Project 580-22-106 Drawings.pdf

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/2

/2

:1 :1

P

M

COVER SHEET

NR 01 OF 69TAB

100% CONSTRUCTION DOCUMENTS

SITE PREP MRI SUITE 1C

VA PROJECT NUMBER: 580-22-106

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

100% CONSTRUCTION DOCUMENTS

GI000

MAIN BUILDING

SPUR #: 2217

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 ICRA INFORMATION

04 GI010 PHASING PLAN

05 GI011 LIFE SAFETY PLAN

[02] HAZARDOUS MATERIALS

06 HA100 FIRST FLOOR - ENVIRONMENTAL HAZARDS

07 HA101 ROOF - ENVIRONMENTAL HAZARDS

[03] STRUCTURAL

08 SA001 STRUCTURAL GENERAL NOTES

09 SA010 STRUCTURAL SPECIAL INSPECTIONS

10 SB101 PARTIAL FOUNDATION PLAN

11 SB102 FOUNDATION DETAILS

[04] ARCHITECTURAL

12 AD011 DEMOLITION PLAN

13 AD012 DEMOLITION REFLECTED CEILING PLAN

14 AE021 PARTITION TYPES

15 AE101 REFERENCE PLAN

16 AE401 ENLARGED PLANS

17 AE501 INTERIOR ELEVATIONS

18 AE502 INTERIOR ELEVATIONS

19 AE601 PLAN DETAILS, DOOR AND WINDOW SCHEDULE

20 AE701 RF SHIELDING DETAILS

21 AF701 FINISH FLOOR PLANS

22 AF801 MILLWORK

23 AF901 SIGNAGE PLAN

[05] FIRE PROTECTION

24 FA001 FIRE ALARM NOTES MATRIX AND RISER DIAGRAM

25 FA101 FIRE ALARM REFERENCE PLANS

26 FA401 FIRE ALARM ENLARGED PLANS

27 FA500 FIRE ALARM DETAILS

28 FX001 FIRE SPRINKLER NOTES

29 FX101 FIRE SUPPRESSION REFERENCE PLANS

30 FX401 FIRE SUPPRESSION ENLARGED PLANS

31 FX500 FIRE SPRINKLER DETAILS

[06] PLUMBING

32 P-000 PLUMBING LEGEND

33 PD100 PLUMBING DEMOLITION PLANS

34 PL100 PLUMBING PLANS

35 P-601 PLUMBING SCHEDULES AND DETAILS

[07] MECHANICAL

36 M-000 LEGEND AND ABBREVIATIONS

37 MD100 MECHANICAL HVAC DEMOLITION PLAN

38 MD101 MECHANICAL HVAC PIPING DEMOLITION PLAN

39 MP100 MECHANICAL HVAC PIPING PLANS

40 MH100 MECHANICAL HVAC DUCT PLAN

41 M-501 MECHANICAL DETAILS

42 M-502 MECHANICAL DETAILS

43 M-601 MECHANICAL SCHEDULES

44 M-701 MECHANICAL CONTROLS

45 M-702 MECHANICAL CONTROLS

[08] ELECTRICAL

46 E-001 ELECTRICAL SYMBOLS AND LEGEND

47 ED101 ELECTRICAL POWER DEMOLITION PLAN - LEVEL 1

48 ED102 ELECTRICAL LIGHTING DEMOLITION PLAN - LEVEL 1

49 ED103 ELECTRICAL DEMOLITION PLANS - INTERSTITIAL AND ROOF

50 ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

51 E-101 ELECTRICAL POWER PLAN - LEVEL 1

52 E-102 ELECTRICAL POWER AND LIGHTING PLAN - LEVEL 1

53 E-103 ELECTRICAL POWER PLANS - INTERSTITIAL, ROOF, AND BASEMENT

54 E-401 ELECTRICAL ENLARGED PLANS

55 E-501 ELECTRICAL DETAILS

56 E-502 ELECTRICAL DETAILS

57 E-601 ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

58 E-602 ELECTRICAL SCHEDULES

59 E-603 ELECTRICAL SCHEDULES

[09] TECHNOLOGY

60 T-000 TECHNOLOGY SYMBOLS AND LEGEND

61 TD101 TELECOM DEMOLITION PLAN - LEVEL 1

62 TN101 TELECOMMUNICATIONS FLOOR PLAN - LEVEL 1

63 TN401 TELECOMMUNICATIONS ENLARGED PLANS

64 TN402 TELECOMMUNICATIONS ELEVATION PLANS - LEVEL 1

65 TN500 TELECOMMUNICATIONS DETAILS

66 TN600 TELECOMMUNICATIONS RISERS AND ONE-LINE DIAGRAMS

67 TY101 SECURITY FLOOR PLAN - LEVEL 1

68 TY500 SECURITY DETAILS

69 TY600 SECURITY RISERS AND ONE-LINE DIAGRAMS

