225

1B-227

1B-282

1B-211

1B-215B

1B-215

1B-211A 1B-211B 1B-211D

1B-211E

1B-247A

1B-236

1B-234

1B-232 C1B-207

1B-240A

1B-240

1B-242

1B-228 1B-242A

C1B-206

1B-231

1B-229

1B-245

1B-247

1B-244

1B-246

1B-244A

1B-248

1B-250

C1B-210

C1B-211

1B-252

1B-260

C1B-205

1B-282B

1B-282A

1B-280C

1B-280

1B-249

1B-280A

1B B

1B-276

1B-278

1B-211H

1B-254 1B-258A

1B-258

1B-264 1B-266

C1B-212

1B-270E

1B-270

1B-270A 1B-270B

1B-270C

ST-1

1B-280D

C1B-208

C1B-213A

C1B-209

C1B-204

C1B-204

1B-122A

1B-124A

1B-110

1B-124

1B-122

1B-120

1B-114

1B-1171B-117

1B-119A

1B-120A

C1B-103

1B-116

1B-1091B-109

1B-111

1B-117A 1B-117B

1B-108

C1B-102

1B-106

C1A-102

1B-252A

1B-252B

1B-256

1B-146B

1B-144

1B-160

1B-172

1B-170

1B-158

1B-154

1B-174B

1B-178A

1B-178B

1B-150B

1B-146

1B-146A

1B-126

1B-138

C1B-107

1B-134A

1B-128A

1B-128

1B-126B

1B-124

1B-119

1B-119B

1B-147

C1B-104

1B-124A

1B-122A

1B-122

1B-120A

1B-119A

1B-117

1B-114

1B-109

1B-107

1B-156

C1B-109

1B-178

1B-178C

1B-151

1B-152

1B-150D

1B-148

1B-150A

1B-150C

1B-150

1B-146C

1B-146E

1B-146D

1B-144A

1B-140

1B-140A

1B-130

1B-136 1B-130B

1B-130A

1B-120

1B-115

C1B-103

C1B-102

1B-125

1B-127

1B-129

1B-131

1B-145

C1B-106

1B-147A

C1B-108

1B-149

1B-117A 1B-117C1B-117B

1B-110

1B-108

1B-106

C1B-111

C1B-112

ST-2

ST-3

1B-134

1B-208

1B A

1B-206

1B-204

1B-210

1A-590A1A-590

1B-168

1B-1661C-158A

C1B-108

1B-164

1C-158B

1C-158

C1C-108

1C-154

1C-152A

1C-152

1B-174

1B-119C

1C-130A

1C-138A

1C-125

1C-126A

1C-122A

1C-143A

1C-132

1C-129

1C-140A

1C-143

1C-144A

1C-148A

1C-116

1C-112

1C-118A

1C-114

1C-111C

1C-160

1C-152A

1B-164A

1C-158D

1C-158E

1C-160F

CIC-102

1C-108

CIC-102

1C-111B 1C-111A

1C-111

1C-109

1C-118

1C-120

1C-122

1C-124

1C-126

1C-128

1C-130

1C-134

1C-136 1C-138

1C-140

1C-142

1C-144

1C-146

1C-148

1C-150

1C-152

1C-154

1B-164

C1C-108

1C-158 1C-158A 1B-166

1C-158B

1B-168

1C-127

CIC-106

C1C-107

C1C-105

C1C-104

ST-4

P-12P-11

1C-109D

1C-109C1C-109B1C-109A

CIC-103

1C-268

1C-224

1C-222

1C-220

1C-211

1C-209

1C-213

1C-207 1C-205

1C-216

C1C-103

1C-217

1C-215

C1C-202

1C-204

1C-206

1C-160B

1C-160A

1C-160C1C-160D1C-160E

CIC-160

1C-227

1C-250

1C-252

1C-242

1C-238A

1C-240

1C-240A

1C-236

1C-238

1C-246

1C-248

1C-244

1C-244A

1C-248A

1C-232

1C-229

1C-243 1C-223

1C-260

1C-256

1C-254

1C-252A

1C-262B

1C-262

1C-262A

1C-262C

1C-262F

1C-262E

1C-274B

1C-274A1C-274

1C-272B

1C-272D

1C-272

1C-234

1C-230A

1C-230

1C-224

1C-228

1C-226A

1C-226

1C-225

1C-222A

1C-220

1C-222

1C-215

1C-216

1C-266

1C-270

1C-270A

1C-268

1C-216A

1C-218A

1C-218

1C-221

1C-219

1C-211

1C-209

1C-213

