580-18-122 Renovate CLC Unit 1C - Project Drawings.pdf

AREA OF WORK

COMMUNITY LIVING CENTER, UNIT 1C

OLD SPANISH TRAIL

VETERANS HOSPITAL 5 DRIVE

A L

M E

D A

R O

A D

PROJECT LOCATION

MICHAEL E. DEBAKEY VA MEDICAL CENTER

BUILDING 100

UNIT 1C

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100COVER SHEET

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

BID DOCUMENTS

RENOVATE CLC UNIT 1C, BUILDING 100

GI000

DEPARTMENT OF VETERANS AFFAIRS

580-18-122

VA PROJECT NUMBER: 580-18-122

BID DOCUMENTS

N

NUMBER SHEET NAME

[01] GENERAL

1 GI000 COVER SHEET

2 GI001 GENERAL INFORMATION

3 GI102 LIFE SAFETY

4 GI103 PHASING

5 GI104 ALTERNATE OPTIONS

6 GI105 VERTICAL AND HORIZONTAL ASSEMBLIES

[02] ARCHITECTURAL

7 AD100 ARCHITECTURAL DEMOLITION PLAN

8 AD200 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN

9 AE100 ARCHITECTURAL FLOOR PLAN

10 AE102 ARCHITECTURAL FLOOR PLAN - FF&E

11 AE103 ARCHITECTURAL FLOOR PLAN - FINISHES

12 AE104 ARCHITECTURAL FLOOR PLAN - SIGNAGE

13 AE200 ARCHITECTURAL REFLECTED CEILING PLAN

14 AE300 ARCHITECTURAL ENLARGED PLANS AND ELEVATIONS

15 AE301 ARCHITECTURAL ENLARGED PLANS AND ELEVATIONS

16 AE302 ARCHITECTURAL ENLARGED PLANS AND ELEVATIONS

17 AE400 ARCHITECTURAL DETAILS - DOORS & WINDOWS

18 AE401 ARCHITECTURAL DETAILS

19 AE402 ARCHITECTURAL DETAILS

[03] FIRE PROTECTION

20 FA000 FIRE ALARM LEGEND

21 FAD101 FIRE ALARM FIRST FLOOR DEMOLITION PLAN

22 FA101 FIRE ALARM FIRST FLOOR PLAN

[04] PLUMBING

23 P-000 PLUMBING LEGEND

24 PLD-101 PLUMBING DEMOLITION PLAN - FIRST FLOOR

25 PLD-102 PLUMBING DEMOLITION PLAN - FIRST FLOOR INTERSTITIAL

26 PL-100 PLUMBING PLAN - BASEMENT INTERSTITIAL

27 PL-101 PLUMBING PLAN - FIRST FLOOR

28 PL-102 PLUMBING PLAN - FIRST FLOOR INTERSTITIAL

29 P-401 PLUMBING ENLARGED PLANS

30 P-501 PLUMBING DETAILS

31 P-601 PLUMBING SCHEDULES

[05] MECHANICAL

32 M000 MECHANICAL LEGEND

33 MHD101 MECHANICAL HVAC DEMOLITION FLOOR PLAN

34 MPD101 MECHANICAL PIPING DEMOLITION FLOOR PLAN

35 MHT101 MECHANICAL HVAC TEMPORARY DUCT AND PIPING PLAN

36 MH101 MECHANICAL HVAC FLOOR PLAN

37 MH102 MECHANICAL HVAC INTERSTITIAL PLAN

38 MP101 MECHANICAL PIPING FLOOR PLAN

39 M401 MECHANICAL ENLARGED PLANS

40 M501 MECHANICAL DETAILS

41 M601 MECHANICAL SCHEDULES

42 M701 HVAC PIPING DIAGRAMS

43 M801 MECHANICAL INSTRUMENTATION - CONTROLS

[06] ELECTRICAL

44 E-000 ELECTRICAL LEGEND

45 ELD101 ELECTRICAL LIGHTING FIRST FLOOR DEMOLITION PLAN

46 EPD101 ELECTRICAL POWER FIRST FLOOR DEMOLITION PLAN

47 EL101 ELECTRICAL LIGHTING FIRST FLOOR PLAN

48 EP101 ELECTRICAL POWER FIRST FLOOR PLAN

49 EQ101 ELECTRICAL MECHANICAL EQUIPMENT FIRST FLOOR PLAN

50 E-501 ELECTRICAL DETAILS

51 E-601 ELECTRICAL ONE-LINE DIAGRAM

52 E-602 ELECTRICAL SCHEDULES

53 E-603 ELECTRICAL SCHEDULES

54 E-701 LIGHTING CONTROL DIAGRAMS

[07] TECHNOLOGY

55 T-000 TECHNOLOGY LEGEND

56 TD101 TECHNOLOGY FIRST FLOOR DEMOLITION PLAN

57 T-101 TECHNOLOGY FIRST FLOOR PLAN

58 TY101 SECURITY FIRST FLOOR PLAN

59 T-501 TECHNOLOGY SCHEDULES AND DETAILS

TOTAL SHEETS: 59

N

Revision # Date jet Image

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

VOLUNTARY STANDARD BODIES.

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

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) (2018) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• NFPA 101 LIFE SAFETY CODE (2018) (SEE NOTES BELOW)

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

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

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC) (2017)

• INTERNATIONAL PLUMBING CODE (IPC) (2018)

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

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318) MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW

LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

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

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

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

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION.

THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS

ARE DIFFERENT).

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

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ACT (SP) ACOUSTICAL CEILING TILE (WITH SPRAYED PLASTIC FINISH)

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ADC AUTOMATIC DOOR CLOSER

ADH ADHESIVE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

ABG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALUM ALUMINUM

AR AS REQUIRED

ASB ASBESTOS

AWT ACOUSTICAL WALL TREATMENT

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

ELEC ELECTRIC

EA EACH

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTINGUISHER

ETR EXISTING TO REMAIN

F FEMALE

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF&E FURNITURE, FIXTURE, & EQUIPMENT

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATING, FIRE RESISTANCE, OR FRAME

FT FEET OR FOOT

FURR FURRING

FV FIELD VERIFY

SC SEALED CONCRETE

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SIM SIMILAR

SPEC SPECIFICATION

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STRUCT STRUCTURAL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

T&G TONGUE AND GROOVE

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM ALL ITEMS REQUIRED BASED UPON

THE OVERALL DESIGN INTENT OF THE ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK TO CONFIRM THE ACCURACY OF THE DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL

DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT

ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE CONSTRUCTION WORK. PROVIDE DUST

PROOFING ENCLOSURES TO SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK.

SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR REPLACED BACK TO ITS ORIGINAL

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT PARTICULATE MATERIAL FROM

EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE ADEQUATE LIGHTING LEVELS FOR

CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR.

MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER.

INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION DOCUMENTS.

ROOM NAME, NUMBER

AND SQUARE FEET

X'-X"

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

PLAN NORTH ARROW WITH TRUE NORTH

ELEVATION INDICATOR,

INTERIOR/EXTERIOR

BUILDING SECTION

INDICATOR

ELEVATION INDICATOR

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DIMENSION LINE

CENTER LINE

1 1/2"

MATCH LINE

N

1A

A

A

CORNER GUARDCG

A101

DETAIL INDICATOR

1 / A101

SIM

Name

150 SF

A101

SIM

A101

SIM

WINDOW TYPE

1A

A SUMMARY OVERVIEW OF THE PROJECT OBJECTIVES INCLUDES:

RESIDENT ROOMS

• REPLACE THE EXISTING RADIANT HEAT PANEL SYSTEM WITH CONVENTIONAL

HVAC AND TU BOXES WITH REHEAT.

• REPLACE CEILING MOUNTED RADIANT HEAT PANELS WITH 2'-0 x 2'-0"

ACOUSTICAL CEILING GRID AND TILE.

• PROVIDE NEW LED LIGHTING IN NEW CEILING GRID.

• UPDATE FLOOR FINISHES.

• PROVIDE ADDITIONAL ELECTRICAL OUTLETS.

NURSING CORE AND SUPPORT SPACES

• RENOVATE AND UPGRADE CORE AND SUPPORT SPACES TO ALIGN WITH THE

NEEDS OF THE COMMUNITY LIVING CENTER PER THE VA DESIGN GUIDE AND

FACILITY-SPECIFIC PROGRAMMING REQUIREMENTS.

MULTIFUNCTION SPACE

• RENOVATE AND UPGRADE THE MULTIFUNCTION SPACE TO ALIGN WITH THE

NEEDS OF THE COMMUNITY LIVING CENTER PER THE VA DESIGN GUIDE AND

FACILITY-SPECIFIC PROGRAMMING REQUIREMENTS.

• PROVIDE AN ADDITIONAL KITCHEN / SERVING SPACE WITH DIRECT ACCESS TO

THE DINING AREA.

LAV LAVATORY

LF LINEAR FEET (FOOT)

LVR LOUVER

LF LINEAR FEET (FOOT)

MAX MAXIMUM

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

OC ON CENTER

OPP OPPOSITE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

CODES, STANDARDS, AND EXECUTIVE ORDERS ENERGY REQUIREMENTS

ADA MOUNTING HEIGHTS AND CLEARANCES

SYMBOLS LEGENDPROJECT DESCRIPTION

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) (2018)

BUILDING LOCATION: HOUSTON, TEXAS, USA

CLIMATE ZONE (FIGURE C301.1): ZONE 2A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS

SHALL BE A MAXIMUM OF 72 DEGREES FAHRENHEIT AND MINIMUM OF 75 DEGREES FAHRENHEIT

FOR COOLING.

BUILDING ENVELOPE REQUIREMENTS (C402):

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE C402.2):

ROOFS

INSULATION ENTIRELY ABOVE DECK:

METAL BUILDINGS (W/ R-5 THERMAL BLOCKS):

ATTIC AND OTHER:

WALLS, ABOVE GRADE

MASS:

METAL BUILDING:

METAL FRAMED:

WOOD FRAMED AND OTHER:

WALLS, BELOW GRADE

BELOW-GRADE WALL:

FLOORS

MASS:

JOIST/FRAMING:

SLAB-ON-GRADE

UNHEATED SLABS:

HEATED SLABS:

OPAQUE DOORS

SWINGING:

ROLL-UP OR SLIDING:

FENESTRATION (TABLE C402.3):

VERTICAL FENESTRATION

U-FACTOR

FIXED FENESTRATION:

OPERABLE FENESTRATION:

ENTRANCE DOORS:

SHGC

SHGC

SKYLIGHTS

U-FACTOR

SHGC

MAXIMUM AREA (C402.3.1)

THE VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE DOORS AND

OPAQUE SPANDREL PANELS) SHALL NOT EXCEED 30 PERCENT OF THE GROSS

ABOVE-GRADE WALL AREA. THE SKYLIGHT AREA SHALL NOT EXCEED 3 PERCENT

OF THE GROSS ROOF AREA.

REQUIRED AS DESIGNED

R-25ci N/A N/A

R-5.7ci N/A N/A N/A

N/A

N/A N/A

N/A N/A

U-0.61 N/A

0.50 N/A 0.83

0.25

N/A N/A

BAT BATTEN

BEV BEVEL

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BTWN BETWEEN

CAC CEILING ATTENUATION CLASS

CB CORNER BEAD

CBB CEMENTITIOUS BACKER BOARD

CCTV CLOSED CIRCUIT TELEVISION

C / C CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CONT CONTINUE OR CONTINUOUS

CR CARD READER

GA GAGE

GALV GALVANIC OR GALVANIZED

GB GRAB BAR

GD GUARD

GL GLASS

GT GROUT

GWB GYPSUM WALLBOARD

HDR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HT HEIGHT

IN INCH OR INCHES

KPL KICKPLATE

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAL QUALITY

R RADIUS OR RISER

RCP REFLECTED CEILING PLAN

RECPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES

V / C VA PROVIDED / CONTRACTOR INSTALLED

V / V VA PROVIDED / VA INSTALLED

W/ WITH

W/O WITHOUT

WC WALL COVERING OR WATER CLOSET

WD WOOD

WDW WINDOW

WR WASTE RECEPTACLE

X BRACE CROSS BRACE

NFPA 101-2018 EDITION

PROJECT AREA

15,407 GROSS SQFT

SPRINKLER SYSTEM

BUILDING IS FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13

CONSTRUCTION TYPE

IBC (2018) TYPE II-A

NFPA 101 (2018) TYPE II (111)

OCCUPANCY CLASSIFICATION: HEALTHCARE OCCUPANCY

IBC (2018) - I-2

FIRE RESISTANCE RATINGS - NFPA 220 (2018)

EXTERIOR BEARING WALLS 1HR

INTERIOR BEARING WALLS 1HR

COLUMNS 1HR

BEAMS, GIRDERS, TRUSSES 1HR

FLOOR/CEILING ASSEMBLIES 1HR

INTERIOR NON-BEARING WALLS 0 HR

EXTERIOR NON-BEARING WALLS 0HR

FIRE-RESISTIVE REQUIREMENTS

NON COMBUSTIBLE MATERIALS FOR INTERIOR NON-BEARING WALLS.