TOTAL SHEETS: 69

NN

LOCATION

PLAN

AREA

PLAN

PROJECT LOCATION

DEDUCT ALTERNATES

PROJECT LOCATION

1. MILLWORK TO BE REPLACED WITH CASEWORK,

WITH THE EXCEPTION OF THE CONTROL ROOM

COUNTERTOP FACING THE MRI ROOM. CASEWORK

TO BE VA PROVIDED AND VA INSTALLED.

2. DOOR 1C-394 TO BE REPLACED WITH A SINGLE

SWING DOOR 4' WIDE BY 7' TALL.

3. REPLACE NEW EPOXY FLOORING AND COVE BASE

IN MECH ROOM 1C-392A WITH CONCRETE CURB AND

WATER STOP.

5. KEEP EXISTING FLOORING IN CORRIDOR C1C-316B,

PATCH AND REPLACE AS NEEDED.

6. REMOVE CHANGING ROOM 1C-398, FROM THE

PROJECT SCOPE.

7. REPLACE MRI DOOR WITH FULL LITE SWITCH

GLASS WITH SOLID MRI DOOR.

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

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/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

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

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 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.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

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.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: HOUSTON, TX

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 2A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/A

ATTIC AND OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. N/A METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. N/A

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. N/A

OPAQUE DOORS

SWINGING: U-0.370 N/A

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 N/A

OPERABLE: U-0.45 N/A

ENTRANCE DOOR: U-0.63 N/A

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

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.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

000A

150 SF

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPOXY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/2

/2

:1 :2

P

M

GENERAL INFORMATION

NR 02 OF 69TAB

100% CONSTRUCTION DOCUMENTS

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

GI001

MAIN BUILDING

SPUR #: 2217No. REVISION DESCRIPTION DATE

OUTSIDE OF BUILDING

WEEKLY CHANGED

HEPA FILTER

HEPA NEGATIVE

AIR UNIT

WEEKLY CHANGED

(OR MORE AS

NEEDED) PRE FILTER

FIRE RATED PLYWOOD

F

LE

X D

U C

T

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT.

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

6 MIL PLASTIC

TEMPORARY DIGITAL MANOMETER FOR NEGATIVE

PRESSURE MONITORING OUTSIDE OF ICRA BARRIER

FOR VA'S INSPECTION. INDICATOR SHALL BE AT -0.01

OR GREATER (VERIFY DAILY). IF NOT, VERIFY ALL

OPENINGS, SUCH AS DOOR CLOSED, AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

PROVIDE STICKY MAT, DRY MAT, WET MAT

(CHANGED END OF SHIFT OR MORE IF

NECESSARYTO MAINTAIN CLEANLINESS)

PROVIDE WIPES AND SPRAY FOR WET MAT

POST ICRA ILSM FIRE

INSPECTION SHEETS

CONTAINER VISIBLE TO

PUBLIC

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

OPTIONAL EXHAUST DUCTS

(COVER THE GRATES AND THE DIFFUSERS)

E

DOOR OPENING

VENT TO OUTSIDE ROUTE

TO BE APPROVED BY COR.