1C-205

1C-207A 1C-205A

1C-208

1C-272A

1C-243A

1C-240A

1C-242A

1C-272C

C1C-205

C1C-210D

C1C-211

C1C-207

C1C-208

C1C-206

C1C-205

C1C-204

1C-206

1C-204

ST-5

C1C-209

S-9 S-10

1C-203

1C-110

1C-108

1A-104A

1A-190C

1A-190A

1A-190

1A-100

1A-190D

C1A-104

C1A-108

1A-102

1A-104

1A-170

C1A-105

1A-112

1A-110

1A-110A

1A-160A

1A-114

C1A-107

C1A-100 C1A-101

C1A-102B

1A-200

CIA-102

P-16

P-15 P-14

P-13

ST-13

D-41A-186

1A-255A

1A-118 1A-160B

S-12

1A-705

1A-704

1A-800

1A-706

1A-708

1A-707

1A-709

D-5

C1A-103

1A-710

1A-190B

1A-660A

1A-660

1A-610D

1A-670C

1A-670B

1A-670

1A-610C 1A-610B

1A-610E

1A-680C 1A-610A

1A-600

1A-680B

1A-690B

1A-670D

1A-690A

1A-690

1A-680D

1A-680

1A-610

1A-670A

1A-660B 1A-632

1A-620

1A-680A

P-6

C1C-100

P-10 P-9

P-7 P-8

1A-640

ST-9

CIA-600

T-4

T-3

C1A-601

C1A-108

C1A-104

C1C-201

1C-325

1C-301

1C-321

S-12

1A-787

1A-786

1A-788

1A-789

1A-790

1A-791

D-3

1C-109C1C-109B1C-109A

1C-109 1C-109D

1C-312 1C-308

1C-356A

1C-358

1C-303

1C-317

1C-335 1C-331 1C-329

C1C-301

C1C-302

1C-311 1C-313 1C-315

1C-309 1C-307 1C-305

C1C-304

C1C-317

1C-300

1C-363A

IC-363D

1C-363C

1C-327A

1C-264

1C-361B

C1C-211

1C-234B1C-264A

1C-361A

S-9 S-10

S-8

C1C-200

S-7 S-6

1C-203

C1C-201

1C-201

C1C-315

ST-10

C1C-300

C1C-303

C1C-210

1C-365C

1C-365B

1C-365

1C-382

C1C-2101C-262C 1C-262D

C1C-211

1N5

1A-660B

P-6

ST-9

C1C-202

1C-2041C-205

1A-768

1C-323

1A-841

1C-314

1A-839

IA-851

1A-838IA-836

C1A-827

C1A-837

1C-300A

C1A-846

1C-376B

1C-360

1C-329A

C 1A

1A-850

1A-849

C1C-311

1C-333

1C-367

C1A-601

1C-362A

1C-369

1C-340

1C-3201C-368

1C-368B

1C-368C

1C-370

1C-354 1C-353

1C-352 1C-351

1C-350

1C-348 1C-346

1C-344

1C-334 1C-332 1C-328

1C-326 1C-336

1C-338A

1C-366

CIC-301

CIC-312

CIC-313

1C-364

1A-550

1A-551A

1A-5531A-551

1A-551B 1A-553B

1A-553A

1A-560A

1A-555

1A-560C

1A-560B

1A-560E1A-560D

1A-562

1A-590A1A-590

1A-580

1A-570

C1A-500

C1A-100

C1B-101

C1A-108

C1A-512

ST-11

T-6

D-1

ST-8

C1A-513

C1A-503

S-11

C1A-504

P-3 P-2 P-1

P-4 P-5

C1C-112

1A-397A

1A-395A

1B-302

1A-632

1B-117A

1B-1091B-117

C1A-102

1B-117B

1C-376A

1C-390 1C-375

1C-373

C1C-320

1C-379B

1C-379E

1C-379D 1C-379E

1C-379A

1C-379

1C-392J 1C-392L 1C-392I

1C-386C

1C-365B

1C-365A

1C-368D

1A-790A

1C-204A

1A-768

1A-767

1A-766

C1A-765

1A-772

1A-768A

1C-111

1B-119

C1A-502

1A-556

1A-560F

1A-560

1A-560C

1A-560B

1A-560E1A-560D

1A-562

1A-558

1A-562A

1A-562B

1A-560F

1A-560G

1A-536A

1A-536

1A-532A

1A-532

1A-530

1A-542

1A-538 C1A-511

1A-534

C1A-508

1A-541 1A-535 1A-533 1A-531 1A-517 1A-515 1A-513

1A-511 1A-509 1A-507 C1A-506

C1A-507

C1A-509

1A-502A

1A-502

1A-504