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE RIGID

INSULATION

EXTRUDED POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM SHEATHING

EXTERIOR CEMENT BOARD

COATED GLASS MAT WATER RESISTANT GYP BD

PLYWOOD

COVER BOARD

SPRAY-APPLIED CLOSED CELL

INSULATION

18" MIN.

M

IN

FRONT

APPROACH,

PULL SIDE

36" MIN.

M

IN

HINGE

APPROACH,

PULL SIDE

HINGE

APPROACH,

PULL SIDE

*12" MIN.

M

IN

FRONT

APPROACH,

PUSH SIDE

*12" MIN.

M

IN

. HINGE

APPROACH,

PUSH SIDE

22" MIN. 24" MIN.*4

M

IN

. LATCH

APPROACH,

PULL SIDE

24" MIN.

*4

M

IN

. LATCH

APPROACH,

PUSH SIDE

*IF BOTH CLOSER AND LATCH ARE PROVIDED

*54" MIN. IF CLOSER IS PROVIDED

*48" IF CLOSER IS PROVIDED*IF BOTH CLOSER AND LATCH ARE PROVIDED

**48" MIN. IF BOTH CLOSER AND LATCH PROVIDED

FRONT

APPROACH,

PUSH SIDE

M

IN

M

IN

42" MIN.

M A

X

M A

X

M A

X

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL BLOCKING FOR ALL WALL MOUNTED

ACCESSORIES, FIXTURES, AND EQUIPMENT.

2. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER FINISHED FLOOR TO THE

OPERABLE PART OF THE FIXTURE.

3. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL FIXTURES MAY BE USED.

REFER TO SPECIFICATIONS FOR FIXTURE TYPES USED IN THIS PROJECT.

4. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE, BACKING TO BE PROVIDED AS

SHIM FOR FLUSH APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

M

IN

SHOWER

VA TURNING RADIUS BARIATRIC TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

M A

X

SOAP

DISPENSER

M A

X

M A

X

17 MIN

/4

M

IN

M A

X

1'-5 1/2" MIN

WALL

M A

X

M A

X

1'-6" MIN

7 1/2" MIN

WALL

LAVATORY

WITH APRON

M A

X

1'-6" MIN

URINAL

WALL

1'-6"

CLEAR FLOOR

5'-0"

CLEAR FLOOR

4'-8"

2'-11 3/4" MIN

11 1/2" 3'-6 1/2" MIN 1'-0"

4'-6 1/4" MIN

M

IN

WALLWALL

/4

M A

X

WALL HOOK

CLOCK

WALL

ø 5'-6" ø 6'-0"

FINISHED

FLOOR

CLEAR FLOOR SPACE AT

WATER CLOSETS

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT > 40LBS

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT < 40LBS

M A

X

M A

X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

5'-0"

CLEAR FLOOR SPACE AT

ADA DRINKING FOUNTAIN

2'-6"

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100GENERAL INFORMATION

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

GI001

580-18-122

BID DOCUMENTS

Revision # Date

SMOKE COMPARTMENT EXIT

EGRESS PATH

GENERAL NOTES - LIFE SAFETY

FEC FIRE EXTINGUISHER CABINET

xx" xx" xx" xx

D

ACTUAL CLEAR WIDTH

REQUIRED CLEAR WIDTH

ACTUAL EGRESS

MAXIMUM EGRESS CAPACITY

EGRESS COMPONENT

(D)DOOR (S)STAIRWAY

LIFE SAFETY LEGEND

ILLUMINATED EXIT SIGN

1. CONTRACTOR SHALL CAREFULLY REVIEW ALL APPLICABLE DESIGN CRITERIA, THESE DRAWINGS, AND THE PROJECT SPECIFICATIONS FOR IMPORTANT QUALIFICATION, DEFINITION, SUBMITTAL, PRODUCT, INSTALLATION, AND TESTING REQUIREMENTS.

2. ALL SUBMITTALS, INSTALLATION, AND TESTING SHALL BE COMPLETED IN A NEAT, WORKMAN-LIKE MANNER.

3. PRODUCT, DESIGN, INSTALLATION, AND TESTING ALTERNATE APPROACHES AND/OR SUBSTITUTIONS WILL BE CONSIDERED BY THE

ENGINEER IF THE CONTRACTOR PROVIDES WRITTEN, WELL-DOCUMENTED, ENGINEERING-BASED SUBSTANTIATION FOR PROPOSED

ALTERNATIVE.

4. AUDIBILITY DESIGN GOALS SHALL BE CONFIRMED BY MEASUREMENT WITH CALIBRATED TEST EQUIPMENT. IF RESULTS INDICATE THAT ADDITIONAL NOTIFICATION APPLIANCES, THE CONTRACTOR SHALL ADD THEM AT NO ADDITIONAL COST.

5. THE EXPECTED AMBIENT SOUND PRESSURE LEVELS ARE AS FOLLOWS:

• OFFICES, RESTROOMS, RESIDENT ROOMS, CIRCULATION AREAS: 55 dBA

• MECHANICAL EQUIPMENT AREAS: 85 dBA

6. THE DESIGN GOAL IS FOR THE ALERT TONE PRECEDING THE VOICE MESSAGE TO REACH THE FOLLOWING SOUND PRESSURE LEVELS

(PUBLIC MODE):

• OFFICES, RESTROOMS, RESIDENT ROOMS, CIRCULATION AREAS: 70 dBA

• MECHANICAL EQUIPMENT AREAS: 100 dBA

7. SPEAKERS MAY BE FIELD-LOCATED WITHIN 6 FT OF THE LOCATION INDICATED ON THE APPROVED DESIGN WITHOUT CONSULTING THE

ENGINEER.

8. CLEAR STROBES SHALL BE PROVIDED WHERE INDICATED ON THE APPROVED DESIGN.

9. STROBES MAY BE FIELD-LOCATED WITHIN 3 FT OF THE LOCATION INDICATED ON THE APPROVED DESIGN WITHOUT CONSULTING THE

ENGINEER.