FIRE PULL STATION WITH AUDIO/

VISUAL

ILSM SIGNAGE

ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION

GI002

GI002

XXXXXX

XXXXXX

XXXXXX

A .F

.F

4' -0

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

COMING SOON!!

--DESCRIPTION ON NEWLY PROPOSED OCCUPANCY--

ICRA, ISLM, WATCH,

MISC. FORMS

PAPER CADDY

INDICATOR

(REFER TO

PLAN AND

ELEVATION)

FRAMED PICTURE

OF C.O.R. WITH

CONTACT

INFORMATION

CONSTRUCTION

SUPERVISOR

NAME AND CELL NUMBER

XXXXX

BOILER/CHILLER PLANT AFTER

HOURS CONTACT PHONE XXXXX

FIRE EMERGENCY DIAL 911

HEATED DETECTOR CUT-OFF

BASIS OF DESIGN: HEPA NEGATIVE AIR UNIT

INTEGRAL WITH EDGEGUARD BARRIER SYSTEM.

FIRE RATED PLYWOOD (TEMP.

REMOVE GLASS PANEL)

EXISTING WINDOW FRAME

TYPE A OR C ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

TYPE B OR D ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

EXISTING CEILING

EXISTING CONCRETE SLAB FLOOR OR

ROOF ASSEMBLY

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING

REPLACED MUST BE PROTECTED.

COVER WITH ROSIN PAPER/ FIRE

RATED PLYWOOD.

WHEN WORKING ABOVE CEILING WITH

BARRIERS THAT TERMINATE AT CEILING,

PROVIDE PLASTIC ENCLOSURE IN

PLENUM SPACE.

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO LOCKING

BRAKES

MOBILE CART

A D

JU

S

T A

B

LE

H E

IG

H

T

HEPA NEGATIVE AIR

UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

WALL TO EXTEND TO UNDERSIDE

OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

4 7/8"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

4 7/8"

3 5/8" 16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

A B

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

(2) LAYERS 5/8" GYPSUM BOARD

EACH SIDE. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

6 1/8"

C

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE

RATED

U.L. DESIGN NO. U404 D

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING RUNNER

TOP SEALING RUNNER

SUPPORT POLES,

QUANTITY PER MANUF.

RECOMMENDATIONS

REQU.

AS INSPECTIONS AND NON-INVASTIVE ACTIVITES

MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION

TYPE A

INCLUDES BUT NOT LIMITED TO:

• REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER

50 SQUARE FEET.

• PAINTING (BUT NOT SANDING).

• WALL COVERING, ELECTRICAL TRIM, MINOR PLUMBING AND ACTIVITIES WHICH

DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO

CEILINGS OTHER THAN FOR VISUAL INSPECTION

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATES MINIMAL DUSTTYPE B

INCLUDES BUT NOT LIMITED TO:

• INSTALLATION OF TELEPHONE AND COMPUTER CABLING.

• ACCESS TO CHASE SPACES.

• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED.

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

TYPE C

INCLUDES BUT NOT LIMITED TO:

• SANDING OF WALLS FOR PAINTING OR WALL COVERING.

• REMOVAL OF FLOOR COVERINGS, CEILING TILES OR CASEWORK.

• NEW WALL CONSTRUCTION.

• MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.

• MAJOR CABLING ACTIVITIES.

• ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTSTYPE D

INCLUDES BUT NOT LIMITED TO:

• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS.

• REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING

SYSTEM.

• NEW CONSTRUCTION.