1A-508 1A-506

1A-510

1A-512

1A-514

1A-5161A-520

1A-522

1A-524

1A-528

C1A-505

1A-526

1A-200E

1C-356B

1C-362

C1B-108A

C1B-315A

C1B-301A

C1B-301B

1C-391

1A-744

1A-741C

1A-741A

1B-370

1B-372

1B-374

1B-376

1B-378

1B-377

1B-375

1B-395 1B-395B

1B-392D

1B-394

1B-392A

1B-367

1B-369

C1B-314

ST-6

1B-392A

1B-392B

1B-392C

1B-392E

1B-392

1B-322

1B-303

1B-301

1B-339

1B-344A

1B-345

1B-344

C1B-313

1B-302

1B-355

1B-353

1B-354

1C-143B

1C-243B

1A-757

1A-114A

1A-114B

CSWK

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UPS FEDX

4' -1

0"

FD

E

D C C

AWAY FROM DIR ECT

SUNLI GHT

FOR USE IN

AC

ENV IRONME NT

ONLY

S S

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TOWER 2 TOWER 3TOWER 1

COURTYARD COURTYARD COURTYARD

EXISTING BUILDING ENTRANCE

PROPOSED CRANE LOCATION

EXISTING BUILDING FOOTPRINT

TOWER ADDITION

A. IF ANY SITE DEMOLITION IS NECESSARY FOR

POSTITIONING CRANE AT TOWERS 1, 2, AND 3

CONTRACTOR IS RESPONSIBLE TO RESTORE TO

ORIGINAL CONDITION AFTER TOWER

CONSTRUCTION. THIS INCLUDES, BUT NOT LIMITED

TO, PICNIC AREA SLABS, GRASS AREAS,

LANDSCAPING AND EXTERIOR LIGHTING.

B. UNDERGROUND UTILITY LOCATIONS ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR WILL LOCATE ALL UTLITIES WITHIN

LIMITS OF EXCAVATION AND SUBMIT A REPORT TO

THE VA SUMMARIZING THE METHOD USED TO

INVESTIGATE UTILITY LOCATIONS AND WHAT WAS

FOUND.

C. LOADED CRANE - MAY NOT SWING OVER HOSPITAL.

D. CONSTRUCTION MATERIAL WILL NOT BE ABLE TO BE

"PICKED" DIRECTLY FROM STAGING AREA DUE TO

CRANE SWING. PIECES WILL HAVE TO BE

TRANSPORTED FROM STAGING AREA TO FREE

AREA FOR CRANE PICKUP.

E. ANY SLAB DAMAGE FROM CRANES, EXISTING SLAB

TO BE REMOVED TO NEXT CLOSEST TOOLED JOINT

AND REPLACED WITH NEW CONRETE WALK.

F. ANY STAGING AREAS NEEDED FOR MATERIALS TO

BE PICKED BY CRANE SHALL HAVE A 6' H CHAIN LINK

FENCE AROUND TO PREVENT VA STAFF AND

PATIENTS FROM ACCESSING.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:3

:1

A

M C

U s e rs

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

-3

H o u s to n -E

H R

M B ld g

-1 c k u rk u lG

V Y

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.r v t

BUILDING 100, TOWER CONSTRUCTION

LOGISTICS AND PHASING PLAN

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

2 90CMK

EHRM INFRASTRUCTURE

UPGRADES

JANUARY 14, 2025

580-22-700

WVS

100T A-100

100T

Scale: 1" = 30'-0"

TOWER CONSTRUCTON LOGISTICS PLAN

SITE LEGEND

NORTH

0 3015 60

1 TOWER 1 - APPROXIMATE PROPOSED LOCATION

FOR 160 TON, 160' MIN. JIB REACH, ROUGH TERRAIN

CRANE. IF MOBILE CRANE IS LEFT IN PLACE FOR

LONGER THAN ONE SHIFT, PROVIDE 6' HIGH CHAIN

LINK PANEL FENCING AROUND WITH SECURE GATE

ACCESS ONLY. FENCING TO BE AT LEAST 10' AWAY

FROM CRANE.