10. INITIATING DEVICES MAY BE FIELD-LOCATED WITHIN 3 FT OF THE LOCATION INDICATED ON THE APPROVED DESIGN WITHOUT CONSULTING

THE ENGINEER.

11. ALL CIRCUITS SHALL BE PROVIDED IN CONDUIT IN ACCORDANCE WITH NFPA 70 AND THE CONDUIT LISTING.

12. CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTING IN ACCORDANCE WITH THE APPLICABLE DESIGN CRITERIA AND THE

EQUIPMENT MANUFACTURER'S INSTRUCTIONS, UNO.

13. CONTRACTOR SHALL PERFORM TESTING AND PROVIDE DOCUMENTATION PRIOR TO REQUESTING ENGINEER'S PRESENCE TO WITNESS

TESTING, UNO.

NOT IN CONTRACT

OCCUPANT LOAD FACTORS SQFT / PERSON

ASSEMBLY (UNCONCENTRATED) 15 NET SQFT

BUSINESS (CONCENTRATED) 50 SQFT

BUSINESS (OFFICES) 150 SQFT

SLEEPING 120 SQFT

STORAGE 500 SQFT

INPATIENT TREATMENT 240 SQFT

TOTAL OCCUPANT LOAD

243 OCCUPANTS

OCCUPANCY AND EGRESS

75'-0" RADIUS MEASURED FROM

FIRE EXTINGUISHER CABINET LOCATION

NOTE

REFERENCE FIRE PROTECTION PLANS FOR LOCATIONS OF

FIRE ALARM PULL STATIONS, AUDIBLE AND VISUAL STROBES,

SPEAKERS, DOOR HOLDERS, AND SMOKE DETECTORS.

EGRESS COMPONENTS

MINIMUM REQUIRED DOOR WIDTH = 32" MIN.

MINIMUM REQUIRED WIDTH OF EGRESS COMPONENTS = (243 OCC. X 0.2"/OCC.) = 49"

ACUTAL EGRESS COMPONENT WIDTH PROVIDED = 253.5"

MAXIMUM COMMON PATH OF TRAVEL

100'-0"

MAXIMUM TRAVEL DISTANCE

200'-0"

MAXIMUM DEAD-END CORRIDOR

30'-0"

1 HOUR FIRE / SMOKE

2 HOUR FIRE / SMOKE

ROOM SCHEDULE - LIFE SAFETY

FIRE ALARM PULL-STATIONFA P-S

TRAVEL

DIS

TANCE

8'

- 0"

TRAVEL

DIS

TANCE

5'-

0"

1,433 SF

MECHANICAL

BAY 3

1C-138A

310 SF

LOUNGE,

STAFF

106 SF

NURSE

LEADER

105 SF

NURSE

PRAC

209 SF

DEN

79 SF

UTILITY,

CLEAN

1,600 SF

ACTIVIY ROOM,

MULTIPURPOSE

110 SF

MED

ROOM

64 SF

TOILET

82 SF

TOILET

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

HAC

[NIC]

BATHING FACILITY

[NIC]

TOILET

[NIC]

KITCHEN

[NIC]

HAC

[NIC]

323 SF

RESIDENT

ROOM

1C-118

314 SF

RESIDENT

ROOM

1C-120

314 SF

RESIDENT

ROOM

1C-122

318 SF

RESIDENT

ROOM

1C-124

318 SF

RESIDENT

ROOM

1C-126

314 SF

RESIDENT

ROOM

1C-126B

229 SF

RESIDENT

ROOM

1C-130

207 SF

RESIDENT

ROOM

1C-134 319 SF

RESIDENT

ROOM

1C-140

314 SF

RESIDENT

ROOM

1C-142

314 SF

RESIDENT

ROOM

1C-144

318 SF

RESIDENT

ROOM

1C-146

318 SF

RESIDENT

ROOM

1C-148

314 SF

RESIDENT

ROOM

1C-150

314 SF

RESIDENT

ROOM

1C-152

315 SF

RESIDENT

ROOM

1C-154

D

32" 81"

84"

62 SF

CLEAN

SUPPLY

242 SF

STORAGE

197 SF

WAITING

327 SF

CORRIDOR

926 SF

CORRIDOR

750 SF

CORRIDOR

89 SF

KITCHEN

156 SF

WAITING

183 SF

NURSE

WORK

AREA

110 57 SF

CLEAN

LINEN

92 SF

COPY

87 SF

LAUNDRY

78 SF

NURSE

WORKSTATON

ALCOVE

ALCOVE

ALCOVE

ALCOVE

D

D

1A

1A

1A 1A

1A

1A

1A

1A1A

1A

1A 1A

1A

1A

D

32" 81"

422.5

84"

D

32" 81"

422.5

84"