INFECTION CONTROL RISK ASSESSMENT (ICRA)

LOW RISK

PATEINT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREAS • CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI

• RESPIRATORY

THERAPY

• CCU

• EMERGENCY ROOM

• LABOR & DELIVERY

• LABORATORY (SPECIMEN)

• NEWBORN NURSERY

• OUTPATIENT SURGERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

• ANY AREA FOR

IMMUNOCOMPROMISED PATIENTS

• BURN UNIT

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNITS

• MEDICAL UNIT

• NEGATIVE PRESSURE ISOLATION

ROOMS

• ONCOLOGY

• OPERATING ROOMS INCLUDING

• C-SECTION ROOMS

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III/IV

II

III

III/IV

III/IV

III/IV

IV

IV

IV

IC MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE

THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

A. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR AND THE MEDICAL CENTER.

B. ACTIVITY HAZARD RISK CLASSIFICATIONS OF CLASS I OR CLASS II SHALL REQUIRE APPROVAL BY THE FACILITY SAFETY MANAGER AND CONTRACTING OFFICER REPRESENTATIVE BEFORE BEGINNING ANY CONSTRUCTION WORK. HAZARD RISK CLASSIFICATIONS OF CLASS III OR IV SHALL REQUIRE A

PERMIT BEFORE BEGINNING ANY CONSTRUCTION WORK. INFECTION CONTROL PERMITS WILL BE

ISSUED BY THFACILITY SAFETY MANAGER AND CONTRACTING OFFICER REPRESENTATIVE.

C. INFECTION CONTROL PERMITS SHALL BE POSTED OUTSIDE THE APPROPRIATE CONSTRUCTION

AREA. MORE THAN ONE PERMIT MAY BE ISSUED, AS WORK IS LOCATED IN MULTIPLE AREAS.

D. THE REQUIRED INFECTION CONTROL PRECAUTIONS ARE AS FOLLOWS:

CLASS I:

• NOTIFY THE COR.

• EXECUTE WORK USING METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION

OPERATIONS.

• CEILING TILES: IMMEDIATELY REPLACE ANY CEILING TILES DISPLACED FOR VISUAL INSPECTION.

• UPON COMPLETION: CLEAN WORK AREA, AND NOTIFY COR.

CLASS II:

• NOTIFY THE COR.

• PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE

SUCH AS WET METHODS OR TOOL MOUNTED DUST COLLECTORS.

• WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

• SEAL UNUSED DOORS WITH PAINTERS TAPE.

• BLOCK OFF AND SEAL AIR VENTS.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

• UPON COMPLETION: WIPE WORK SURFACES WITH CLEANER/ DISINFECTANT. CONTAIN

CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

CLASS III:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK

SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL

WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A

DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINEDWITH PERIODIC CALIBRATION AND MONITORED BY THE CONTRACTOR.

• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE AND BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL

WORK HOURS.

• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

• WET MOP AREA WITH CLEANER/DISINFECTANT.

• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

CLASS IV:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF

DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK

SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL

WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A

DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE

CONTRACTOR.

• SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES.

• CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY

CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN

WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE WORK SITE.

• ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE COVERS

MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE.

• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL

WORK HOURS.

• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

• AREA TO BE CLEANED/DISINFECTED PER VA ENVIRONMENTAL SERVICES GUIDELINES AS

COORDINATED BY THE COR.

• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

GENERAL ICRA NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/2

/2

:1 :2

P

M

ICRA INFORMATION

NR 03 OF 69TAB

100% CONSTRUCTION DOCUMENTS

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

GI002

MAIN BUILDING

SPUR #: 2217

1/2" = 1'-0"

GENERAL ICRA CONSTRUCTION PLAN LAYOUT1

3/8" = 1'-0"

ICRA ELEVATION4

3/8" = 1'-0"

SECTION AT ICRA CONSTRUCTION PLAN3 3/8" = 1'-0"

ICRA MOBILE CONTAINMENT CART2

3/4" = 1'-0"

ICRA BARRIER WALL TYPES5

PROJECT

AREA

H

G.3

H.5

27 26 25.5 25.2 25 24.5

G.2

G

F.7

F.5

F

J

36'-6" 18'-3" 8'-3" 10'-0" 18'-3" 18'-3"

DRESS

1C-398

CONTROL

1C-396

MRI

1C-396A

EQUIPMENT

1C-394 BREAK RM

1C-377

9'