2 TOWER 2 - APPROXIMATE PROPOSED LOCATION

FOR 160 TON, 160' MIN. JIB REACH, ROUGH TERRAIN

CRANE. IF MOBILE CRANE IS LEFT IN PLACE FOR

LONGER THAN ONE SHIFT, PROVIDE 6' HIGH CHAIN

LINK PANEL FENCING AROUND WITH SECURE GATE

ACCESS ONLY. FENCING TO BE AT LEAST 10' AWAY

FROM CRANE.

3 TOWER 3 - APPROXIMATE PROPOSED LOCATION

FOR 160 TON, 160' MIN. JIB REACH, ROUGH TERRAIN

CRANE. IF MOBILE CRANE IS LEFT IN PLACE FOR

LONGER THAN ONE SHIFT, PROVIDE 6' HIGH CHAIN

LINK PANEL FENCING AROUND WITH SECURE GATE

ACCESS ONLY. FENCING TO BE AT LEAST 10' AWAY

FROM CRANE.

4 PROPOSED STAGING AREA LOCATION.

COORDINATE AREA AVAILABLE WITH COR. PROVIDE

2 TEMPORARY TOILETS AT EACH STAGING AREA. TO

REMAIN IN OPERATION FOR DURATION OF TOWER

CONSTRUCTION. PROVIDE CONSTRUCTION

FENCING - 6' HIGH CHAINLINK FENCE WITH VISION

SCREENING AROUND ENTIRE STAGING AREA.

PROVIDE (1) MINIMUM 10' DOUBLE ACTING GATE.

PHASING NOTES

1. CONSTRUCT TOWER 1 AND ASSOCIATED

COURTYARD WORK - COMPLETE WITH EGRESS

OUT ON FIRST FLOOR AND ALL EXTERIOR

MATERIALS INSTALLED. EGRESS MUST BE

OPERATIONAL PRIOR TO PROCEEDING TO

TOWER 2.

2. CONSTRUCT TOWER 2 AND ASSOCIATED

COURTYARD WORK - COMPLETE WITH EGRESS

OUT ON FIRST FLOOR AND ALL EXTERIOR

MATERIALS INSTALLED. EGRESS MUST BE

OPERATIONAL PRIOR TO PROCEEDING TO

TOWER 3.

3. CONSTRUCT TOWER 3 AND ASSOCIATED

COURTYARD WORK - COMPLETE WITH EGRESS

OUT ON FIRST FLOOR AND ALL EXTERIOR

MATERIALS INSTALLED. EGRESS MUST BE

OPERATIONAL.

W

AL

S S

S S

18.9192020.1

A-301

A-301

1C-116

EQ STOR

1C-218

TWO BR

1C-216

ONE BR

C1C-102

CORR

1C-118

TWO BR

1C-110

STORAGE

TYP.

TYP.

TO

A

LIG

N W

ITH

W

IN

D O

W E

D G E

16'-2" V

IF

100T A-501

TO

A

LI

G

N W

IT

H W

IN

D O

W E

D G

E

'-2

" V

IF

33 3

DN

DN

100T A-501

100T A-501

SIM.SIM.

SIM.

N.9

A-501

P

18.9192020.1

100T A-201

0T

A -2

100T A-201

A-301

A-301

1C-116

EQ STOR

1C-218

TWO BR

1C-216

ONE BR

1C-118

TWO BRT-101

T-101

TR

C1C-102

1C-110

STORAGE

C1C-102

CORR

DN

DN

TYP.

100T A-501

SIM

100T A-501

SIM

100T A-501

SIM

A-501

N.9

A-501

'-8

/2

P

P.1

E Q

E Q

E Q

E Q

E Q

E Q

90°

TYP.

TYP.

4 44

12 12

/2

/2

E Q

E Q

E Q

E Q

E Q

E Q

90°

135°

19.219.8

135° 135°

A. REFER TO SHEET 100T A-400 FOR TYPICAL TOWER

LAYOUT AND NOTES.

B. REFER TO SHEETS 100T A-471 AND 100T A-472 - FOR

DIMENSION PLANS.

C. REFER TO SHEET 100T A-473 - FOR EDGE OF SLAB

PLANS.

D. CONTRACTOR TO PROVIDE CONSTRUCTION

FENCING AND SIGNAGE FOR THE PUBLIC THAT AREA

IS NOT AN ENTRANCE OR EXIT POINT FOR DURATION

OF CONSTRUCTION. SEE PHASING NOTES SHEET

100T A-100.