FEC

FA P-S

FEC

FEC

FA P-S

FA P-S FA P-S

1C

FIRST FLOOR

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100LIFE SAFETY

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

GI102

580-18-122

BID DOCUMENTS

1/8" = 1'-0"1

FLOOR PLAN - LIFE SAFETY

NUMBER NAME AREA LOAD FACTOR OCCUPANT LOAD

1C-111 KITCHEN 374 SF 150 FT² 4

1C-111A HAC 40 SF 500 FT² 1

1C-118 RESIDENT ROOM 323 SF 120 FT² 2

1C-118A RESIDENT, TOILET 54 SF 120 FT² 1

1C-120 RESIDENT ROOM 314 SF 120 FT² 2

1C-122 RESIDENT ROOM 314 SF 120 FT² 2

1C-122A RESIDENT, TOILET 54 SF 120 FT² 1

1C-124 RESIDENT ROOM 318 SF 120 FT² 2

1C-126 RESIDENT ROOM 318 SF 120 FT² 2

1C-126A RESIDENT, TOILET 54 SF 120 FT² 1

1C-126B RESIDENT ROOM 314 SF 120 FT² 2

1C-130 RESIDENT ROOM 229 SF 120 FT² 2

1C-130A RESIDENT, TOILET 43 SF 120 FT² 1

1C-132 HAC 40 SF 500 FT² 1

1C-134 RESIDENT ROOM 207 SF 120 FT² 2

1C-138A MECHANICAL BAY 3 1,433 SF 500 FT² 3

1C-140 RESIDENT ROOM 319 SF 120 FT² 2

1C-140A RESIDENT, TOILET 54 SF 120 FT² 1

1C-142 RESIDENT ROOM 314 SF 120 FT² 2

1C-143 BATHING 292 SF 240 FT² 1

1C-143A BATHING, TOILET 47 SF 240 FT² 1

1C-144 RESIDENT ROOM 314 SF 120 FT² 2

1C-144A RESIDENT, TOILET 54 SF 120 FT² 1

1C-146 RESIDENT ROOM 318 SF 120 FT² 2

1C-148 RESIDENT ROOM 318 SF 120 FT² 2

1C-148A RESIDENT, TOILET 54 SF 120 FT² 1

1C-150 RESIDENT ROOM 314 SF 120 FT² 2

1C-152 RESIDENT ROOM 314 SF 120 FT² 2

1C-152A RESIDENT, TOILET 54 SF 120 FT² 1

1C-154 RESIDENT ROOM 315 SF 120 FT² 2

100 WAITING 156 SF 15 FT² 11

101 TOILET 64 SF 240 FT² 1

102 MED ROOM 110 SF 500 FT² 1

103 NURSE LEADER 106 SF 150 FT² 1

104 NURSE PRAC 105 SF 150 FT² 1

105 KITCHEN 89 SF 150 FT² 1

106 TOILET 82 SF 240 FT² 1

107 LAUNDRY 87 SF 500 FT² 1

108 CLEAN LINEN 57 SF 500 FT² 1

109 COPY 92 SF 150 FT² 1

110 NURSE WORK AREA 183 SF 50 FT² 4

111 ACTIVITY ROOM, MULTIPURPOSE 1,600 SF 15 FT² 107

112 DEN 209 SF 15 FT² 14

113 CLEAN SUPPLY 62 SF 500 FT² 1

114 STORAGE 242 SF 500 FT² 1

115 UTILITY, CLEAN 79 SF 500 FT² 1

116 WAITING 197 SF 15 FT² 13

117 NURSE WORKSTATON 78 SF 50 FT² 1

118 CORRIDOR 750 SF 240 FT² 3

119 CORRIDOR 239 SF 240 FT² 1

120 ALCOVE 23 SF 240 FT² 1

121 ALCOVE 19 SF 240 FT² 1

122 ALCOVE 20 SF 240 FT² 1

123 CORRIDOR 327 SF 240 FT² 2

124 ALCOVE 12 SF 240 FT² 1

125 CORRIDOR 926 SF 240 FT² 6

126 LOUNGE, STAFF 310 SF 15 FT² 20

126A LOCKERS 18 SF 15 FT² 1

OCCUPANT TOTAL: 243

Revision # Date

GENERAL NOTES

1. PROVIDE TEMPORARY 1-HOUR RATED SLAB-TO-SLAB BARRIERS CONSIST OF 3-5/8" METAL STUD FRAMING WITH 5/8" ON BOTH SIDES. BARRIERS SHALL BE INSPECTED BY VA PCRA STAFF PRIOR TO START OF CONSTRUCTION IN SPACE. MAINTAIN

NEGATIVE PRESSURE VENTILATION IN THE CONSTRUCTION SPACE.

2. PROVIDE TWO STICKY MATS AT EACH CONSTRUCTION ACCESS POINT IN ALL PHASES.

3. VA REQUIRES THAT ALL APPLICABLE PERMITS BE COMPLETED AND APPROVED PRIOR TO BEGINNING ANY WORK ON STATION.

PERMITS INCLUDE: ICRA, PCRA, ILSM, ABOVE CEILING, FIRE/SMOKE WALL, UTILITY, FIRE SPRINKLER, FIRE ALARM SYSTEM, MEDICAL GASES, CONFINED SPACE AND HOT WORK.

PHASING FLOOR PLAN NOTES

PHASE I

PHASE II

PHASING FLOOR PLAN LEGEND

DUST CONTROL PLAN NOTES

1. TIGHT SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY AFTER VA COR'S APPROVAL TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

1. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS; ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

2. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION MATERIAL IN AND OUT OF THE PROJECT - CLEAN CART SHALL BE USED; THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND THE CONSTRUCTION

STAGING PREP AREA.

3. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTE. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE COR. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT

PRIOR APPROVAL OF THE COR.

VENTILATION AND ENVIRONMENTAL CONTROLS

1. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE CONTRACTOR WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCUATED AIR; FILTERS SHALL BE ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER

MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY PLACES.

2. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE, OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY COR. IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED AIR SYSTEM, PRE-FILTER AND HEPA FILTER SHALL

BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

3. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILIING SHALL BE VERIFIED DAILY.

4. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER

RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-CIRCUATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING THOUGHOUT THE PROJECT IN

THE FREQUENCY AS IDENTIFIED BY THE COR.

EGRESS ACCESS MUST BE MAINTAINED FOR

OCCUPIED FACILITY AT ALL TIMES.

EGRESS ACCESS MUST BE MAINTAINED FOR

OCCUPIED FACILITY AT ALL TIMES.

NOT IN CONTRACT

DEN

STORAGE

CLEAN

SUPPLY

UTILITY,

CLEAN

WAITING

COPYNURSE

WORK AREA

CLEAN

LINEN

CORRIDOR

CORRIDOR

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

PHASE II

CONSTRUCTION ZONE

PROVIDE TEMPORARY

SIGNAGE INDICATING NO

EMERGENCY EXITS BEYOND

THIS POINT

PORTION OF STORAGE

AREA TO BE UTILIZED FOR

TEMPORARY MED ROOM

MECHANICAL

BAY 3

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

HAC

[NIC]

BATHING

FACILITY

[NIC]

TOILET

[NIC]

KITCHEN

[NIC]

HAC

[NIC]

PHASE II

CONSTRUCTION ZONE

DEN

STORAGE

CLEAN

SUPPLY

UTILITY,

CLEAN

WAITING

COPY

CLEAN

LINEN

CORRIDOR

CORRIDOR

LOUNGE,

STAFF

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

NURSE

WORK AREA

ACTIVITY

ROOM,

MULTIPURPOSE

MECHANICAL

BAY 3

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

HAC

[NIC]

BATHING

FACILITY

[NIC]

TOILET

[NIC]

KITCHEN

[NIC]

HAC

[NIC]