-6

'-3

8'

-0

'-3

5'

-6

7' -3

'-9

'-3

'-3

CORRIDOR

C1C-316

CORRIDOR

C1C-316B

CORRIDOR

C1C-320PHASE 2

PHASE 3

PHASE 1

PHASE 4

MECH ROOM

1C-392A

DRESS

1C-392B

DRESS

1C-392C

MRI EQUIPMENT

1C-392D

MRI

1C-392E

MRI

1C-386B

CONT

1C-386

DRESS

1C-392I

TOLIET

1C-392H

SOILED

1C-392L

CLEAN

1C-392J

READING

1C-391

ELEC

1C-393

HAC

1C-395

WASTE

1C-371

EQUIPMENT

1C-379B

MRI

1C-379E

READING

1C-389

READING

1C-387

TECH

1C-385

READING

1C-390

OFFICE

1C-375

OFFICE

1C-373

WAITING

C1C-318

CONTROL

1C-379A

DRESS

1C-379E

DRESS

1C-379D

CONTROL AREA

1C-392F

POWER SUP & COMP

1C-386A

MRI

1C-386C

PREP

1C-392G

SUB WAIT

1C-379

PHASE 1

109'-6"

PHASE 3

PHASE 3

STORAGE

1C-376A

READING

1C-376B

CORRIDOR

C1C-317

TOILET

1C-382

PHASE 3

PHASE 2

PHASE 1

BREAK ROOM RENOVATION AND RELOCATION OF DOUBLE DOOR

IN CORRIDOR.

PHASING LEGEND

PHASE 2

MRI ROOM CONSTRUCTION. EQUIPMENT ROOM

CONSTRUCTION. RELOCATION OF CORRIDOR DOORS.

NEW EPOXY FLOORING AND INTERGAL BASE IN MECH ROOM

1C-392A.

TEMPORARY RF PANELS TO BE INSTALLED, BETWEEN THE MRI

ROOM AND THE CONTROL ROOM, TO HAVE THE MRI ROOM

TESTED FOR A RF LEAKS.

PHASE 3

REMOVAL OF STOREFRONT, CORRIDOR DOOR AND PARTIAL

WALL, AND 10' WIDE OPENING NEAR MRI. LAYDOWN OF

FLOOR PROTECTION FOR MRI RIGGING.

INSTALL OF THE MRI.

PHASE 4

REINSTALL STOREFRONT. CONSTRUCTION OF

WALL BETWEEN CONTROL ROOM AND MRI. CONSTRUCTION

OF THE CONTROL ROOM MILLWORK. CONSTRUCTION OF THE

CHANGING ROOM.

MRI RIGGING INSTALL PATH

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/2

/2

:1 :2

P

M

PHASING PLAN

NR 04 OF 69TAB

100% CONSTRUCTION DOCUMENTS

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

GI010

MAIN BUILDING

SPUR #: 2217

1" = 200'-0"

KEY PLAN

N

N

1/8" = 1'-0"

LEVEL 1 - PHASING PLAN1

FIRE - 1 HOUR

FIRE - 2 HOUR

FIRE - 3 HOUR

PARTITION LEGEND

SMOKE

EXISTING WALL TO REMAIN

NEW NON-RATED WALLS

NFPA 220-2021 CHAPTER 4- TABLE 4.1.1

CONSTRUCTION TYPE: TYPE II (000)

FIRE RESISTANCE RATINGS

COLUMNS: 0 HR

BEAM, GIRDERS, TRUSSES: 0 HR

FLOOR/CEILING ASSEMBLIES: 0 HR

ROOF/CEILING ASSEMBLIES: 0 HR

EXTERIOR NON-BEARING WALLS: 0 HR

INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

NFPA 101-2021 CHAPTER 19 TRAVEL DISTANCE

SHALL NOT EXCEED 75 FT OR 100 FT IF PROTECTED THROUGHOUT BY AN APPROVED

AUTOMATIC SPRINKLER SYSTEM.