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:3

:2

A

M C

U s e rs

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

-3

H o u s to n -E

H R

M B ld g

-1 c k u rk u lG

V Y

H

.r v t

BUILDING 100, FIRST FLOOR, SITE

WORK, TOWER 1

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

3 90CMK

EHRM INFRASTRUCTURE

UPGRADES

JANUARY 14, 2025

580-22-700

WVS

100T A-101

100T

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

TOWER 1 DEMOLITION SITE PLAN

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

TOWER 1 NEW SITE PLAN

1 NEW INTERIOR CONCRETE SLAB FLUSH WITH

EXISTING FINISH FLOOR OF HOSPITAL, SEE STRUCT

DWGS.

2 NEW 5" CONCRETE SLAB ON 6" AGGREGATE BASE.

SLOPE AWAY FROM BUILDING. BROOM FINISH -

CONTROL JOINTS AS SHOWN. COLOR ADMIXTURE

TO MATCH EXISTING PAVING COLOR.SAMPLE

REQUIRED. MAINTAIN POSITIVE DRAINAGE WITH

EXISTING PAVERS TO REMAIN.

3 NEW PLANTER WALL. POURED IN PLACE CONCRETE

FOUNDATION AND BACK UP WALL WITH NEW

GRANITE FACE AND CAP TO MATCH EXISTING.

4 FINISH END CAP CUT TO MATCH ADJACENT EDGE

PROFILE AND FINISH.

5 JOINTS - GRANITE FACE PIECE AND CAP METAL

FLASHING AT ALL HORIZONTAL JOINTS AT CAP.

SHOP DRAWINGS REQUIRED. GRANITE TO BE

SOURCED TO MATCH EXISTING AS CLOSE AS

POSSIBLE. SAMPLE TO BE APPROVED BY VA AND

A/E PRIOR TO ORDERING.

6 AFTER PLANTER WALL COMPLETION, BACKFILL

AREA WITH NEW TOPSOIL, FLUSH WITH

SURROUNDING SOIL SURFACE.

7 ALIGN FACE OF NEW PLANTER WALL WITH

EXISTING GRANITE WALL.

8 CONCRETE TUNNEL WALLS BELOW.

9 CONTROL JOINT, TOOL CUT.

10 CONTROL JOINT, SAWCUT.

11 HOLD NEW GRANITE FROM EXISTING BUILDING 1/2".

USE BACKER ROD AND SEALANT TO SEAL. SEALANT

COLOR TO MATCH COLOR OF GRANITE.

12 1/2" CLOSED CELL POLYPROPYLENE FOAM JOINT

FILLER, W/ 1/2" CONT BEAD OF SEALANT AT

SURFACE.

13 1/2" BITUMINOUS JOINT.

14 THERMAL BARRIER THRESHOLD. BASIS OF DESIGN

PEMKO 252_FG SERIES, ALUMINUM, THERMAL

BARRIER IN MIDDLE, WIDTH 1/2" PAST DOOR FRAME

BOTH SIDES.

15 GYP TO BE 1/4" AWAY FROM EXISTING BUILDING

FACE AND CAULK JOINT.

1 EXISTING TREES TO REMAIN, NOT TO BE DAMAGED.

2 EXISTING PLANTER WALLS TO REMAIN.

3 SAWCUT GRANITE, CONRETE BACKUP, AND

CONCRETE WALL TO 8" BELOW FINISH GRADE AND

DEMOLISH DASHED SECTIONS.

4 EXISTING STAIRS DOWN TO TUNNEL THAT LEADS

TO MAIN VEHICLE TUNNEL THROUGH HOSPITAL.

5 EXISTING PAVERS TO REMAIN.

6 REMOVE EXISTING MORTAR BED SET PAVERS AND

CONCRETE SLAB ON GRADE.

7 EXCAVATE DIRT TO PREPARE FOR NEW INFILL.

8 DEMOLISH PORTION OF GRANITE PLANTER WALL.

9 REMOVE EXISTING WINDOW ASSEMBLY.

10 REMOVE EXISTING DOOR AND FRAME.

11 TUNNEL WALLS BELOW FOR REFERENCE.

NORTH

0 2 4 8

NORTH

0 2 4 8

W

AL

SS

1313.914

1C-154

TWO BR

1B-164A

PVA OFF

1B-160

STORAGE

1B-158

PHYS

C1B-111

CORR

1B-154

W/C & SPEC

BED STOR

1B-150C

ASST CH

A-301

A-301

33 3

TYP.