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

W/C BATH

MEDICATION

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

CORRIDOR

DINING,

RECREATION

MECHANICAL

BAY 3

BREAK

ROOM

EXAM /

TREATMENT

TOILET,

STAFF

NURSES

STATION

PHASE I

CONSTRUCTION ZONE

PROVIDE TEMPORARY

SIGNAGE INDICATING NO

EMERGENCY EXITS BEYOND

THIS POINT

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

HAC

NO WORK

BATHING, TUB

NO WORK

BATHING,

TOILET

NO WORK

KITCHEN

NO WORK

HAC

NO WORK

PHASE I

CONSTRUCTION ZONE

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

W/C BATH

MEDICATION

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

CORRIDOR

DINING,

RECREATION

MECHANICAL

BAY 3

BREAK

ROOM

EXAM /

TREATMENT

TOILET,

STAFF

NURSES

STATION

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

HAC

NO WORK

BATHING, TUB

NO WORK

BATHING,

TOILET

NO WORK

KITCHEN

NO WORK

HAC

NO WORK

1C

FIRST FLOOR

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100PHASING

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

GI103

580-18-122

BID DOCUMENTS

1" = 20'-0"2.0

PHASE II - FLOOR PLAN - RENOVATION

1" = 20'-0"2.1

PHASE II - RCP - RENOVATION

1" = 20'-0"1.0

PHASE I - FLOOR PLAN - EXISTING

1" = 20'-0"1.1

PHASE I - RCP - EXISTING

Revision # Date

110 SF

MED

ROOM

64 SF

TOILET

82 SF

TOILET

1,433 SF

MECHANICAL

BAY 3

1C-138A

310 SF

LOUNGE,

STAFF

106 SF

NURSE

LEADER

105 SF

NURSE

PRAC

209 SF

DEN

79 SF

UTILITY,

CLEAN

1,600 SF

ACTIVITY

ROOM,

MULTIPURPOSE

926 SF

CORRIDOR

242 SF

STORAGE

197 SF

WAITING

87 SF

LAUNDRY

89 SF

KITCHEN

92 SF

COPY

156 SF

WAITING

57 SF

CLEAN

LINEN

183 SF

NURSE

WORK

AREA

62 SF

CLEAN

SUPPLY

78 SF

NURSE

WORKSTATON

750 SF

CORRIDOR

239 SF

CORRIDOR

327 SF

CORRIDOR

323 SF

RESIDENT

ROOM

1C-118

314 SF

RESIDENT

ROOM

1C-120

314 SF

RESIDENT

ROOM

1C-122

318 SF

RESIDENT

ROOM

1C-124

318 SF

RESIDENT

ROOM

1C-126

314 SF

RESIDENT

ROOM

1C-126B

229 SF

RESIDENT

ROOM

1C-130

207 SF

RESIDENT

ROOM

1C-134

319 SF

RESIDENT

ROOM

1C-140

314 SF

RESIDENT

ROOM

1C-142

314 SF

RESIDENT

ROOM

1C-144

318 SF

RESIDENT

ROOM

1C-146

318 SF

RESIDENT

ROOM

1C-148

314 SF

RESIDENT

ROOM

1C-150

314 SF

RESIDENT

ROOM

1C-152

315 SF

RESIDENT

ROOM

1C-154

18 SF

LOCKERS

126A

23 SF

ALCOVE

19 SF

ALCOVE

20 SF

ALCOVE

12 SF

ALCOVE

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

BATHROOM,

RESIDENT

[NIC]

HAC

[NIC]

BATHING FACILITY

[NIC]

TOILET

[NIC]

KITCHEN

[NIC]

HAC

[NIC]

16'-4" 24'-6" 8'-5 1/2"

20'-0 1/2"

ALTERNATE OPTION KEYNOTES

ALTERNATE OPTION NOTES

1. REFERENCE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ALTERNATE

OPTION COORDINATION BETWEEN DIVISIONS.

2. WHERE FURNITURE, FIXTURES, OR EQUIPMENT ARE DEDUCTED, CONTRACTOR MUST

STILL PROVIDE ANY REQUIRED SUPPORT FOR FURNITURE, FIXTURES, OR EQUIPMENT.

REFERENCE 01 00 00 GENERAL REQUIREMENTS [STATMENT OF BID ITEMS, ALTERNATE OPTIONS]

REFERENCE COST ESTIMATE AND COST ESTIMATE NARRATIVE

OMIT CUSTOM ARCHITECTURAL CASEWORK AS INDICATED ON THE ALTERNATE OPTIONS PLAN;

SUBSTITUTE WITH A PREMANUFACTURED OPTION IN THE FF&E PACKAGE.

SUBSTITUTE AUTOMATIC MOVABLE WALL AT DEN AREA WITH MANUAL MOVABLE WALL.

[1 INSTANCE]

OMIT PREMANUFACTURED ELECTRIC FIREPLACE AND MANTEL.

[1 INSTANCE]

OMIT METAL LOCKERS IN STAFF LOUNGE.

[6 INSTANCES OF 3-TIER LOCKER UNIT]

OMIT NEW FACEPLATES AT ALL ELECTRICAL OUTLETS, REUSE EXISTING.

OMIT ALL CUSTOM SIGNAGE AT RESIDENT ROOM ENTRY DOORS;

SUBSTITUTE WITH VA STANDARD SIGNAGE.

[16 INSTANCES]

OMIT NEW WINDOW TREATMENTS AS INDICATED ON THE ALTERNATE OPTIONS PLAN.

OMIT ALL LAMINATE HEADERS AT BED.

[30 INSTANCES]

OMIT DECORATIVE WALL SCONCES AT PATIENT ENTRY

[16 INSTANCES]

SUBSTITUTE STOREFRONT SYSTEM AT NURSE WORK AREA WITH HOLLOW METAL WINDOWS.

[APPROXIMATELY 23'-0" LINEAR FEET; 5'-0" HEIGHT]

11 OMIT AUTOMATIC MOVABLE WALL AT DEN AREA IN ENTIRETY.

[1 INSTANCE]

12 OMIT VA STANDARD SIGNAGE IN ENTIRETY.

13 OMIT NEW WALL PAINT AND THE REMOVAL, STORAGE, AND REINSTALLATION OF EXISTING

WINDOW TREATMENT IN ALL RESIDENT ROOMS.

14 OMIT NEW HARDWARE AT EXISTING RESIDENT ROOM ENTRY DOORS, REUSE EXISTING.

[17 INSTANCES]

DOORS: 117.35, 117.36, 117.37, 117.38, 117.39, 117.40, 117.41, 117.42, 117.44, 117.45, 117.50, 117.52, 117.55, 117.56, 117.59, 117.63, 117.66, 117.82

1C

FIRST FLOOR

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100ALTERNATE OPTIONS

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

GI104

580-18-122

BID DOCUMENTS

1/8" = 1'-0"1

FLOOR PLAN - ALTERNATE OPTIONS N

Revision # Date

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING EACH SIDE

CEILING MATERIAL

AS SCHEDULED

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" TYPE 'X' GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

FINISH AS SCHEDULED

BASE AND FLOORING AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL

STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO UNDERSIDE OF DECK.