NFPA 101-2021 CHAPTERS 19 COMMON PATH OF TRAVEL

SHALL NOT EXCEED 50 FT.

PROTECTED AREAS: STORAGE ROOMS/CLEAN/SOILED:

PER VA FIRE PROTECTION DESIGN MANUAL 3.1.A, STORAGE ROOMS ARE HAZARDOUS AREAS.

PER NFPA 101: 39.3.2.1, HAZARDOUS AREAS SHALL BE PROTECTED AS STATED IN SECTION 8.7.

PER NFPA 101: 8.7, ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL

TO THE GENERAL OCCUPANCY SHALL BE PROVIDED BY ONE OF THE FOLLOWING:

• 1 HR FIRE BARRIER OR PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING SYSTEM

1 HR FIRE BARRIER WITH SPRINKLER PROTECTION, PROVIDED.

SMOKE COMPARTMENTALIZATION: NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM: REQUIRED / PROVIDED AUTOMATIC SYSTEM.

STANDPIPES: NOT REQUIRED / NOT PROVIDED.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

FEC FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

NOT IN SCOPE

BUILDING EXIT

EGRESS PATH

124 SF

BREAK RM

1C-377

CORRIDOR

C1C-320

CORRIDOR

C1C-316B

165 SF

EQUIPMENT

1C-394

316 SF

MRI

1C-396A

163 SF

CONTROL

1C-396

60 SF

DRESS

1C-398

CORRIDOR

C1C-316

FEC

FEC

T R

A V

E L

D

IS

T A

N C

E

'-1

0"

MECH ROOM

1C-392A

DRESS

1C-392B

DRESS

1C-392C

MRI EQUIPMENT

1C-392D

MRI

1C-392E

MRI

1C-386B

CONT

1C-386

DRESS

1C-392I

TOLIET

1C-392H

SOILED

1C-392L

CLEAN

1C-392J

READING

1C-391

ELEC

1C-393

HAC

1C-395

WASTE

1C-371

EQUIPMENT

1C-379B

MRI

1C-379E

READING

1C-389

READING

1C-387

TECH

1C-385

READING

1C-390

OFFICE

1C-375

OFFICE

1C-373

WAITING

C1C-318

CONTROL

1C-379A

DRESS

1C-379E

DRESS

1C-379D

CONTROL AREA

1C-392F

POWER SUP & COMP

1C-386A

MRI

1C-386C

PREP

1C-392G

SUB WAIT

1C-379

PROJECT

AREA

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/2

/2

:1 :2

P

M

LIFE SAFETY PLAN

NR 05 OF 69TAB

100% CONSTRUCTION DOCUMENTS

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

GI011

MAIN BUILDING

SPUR #: 2217

N

1/8" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN1

KEY PLAN

N t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

A

M

FIRST FLOOR -

ENVIRONMENTAL HAZARDS

CD

JR

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

HA100

MAIN BUILDING

SPUR #: 2217

No. REVISION DESCRIPTION DATE

DRESS

1C-398

CONTROL

1C-396

MRI

1C-396A

EQUIPMENT

1C-394

BREAK RM

1C-377

CORRIDOR

C1C-316

CORRIDOR

C1C-316B

CORRIDOR

C1C-320

N

NOT TO SCALE

LEVEL 1 - OVERALL FLOOR PLAN

L1

L2

L2

HAZARDOUS MATERIALS KEYNOTES

PHASE 4: REMOVE LEAD-CONTAINING SINK IN WHOLE USING MANUAL METHODS AND

NON-DESTRUCTIVE TECHNIQUES WITHIN A REGULATED AREA, 1 LEAD CONTAINING SINK AND 1

REGULATED AREA.