TYP.

DN

DN

SIM.

SIM. SIM.

TO

A

LIG

N W

ITH

W

IN

D O

W E

D G E

16'-2" V

IF

TO

A

LI

G

N W

IT

H

W

IN

D O

W E

D G

E

'-2

" V

IF

100T A-501 ________ 1

100T A-501

100T A-501

A-501

N.9

P

1313.914

1C-154

TWO BR

1B-164A

PVA OFF

1B-160

STORAGE

1B-158

PHYS

C1B-111

CORR

1B-154

W/C & SPEC

BED STOR

1B-150C

ASST CH

T-102

TR

T-102

C1B-111A

CORR

A-301

A-301

C1B-111

100T A-202

100T A-501

SIM 2

100T A-501

SIM

100T A-501

SIM

A-501

DN

DN

TYP.

/2

/2

N.9

A-501

100T A-202

0T

A -2

P

P.1 E Q

E Q

E Q

TYP.

4 44

TYP.

12 E Q

E Q

E Q

90°

E Q

E Q

E Q

17'-1"

E Q

E Q

E Q

13.213.8

11'-8 1/2" 11 '-8

/2

135° 135°

A. REFER TO SHEET 100T A-400 FOR TYPICAL TOWER

LAYOUT AND NOTES.

B. REFER TO SHEETS 100T A-471 AND 100T A-472 - FOR

DIMENSION PLANS.

C. REFER TO SHEET 100T A-473 - FOR EDGE OF SLAB

PLANS.

D. CONTRACTOR TO PROVIDE CONSTRUCTION

FENCING AND SIGNAGE FOR THE PUBLIC THAT AREA

IS NOT AN ENTRANCE OR EXIT POINT FOR DURATION

OF CONSTRUCTION. SEE PHASING NOTES SHEET

100T A-100.

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:3

:2

A

M C

U s e rs

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

-3

H o u s to n -E

H R

M B ld g

-1 c k u rk u lG

V Y

H

.r v t

BUILDING 100, FIRST FLOOR, SITE

WORK, TOWER 2

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

4 90CMK

EHRM INFRASTRUCTURE

UPGRADES

JANUARY 14, 2025

580-22-700

WVS

100T A-102

100T

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1 NEW INTERIOR CONCRETE SLAB FLUSH WITH

EXISTING FINISH FLOOR OF HOSPITAL, SEE STRUCT

DWGS.

2 NEW 5" CONCRETE SLAB ON 6" AGGREGATE BASE.

SLOPE AWAY FROM BUILDING. BROOM FINISH -

CONTROL JOINTS AS SHOWN. COLOR ADMIXTURE

TO MATCH EXISTING PAVING COLOR.SAMPLE

REQUIRED. MAINTAIN POSITIVE DRAINAGE WITH

EXISTING PAVERS TO REMAIN.

3 NEW PLANTER WALL. POURED IN PLACE CONCRETE

FOUNDATION AND BACK UP WALL WITH NEW

GRANITE FACE AND CAP TO MATCH EXISTING.

4 FINISH END CAP CUT TO MATCH ADJACENT EDGE

PROFILE AND FINISH.

5 JOINTS - GRANITE FACE PIECE AND CAP METAL

FLASHING AT ALL HORIZONTAL JOINTS AT CAP.

SHOP DRAWINGS REQUIRED. GRANITE TO BE

SOURCED TO MATCH EXISTING AS CLOSE AS

POSSIBLE. SAMPLE TO BE APPROVED BY VA AND

A/E PRIOR TO ORDERING.

6 AFTER PLANTER WALL COMPLETION, BACKFILL

AREA WITH NEW TOPSOIL, FLUSH WITH

SURROUNDING SOIL SURFACE.

7 ALIGN FACE OF NEW PLANTER WALL WITH

EXISTING GRANITE WALL.

8 CONCRETE TUNNEL WALLS BELOW.

9 CONTROL JOINT, TOOL CUT.

10 CONTROL JOINT, SAWCUT.

11 HOLD NEW GRANITE FROM EXISTING BUILDING 1/2".

USE BACKER ROD AND SEALANT TO SEAL. SEALANT

COLOR TO MATCH COLOR OF GRANITE.