EXTEND GYP. BD. FROM FIN. FLR. TO UNDERSIDE OF DECK. OMIT SOUND

BATTS.

1 LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 4" [20 GAUGE MINIMUM]

METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO UNDERSIDE OF

DECK. SEAL W/ FIRE SEALANT TOP & BOTTOM. RATED ONE HOUR. UL

#U419

1 LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 4" [20 GAUGE MINIMUM]

METAL STUDS AT 16" O.C. W/ (STC 45) SOUND ATTENUATION FIRE

BLANKETS. EXTEND FROM FIN. FLR. TO UNDERSIDE OF DECK. SEAL W/

FIRE SEALANT TOP & BOTTOM. RATED SMOKE & ONE HOUR. UL #U465

TYPE 1 - 1 HR RATED / SMOKE

DETAILSDETAILS MARK

1A

DETAILSDETAILS

SEAL TO STRUCTURE WITH APPROVED

FIRE-RATED SEALANT

1B

MARK

2A

2B

MARK

3A

3B

3C

MARK

4A

4B

4C

DETAILSMARK

6A

6B

5/8" GYP. BD. ONE SIDE OF METAL

STUD AT 16" O.C.

FINISH AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 4" [20 GAUGE MINIMUM] METAL STUDS

AT 16" O.C. EXTEND TO UNDERSIDE OF EXISTING STRUCTURE. SEAL TO

EXISTING STRUCTURE WITH ACOUSTIC SEALANT. ALL JOINTS TAPED.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 4" [20 GAUGE MINIMUM] METAL STUDS AT

16" O.C. EXTEND TO UNDERSIDE OF EXISTING STRUCTURE. SEAL TO EXISTING

STRUCTURE WITH ACOUSTIC SEALANT. ALL JOINTS TAPED. ONE LAYER 1/4" TILE

BACKER BOARD 1 SIDE. EXTEND TO 6" ABOVE FINISHED CEILING.

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL

STUDS AT 16" O.C. W/ ACOUSTIC SEALANT TOP & BOTTOM AND SOUND

ATTENUATION BATTS (STC 45). EXTEND FROM FIN. FLR. TO UNDERSIDE OF

EXISTING STRUCTURE.

T

IL

E

F

LO

O R

T O

C E

IL

IN

G

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C.

EXTEND 6" ABOVE CEILING.

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

1 LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM]

METAL STUDS AT 16" O.C. EXTEND TO UNDERSIDE OF EXISTING

STRUCTURE. SEAL W/ FIRE SEALANT TOP & BOTTOM. ONE LAYER 1/4"

TILE BACKER BD. 1 SIDE. EXTEND 6" ABOVE FINISHED CEILING.

1 LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM]

METAL STUDS AT 16" O.C. EXTEND TO UNDERSIDE OF EXISTING

STRUCTURE. SEAL W/ FIRE SEALANT TOP & BOTTOM. ONE LAYER 1/4" TILE

BACKER BD. EA. SIDE. EXTEND TO WAINSCOT HEIGHT.

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

1 LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL

STUDS AT 16" O.C. EXTEND TO UNDERSIDE OF EXISTING STRUCTURE. SEAL

W/ FIRE SEALANT TOP & BOTTOM. ONE LAYER 1/4" TILE BACKER BD. EA.

SIDE. EXTEND TO 6" ABOVE CEILING.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 4" [20 GAUGE MINIMUM] METAL STUDS AT

16" O.C. EXTEND TO UNDERSIDE OF EXISTING STRUCTURE. SEAL TO EXISTING

STRUCTURE WITH ACOUSTIC SEALANT. ALL JOINTS TAPED. ONE LAYER 1/4" TILE

BACKER BOARD 1 SIDE. EXTEND TO WAINSCOT HEIGHT.

W A

IN

S

C O

T H

E

IG

H T

TILE BACKER BOARD AS REQUIRED

W A

IN

S

C O

T H

E

IG

H T

DETAILSMARK

5A

5B

5C

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

1 LAYER 5/8" GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL

STUDS AT 16" O.C. W/ ACOUSTIC SEALANT TOP & BOTTOM. EXTEND TO

UNDERSIDE OF EXISTING STRUCTURE. ONE LAYER 1/4" TILE BACKER BD.

1 SIDE. EXTEND 6" ABOVE CEILING.

1 LAYER 5/8" GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL STUDS AT

16" O.C. W/ ACOUSTIC SEALANT TOP & BOTTOM. EXTEND TO UNDERSIDE OF

EXISTING STRUCTURE. ONE LAYER 1/4" TILE BACKER BD. 1 SIDE. EXTEND TO

WAINSCOT HEIGHT.

1 LAYER 5/8" GYP. BD. EACH SIDE OF 4" [20 GAUGE MINIMUM] METAL STUDS

AT 16" O.C. W/ ACOUSTIC SEALANT TOP & BOTTOM. EXTEND TO UNDERSIDE

OF EXISTING STRUCTURE. 1 LAYER 1/4" TILE BACKER BD. EA. SIDE. EXTEND

TO 6" ABOVE FINISHED CEILING.

W A

IN

S

C O

T H

E

IG

H T

T

IL

E

W A

IN

S

C O

T

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C.

EXTEND 6" ABOVE CEILING. ONE LAYER 1/4" TILE BACKER BOARD,

EXTEND TO WAINSCOT HEIGHT.

3D

1 LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE OF 4" [20 GAUGE MINIMUM

METAL STUDS AT 16" O.C. EXTEND TO UNDERSIDE OF EXISTING

STRUCTURE. SEAL TO EXISTING STRUCTURE WITH ACOUSTIC SEALANT.

ALL JOINTS TAPED.

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

TYPE 2 - NON-RATEDTYPE 3 - NON-RATEDTYPE 4 - 1 HR RATED / SMOKETYPE 5 - NON RATEDTYPE 6 - NON RATED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING EACH SIDE

CEILING MATERIAL

AS SCHEDULED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" GYP. BD. EACH SIDE OF METAL

STUDS AT 16" O.C.