PHASES 1, 3, AND 4: CERAMIC WALL TILES AND EXTERIOR GRANITE FACADE CONTAIN TRACE LEVELS

OF LEAD BELOW THE EPA THRESHOLD OF 1.0 mg/cm2 AS MEASURED BY XRF AND WHERE DEFINED

AS A LEAD BASED MATERIAL. GENERAL CONTRACTOR TO FOLLOW PRACTICES THAT REDUCE

FRACTURE AND IMPACT. EMPLOY TECHNIQUES AND METHODS TO COMPLY WITH OSHA LEAD

STANDARD 29CFR1926.62. AVOID SIGNIFICANT DAMAGE TO TILES DURING WALL MATERIAL

DEMOLITION.

AREA NOT WITHIN SCOPE OF WORK

L1

100% CONSTRUCTION DOCUMENTS

L2 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR2171 EXP. 09/30/2023

MEP ENGR REG. NO. F-17591 EXP. 02/28/2023

STRUCTURAL ENGINEER

H2B

1225 N LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE SUITE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

A

M

ROOF - ENVIRONMENTAL

HAZARDS

CD

JR

SITE PREP MRI SUITE 1C

02/23/2023

580-22-106

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

HA101

MAIN BUILDING

SPUR #: 2217

No. REVISION DESCRIPTION DATE

100% CONSTRUCTION DOCUMENTS

27 26 25.5 25.2 25 24.5 24

H

H.5

HAZARDOUS MATERIALS KEYNOTES

REMOVE SPOT LOCATIONS OF ASBESTOS (PACM) ROOF AND UNDERLYING FELT, MASTICS AND TARS

USING MANUAL MEANS AND CHEMICAL METHODS IN A REGULATED AREA. COORDINATE SPOT

AREAS OF REMOVAL AND EXACT SIZES OF ROOF PENETRATIONS WITH THE GENERAL CONTRACTOR, 5 ROOF AREAS AND 50 SF TOTAL AND 1 MOBILIZATION. USE CLEAR BRIDGING ENCAPSULANT ON

EXPOSED SURFACES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

ASBESTOS CONTAINING ROOF SYSTEM (PACM), PROTECT AS NECESSARY.

A1

N

NOT TO SCALE

ROOF

A2

A1

A1

A1

A1

A2

GENERAL NOTES

THE STRUCTURAL DRAWINGS DEPICT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION.

NEITHER CONSTRUCTION MEANS AND METHODS NOR CONSTRUCTION SAFETY ARE PART OF THE

STRUCTURAL ENGINEER’S EXPERTISE OR SCOPE OF WORK. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS ARE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT

THE STRUCTURE AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY RELATED REGULATIONS AND CONDITIONS AT THE SITE. LIMITED SITE VISITS, IF ANY, BY THE STRUCTURAL ENGINEER ARE SOLELY

TO OBSERVE COMPLETED PARTS OF THE STRUCTURE. THE STRUCTURAL ENGINEER IS NEITHER

QUALIFIED TO OBSERVE NOR COMMENT ON CONSTRUCTION MEANS AND METHODS AND JOB SITE

SAFETY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY

DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS, ETC NOT SHOWN.

ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. DETAILS SHALL APPLY TO SIMILAR AND LIKE

CONDITIONS.

SHOP DRAWINGS SHALL BE NEW DRAWINGS PRODUCED BY THE CONTRACTOR, ILLEGIBLE

REPRODUCTIONS OF THE DESIGN DRAWINGS WILL BE REJECTED. ELECTRONIC FILES MAY BE

PURCHASED FROM THE ENGINEER OF RECORD FOR THE PURPOSE OF PREPARING SHOP DRAWINGS.

THE CONTRACTOR WILL BE REQUIRED TO SIGN AN INDEMNITY STATEMENT PRIOR TO TRANSMISSION

OF THE ELECTRONIC FILES TO THE CONTRACTOR. THE USE OF REPRODUCTIONS OF THESE

CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES THEMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS OR OMISSIONS THAT MAY OCCUR HEREIN.