12 1/2" CLOSED CELL POLYPROPYLENE FOAM JOINT

FILLER, W/ 1/2" CONT BEAD OF SEALANT AT

SURFACE.

13 1/2" BITUMINOUS JOINT.

14 THERMAL BARRIER THRESHOLD. BASIS OF DESIGN

PEMKO 252_FG SERIES, ALUMINUM, THERMAL

BARRIER IN MIDDLE, WIDTH 1/2" PAST DOOR FRAME

BOTH SIDES.

15 GYP TO BE 1/4" AWAY FROM EXISTING BUILDING

FACE AND CAULK JOINT.

1 EXISTING TREES TO REMAIN, NOT TO BE DAMAGED.

2 EXISTING PLANTER WALLS TO REMAIN.

3 SAWCUT GRANITE, CONRETE BACKUP, AND

CONCRETE WALL TO 8" BELOW FINISH GRADE AND

DEMOLISH DASHED SECTIONS.

4 EXISTING STAIRS DOWN TO TUNNEL THAT LEADS

TO MAIN VEHICLE TUNNEL THROUGH HOSPITAL.

5 EXISTING PAVERS TO REMAIN.

6 REMOVE EXISTING MORTAR BED SET PAVERS AND

CONCRETE SLAB ON GRADE.

7 EXCAVATE DIRT TO PREPARE FOR NEW INFILL.

8 DEMOLISH PORTION OF GRANITE PLANTER WALL.

9 REMOVE EXISTING WINDOW ASSEMBLY.

10 REMOVE EXISTING DOOR AND FRAME.

11 TUNNEL WALLS BELOW FOR REFERENCE.

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

TOWER 2 DEMOLITION SITE PLAN

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

TOWER 2 NEW SITE PLAN

NORTH

0 2 4 8

NORTH

0 2 4 8

W

AL

SS

6.9788.1

1B-220

TWO BR

1B-216

TRANS EQ STOR

1B-120

TWO BR

1B-114

QUIET

1B-110

OFFICE

1B-210

CONFERENCE

RM

A-301

A-301

3 3

TO

A

LIG

N W

ITH

W

IN

D O

W E

D G E

16'-2" V

IF

TO

A

LI

G

N W

IT

H

W

IN

D O

W E

D G

E

'-2

" V

IF

100T A-501

100T A-501

100T A-501

SIM.

SIM.

SIM.

A-501

TYP.

TYP.

DN

DN

N.9

P

0T

A -2

6.9788.1

1B-220

TWO BR

1B-216

TRANS EQ STOR

1B-120

TWO BR

1B-114

QUIET

1B-110

OFFICE

T-103

TR

1B-210

CONFERENCE

RM

T-103

C1B-103A

CORR 2

A-301

A-301

100T A-201

C1B-103A

4 44

5 2

100T A-501

100T A-501 ________2

100T A-501

A-501

SIM

SIM

SIM

TYP.

TYP.

DN

DN

N.9

A-501

0T

A -2

100T A-201

17'-1"

P

P.1

'-8

/2

90°

TYP.

90°

/2

11'-8 1/2"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

7.27.8

0T

A -2

15 15

135° 135°

A. REFER TO SHEET 100T A-400 FOR TYPICAL TOWER

LAYOUT AND NOTES.

B. REFER TO SHEETS 100T A-471 AND 100T A-472 - FOR

DIMENSION PLANS.

C. REFER TO SHEET 100T A-473 - FOR EDGE OF SLAB

PLANS.

D. CONTRACTOR TO PROVIDE CONSTRUCTION

FENCING AND SIGNAGE FOR THE PUBLIC THAT AREA

IS NOT AN ENTRANCE OR EXIT POINT FOR DURATION

OF CONSTRUCTION. SEE PHASING NOTES SHEET

100T A-100.

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:3

:3

A

M C

U s e rs

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

-3

H o u s to n -E

H R

M B ld g

-1 c k u rk u lG

V Y

H

.r v t

BUILDING 100, FIRST FLOOR, SITE

WORK, TOWER 3

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

5 90CMK

EHRM INFRASTRUCTURE

UPGRADES

JANUARY 14, 2025

580-22-700

WVS

100T A-103

100T

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1 NEW INTERIOR CONCRETE SLAB FLUSH WITH

EXISTING FINISH FLOOR OF HOSPITAL, SEE STRUCT

DWGS.