FINISH AS SCHEDULED

BASE AND FLOORING AS SCHEDULED

SEAL TO STRUCTURE WITH APPROVED

FIRE-RATED SEALANT

CEILING MATERIAL

AS SCHEDULED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

BASE AND FLOORING AS SCHEDULED

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING EACH SIDE

CEILING MATERIAL

AS SCHEDULED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" TYPE 'X' GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

FINISH AS SCHEDULED

BASE AND FLOORING AS SCHEDULED

SEAL TO STRUCTURE

TILE BACKER BOARD AS REQUIRED

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING EACH SIDE

CEILING MATERIAL

AS SCHEDULED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" GYP. BD. EACH SIDE OF METAL

STUDS AT 16" O.C.

FINISH AS SCHEDULED

BASE AND FLOORING AS SCHEDULED

SEAL TO STRUCTURE

TILE BACKER BOARD AS REQUIRED

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING EACH SIDE

CEILING MATERIAL

AS SCHEDULED

UNDERSIDE OF DECK

SEAL ALL GAPS & FILL ALL

VOIDS WITH APPROVED

FIRE-RATED MATERIALS

5/8" GYP. BD. ONE SIDE OF METAL

STUDS AT 16" O.C.

FINISH AS SCHEDULED

BASE AND FLOORING AS SCHEDULED

SEAL TO STRUCTURE

TILE BACKER BOARD AS REQUIRED

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR LOCATION AND TYPES OF EACH

PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS

DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF ALL WALL TILE.

PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GWB AT ALL SCHEDULED TILE LOCATIONS. UNLESS

NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA LATEST STANDARDS FOR EACH TYPE OF

BACKING MATERIAL REPRESENTED IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GWB WHICH EXTENDS A MINIMUM OF 6" ABOVE THE SUSPENDED

CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO STRUCTURAL

REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND

JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND

SMOKE/FIRE STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

8. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING

AND BE BRACED TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP CHORD OF

STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

10. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF METAL BLOCKING IN WALLS/PARTITIONS.

11. IMPACT RESISTANT GWB, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

12. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE PARTITIONS ARE DESIGNATED ON

THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF SMOKE.

13. ALL PARTITIONS THAT HOST PLUMBING FIXTURES SHALL RECEIVE MOLD / MOISTURE RESISTANT GWB IN LIEU OF

REGULAR GWB.

GENERAL PARTITION NOTES

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg. OF 59

CONSULTANTS

F

SHEET TITLE

ARCHITECT & ENGINEER OF RECORD

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

HENDERSON ENGINEERS

8345 LENEXA DRIVE, SUITE 300

LENEXA, KS 66214

(913) 742-5000

SPUR-DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

SPUR-DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

SPUR-DESIGN

4425 E. AGAVE ROAD, SUITE 106

(BLDG. 2), SUITE #13

PHOENIX, AZ 85044

RENOVATE CLC UNIT 1C, BUILDING 100VERTICAL AND HORIZONTAL

ASSEMBLIES

3/31/2020 AWM JET

MICHAEL E. DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

GI105

580-18-122

BID DOCUMENTS

Revision # Date

RESIDENT

ROOM

1C-118

RESIDENT

ROOM

1C-120

RESIDENT

ROOM

1C-122

RESIDENT

ROOM

1C-124

RESIDENT

ROOM

1C-126

RESIDENT

ROOM

1C-128

RESIDENT

ROOM

1C-130

RESIDENT

ROOM

1C-134

W/C

BATH

1C-136

MEDICATION

ROOM

1C-138

319 SF

RESIDENT

ROOM

1C-141

RESIDENT

ROOM

1C-142

RESIDENT

ROOM

1C-144

RESIDENT

ROOM

1C-146

RESIDENT

ROOM

1C-148

RESIDENT

ROOM

1C-150

RESIDENT

ROOM

1C-152

RESIDENT

ROOM

1C-154

OFFICE,

SOCIAL

WORKER

1C-160E

OFFICE,

MEDICAL

DIRECTOR

1C-160D

OFFICE,

DIRECTOR

1C-160C

OFFICE,

NURSE

LEADER

1C-160F

COPY/

WORK

ROOM

1C-160B

CORRIDOR

C1C-160

CONFERENCE

ROOM

1C-160A

WORKROOM,

TEAM

1C-160

CORRIDOR

C1C-105

CORRIDOR

C1C-104

CORRIDOR

C1C-107

DINING,

RECREATION

1C-111C

MECHANICAL

BAY 3

1C-138A

BREAK

ROOM

1C-125

EXAM /

TREATMENT

1C-127

TOILET,

STAFF

1C-129

NURSES

STATION

1C-106

1 111

1 1

1 1 1

1 1

2 2 222

1 1

11 1

2 2

3 3

5 5

5 5 5 5 5

9 10

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

BATHROOM,

RESIDENT

NO WORK

HAC

NO WORK

BATHING, TUB

NO WORK

BATHING, TOILET

NO WORK

KITCHEN

NO WORK

HAC

NO WORK

12 12

DEMOLITION PLAN NOTES

1. THE DEMOLITION DRAWINGS ARE DEEMED SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING DEMOLITION WORK PRIOR TO SUBMISSION OF PROPOSAL. DRAWINGS ARE PART OF A COMPLETE DOCUMENT SET.

CONTRACTOR SHALL CONFIRM ALL ITEMS REQUIRED TO BE DEMOLISHED AND EXTENT OF DEMOLITION BASED UPON THE

OVERALL INTENT OF THE ENTIRE DOCUMENT SET.

2. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY DEMOLITION TO CONFIRM ACCURACY IN THE DRAWINGS.

REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS

AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE CONSTRUCTION WORK.

PROVIDE FIRE-RATED DUST PROOFING ENCLOSURES TO SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

4. DURING DEMOLITION, PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN PLACE DURING THE RENOVATION WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR TO MATCH EXISTING ADJACENT FINISHES.

5. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED FOR REPLACED BACK TO ITS ORIGINAL

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

6. ALL ITEMS INDICATED WITH A DASHED LINE SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING RELATED COMPONENTS.

7. REMOVAL OF MECHANICAL, ELECTRICAL, AND PLUMBING SHOULD BE LIMITED TO WHAT IS NECESSARY FOR SAFE REMOVAL

OF THE INDICATED WALL OR CEILING. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

8. CONTRACTOR TO DEMO ALL FIXTURES, CEILINGS, MECHANICAL, PLUMBING, AND ELECTRICAL AS REQUIRED TO COMPLETE

THE SCOPE OF WORK OUTLINED WITHIN THE CONSTRUCTION DOCUMENTS.