MINIMUM SHOP DRAWING SUBMITTAL REQUIREMENTS INCLUDE:

CONCRETE MIX DESIGNS FOR EACH CLASS OF CONCRETE WITH TEST DATA

CONCRETE ACCESSORIES (VAPOR BARRIER, REINFORCING SUPPORT CHAIRS, ETC.)

CONCRETE REINFORCING SHOP DRAWINGS

STRUCTURAL STEEL SHOP DRAWINGS (SEALED BY A LICENSED PROFESSIONAL

ENGINEER)

THIS PROJECT CONSISTS OF A MODIFICATION TO AN EXISTING BUILDING. INFORMATION ON EXISTING

CONDITIONS HAS BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND SHOWN ON THESE

DRAWINGS. THESE DRAWINGS WERE ASSUMED TO BE “AS-BUILT” DRAWINGS SINCE EXISTING

CONDITIONS WERE NOT ACCESSIBLE OR SINCE FIELD OBSERVATION OF EXISTING CONDITION IS

BEYOND THE ENGINEER’S SCOPE OF WORK DURING THE DESIGN PHASE OF THIS PROJECT. THE

ACCURACY OF THIS INFORMATION HAS NOT BEEN VERIFIED. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS SHOWN ON THESE DRAWINGS AND TO VERIFY

THE LOCATION OF ALL FRAMING MEMBERS AND OTHER OBSTRUCTIONS WHICH WILL AFFECT THE

WORK. AS PART OF THIS WORK THE CONTRACTOR SHALL PREPARE AN ACCURATE FIELD SURVEY OF

THE LOCATION OF ALL STRUCTURAL MEMBERS IN THE WORK AREA PRIOR TO BEGINNING SHOP

DRAWINGS AND CONSTRUCTION. THIS SURVEY SHALL BE SUBMITTED TO THE ARCHITECT WITH

VARIANCES NOTED. CLAIMS FOR ADDITIONAL TIME OR EXTRA COST DUE TO OBSTRUCTIONS AND VARIANCES IN THE LOCATION OF THE STRUCTURAL MEMBERS WILL NOT BE HONORED AFTER WORK

HAS BEGUN ON THE PROJECT.

BUILDING CODE: INTERNATIONAL BUILDING CODE, 2021 EDITION

DEAD LOAD:

ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON

THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY

THE CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF

LOAD CARRYING CAPACITY OF THE STRUCTURE.

LIVE LOAD:

ROOF: 20 PSF

CLINICAL SPACE: 80 PSF

PARTITION: 20 PSF

CORRIDORS: 100 PSF (1ST FLOOR)/ 80 PSF (ABOVE 1ST FLOOR)

LOBBIES: 100 PSF

OFFICE: 50 PSF

LIGHT STORAGE: 125 PSF

MECHANICAL: 150 PSF

HANDRAILS: 50 PLF / 200 POUNDS IN ANY DIRECTION

LIVE LOAD REDUCTIONS HAVE BEEN APPLIED IN ACCORDANCE WITH THE

BUILDING CODE, UNLESS NOTED OTHERWISE.

ARCHITECTURAL BARRIER ACT:

GRAB BAR: 250 LBS ANY DIRECTION

TUB/SHOWER SEAT: 250 LBS ANY DIRECTION

FASTENERS: 250 LBS ANY DIRECTION

WIND LOAD:

INTERNATIONAL BUILDING CODE, 2021 EDITION, WINDBORNE DEBRIS REGION

VELOCITY (ULT) : 152 MPH THREE SECOND GUST

EXPOSURE: C

RISK CATEGORY: IV

INTERNAL PRESSURE COEFFICIENT, Gcpi: +/- 0.18

SEISMIC LOAD:

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR (I): 1.5

MAPPED SPECTRAL RESP ACCEL (Ss/S1): 0.067g/0.039g

SITE CLASS: D

SPECTRAL RESPONSE COEFF (Sds/Sd1): 0.071g/0.062g

SEISMIC DESIGN CATEGORY: A

EFFECTIVE WIND AREA ft² a a a…