2 NEW 5" CONCRETE SLAB ON 6" AGGREGATE BASE.

SLOPE AWAY FROM BUILDING. BROOM FINISH -

CONTROL JOINTS AS SHOWN. COLOR ADMIXTURE

TO MATCH EXISTING PAVING COLOR.SAMPLE

REQUIRED. MAINTAIN POSITIVE DRAINAGE WITH

EXISTING PAVERS TO REMAIN.

3 NEW PLANTER WALL. POURED IN PLACE CONCRETE

FOUNDATION AND BACK UP WALL WITH NEW

GRANITE FACE AND CAP TO MATCH EXISTING.

4 FINISH END CAP CUT TO MATCH ADJACENT EDGE

PROFILE AND FINISH.

5 JOINTS - GRANITE FACE PIECE AND CAP METAL

FLASHING AT ALL HORIZONTAL JOINTS AT CAP.

SHOP DRAWINGS REQUIRED. GRANITE TO BE

SOURCED TO MATCH EXISTING AS CLOSE AS

POSSIBLE. SAMPLE TO BE APPROVED BY VA AND

A/E PRIOR TO ORDERING.

6 AFTER PLANTER WALL COMPLETION, BACKFILL

AREA WITH NEW TOPSOIL, FLUSH WITH

SURROUNDING SOIL SURFACE.

7 ALIGN FACE OF NEW PLANTER WALL WITH

EXISTING GRANITE WALL.

8 CONCRETE TUNNEL WALLS BELOW.

9 CONTROL JOINT, TOOL CUT.

10 CONTROL JOINT, SAWCUT.

11 HOLD NEW GRANITE FROM EXISTING BUILDING 1/2".

USE BACKER ROD AND SEALANT TO SEAL. SEALANT

COLOR TO MATCH COLOR OF GRANITE.

12 1/2" CLOSED CELL POLYPROPYLENE FOAM JOINT

FILLER, W/ 1/2" CONT BEAD OF SEALANT AT

SURFACE.

13 1/2" BITUMINOUS JOINT.

14 THERMAL BARRIER THRESHOLD. BASIS OF DESIGN

PEMKO 252_FG SERIES, ALUMINUM, THERMAL

BARRIER IN MIDDLE, WIDTH 1/2" PAST DOOR FRAME

BOTH SIDES.

15 GYP TO BE 1/4" AWAY FROM EXISTING BUILDING

FACE AND CAULK JOINT.

1 EXISTING TREES TO REMAIN, NOT TO BE DAMAGED.

2 EXISTING PLANTER WALLS TO REMAIN.

3 SAWCUT GRANITE, CONRETE BACKUP, AND

CONCRETE WALL TO 8" BELOW FINISH GRADE AND

DEMOLISH DASHED SECTIONS.

4 EXISTING STAIRS DOWN TO TUNNEL THAT LEADS

TO MAIN VEHICLE TUNNEL THROUGH HOSPITAL.

5 EXISTING PAVERS TO REMAIN.

6 REMOVE EXISTING MORTAR BED SET PAVERS AND

CONCRETE SLAB ON GRADE.

7 EXCAVATE DIRT TO PREPARE FOR NEW INFILL.

8 DEMOLISH PORTION OF GRANITE PLANTER WALL.

9 REMOVE EXISTING WINDOW ASSEMBLY.

10 REMOVE EXISTING DOOR AND FRAME.

11 TUNNEL WALLS BELOW FOR REFERENCE.

NORTH

0 2 4 8

NORTH

0 2 4 8

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

TOWER 3 DEMOLITION SITE PLAN

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

TOWER 3 NEW SITE PLAN

W

AL

A-501

A-501

UP

UP

3 3

4 4

4 4

6 6

P

P.1

19.219.8

100T A-501

A-501

UP

UP

P

5 5

A. CORE DRILL EXITWAY CEILING SLAB TO

ACCOMODATE CHILLED WATER SUPPLY AND

RETURN LINES. TO BE LOCATED WITHIN TR ROOM

AVOID PERIMETER TURN DOWN SLAB OF TOWER

FIRST FLOOR.

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

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.

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

Date Checked Drawn

/1

/2

:3

:3

A

M C

U s e rs

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

-3

H o u s to n -E

H R

M B ld g

-1 c k u rk u lG

V Y

H

.r v t

BUILDING 100, BASEMENT EXITWAY

TUNNEL PLANS, TOWER 1

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

BID DOCUMENTS

21-313

6 90CMK

EHRM INFRASTRUCTURE

UP…