Bid Drawings 657-21-702JC.pdf

BUILDING 1

BUILDING 2

2T

T

1A

1B

BLDG 6 6A

7A

BLDG 78AB

L

D G

BLDG 1T

8C

8B

BUILDING 1

BLDG 16 BUILDING 29

BLDG 4

BLDG 3

B L

D G

T

B L

D G

PROJECT SCOPE AREA

BUILDING 2

ENRIGHT AVE

BELL AVE

DELMAR BLVD

N S

P R

IN

G

A V

E

G R

A N

D B

L V

D 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 Number

CONSULTANTS:

Drawing # OF

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. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

/1

/2

:2

:3

A

M

COVER SHEET

NRL 01 73BGJ

ISSUE FOR BID

EHRM TRAINING AND ADMIN SPACE

SUPPORT

VA PROJECT NUMBER: 657-21-702JC

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

JOHN COCHRAN VETERANS HOSPITAL

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

ISSUE FOR BID

GI000

SPUR #: 1794.12

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[07] MECHANICAL

40 M-000 LEGEND AND ABBREVIATIONS

41 MD101 MECHANICAL DUCTWORK DEMOLITION PLAN - BASEMENT

42 MD102 MECHANICAL DUCTWORK DEMOLITION PLAN - LEVEL ONE

43 MD103 MECHANICAL DUCTWORK DEMOLITION PLAN - LEVEL TWO

44 MD111 MECHANICAL PIPING DEMOLITION PLAN - BASEMENT

45 MD112 MECHANICAL PIPING DEMOLITION PLAN - LEVEL ONE

46 MD113 MECHANICAL PIPING DEMOLITION PLAN - LEVEL TWO

47 MH101 MECHANICAL DUCTWORK NEW WORK PLAN - BASEMENT

48 MH102 MECHANICAL DUCTWORK NEW WORK PLAN - LEVEL ONE

49 MH103 MECHANICAL DUCTWORK NEW WORK PLAN - LEVEL TWO

50 MP101 MECHANICAL PIPING NEW WORK PLAN - BASEMENT

51 MP102 MECHANICAL PIPING NEW WORK PLAN - LEVEL ONE

52 MP103 MECHANICAL PIPING NEW WORK PLAN - LEVEL TWO

53 M-501 MECHANICAL SCHEDULES

54 M-601 MECHANICAL DETAILS

55 M-602 MECHANICAL DETAILS

56 M-603 MECHANICAL DETAILS

57 M-604 MECHANICAL DETAILS

58 M-701 MECHANICAL CONTROLS

59 M-702 MECHANCIAL CONTROLS

[08] ELECTRICAL

60 E-000 ELECTRICAL LEGEND AND ABBREVIATIONS

61 ED101 ELECTRICAL POWER DEMOLITION PLAN - LEVEL ONE

62 ED201 ELECTRICAL LIGHTING DEMOLITION PLAN - LEVEL ONE

63 ED301 ELECTRICAL EQUIPMENT DEMOLITION PLANS

64 EP101 ELECTRICAL POWER FLOOR PLAN - LEVEL ONE

65 EL201 ELECTRICAL LIGHTING CEILING PLAN - LEVEL ONE

66 EP301 ELECTRICAL EQUIPMENT COORDINATION PLANS

67 E-500 ELECTRICAL ONE-LINE DIAGRAM

68 E-501 ELECTRICAL DETAILS

69 E-502 ELECTRICAL SCHEDULES AND DETAILS

70 E-503 ELECTRICAL PANEL SCHEDULES

71 TD101 TELECOMMUNICATION DEMOLITION DATA FLOOR PLAN - LEVEL ONE

72 TN101 TELECOMMUNICATIONS DATA FLOOR PLAN - LEVEL ONE

73 T-501 TECHNOLOGY SCHEDULES, DETAILS, AND RISER DIAGRAMS

TOTAL SHEETS: 73

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI011 LIFE SAFETY PLANS

04 GI101 PHASING PLAN

[02] HAZARDOUS MATERIALS

05 HA101 ENVIRONMENTAL HAZARDS - BASEMENT AND CRAWL SPACE

06 HA102 ENVIRONMENTAL HAZARDS - FIRST FLOOR

07 HA103 ENVIRONMENTAL HAZARDS - SECOND FLOOR

[03] STRUCTURAL

08 S-001 STRUCTURAL GENERAL NOTES

09 S-050 TYPICAL DETAILS - STEEL

10 S-100 FOUNDATION PLAN

11 S-101 ROOF FRAMING PLAN

12 S-500 CANOPY DETAILS

[04] ARCHITECTURAL

13 AS001 SITE PLAN

14 AD101 DEMOLITION PLAN

15 AD131 DEMOLITION REFLECTED CEILING PLAN

16 AE101 REFERENCE FLOOR PLAN

17 AE111 DIMENSION PLANS

18 AC131 REFLECTED CEILING PLAN

19 AE301 EXTERIOR ELEVATIONS

20 AE411 ENLARGED PLANS

21 AE501 ARCHITECTURAL DETAILS AND SCHEDULES

22 AF701 FINISH PLAN, DETAILS, AND SCHEDULES

23 AF702 FURNITURE PLAN

24 AW801 SIGNAGE PLAN

25 AF901 MILLWORK DETAILS

[05] FIRE PROTECTION

26 FA001 FIRE ALARM GENERAL NOTES, LEGEND AND DIAGRAMS

27 FA101 LEVEL 1 - FIRE ALARM AUDIBILITY PLAN

28 FA102 LEVEL 1 - FIRE ALARM PLAN

29 FX001 FIRE SUPPRESSION NOTES AND DETAIL

30 FX101 LEVEL 1 - FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN

31 FX102 PIPE BASEMENT - FIRE SUPPRESSION PLAN

[06] PLUMBING

32 P-000 PLUMBING LEGEND

33 PD101 DOMESTIC WATER DEMOLITION PLAN - PIPE BASEMENT

34 PD102 DOMESTIC WATER DEMOLITION PLAN - LEVEL ONE

35 PD103 SANITARY DEMOLITION PLAN - LEVEL ONE

36 PP100 DOMESTIC WATER PLUMBING PLAN - PIPE BASEMENT

37 PL100 SANITARY PLUMBING PLAN - LEVEL ONE

38 P-401 PLUMBING ENLARGED PLAN

39 P-601 PLUMBING DETAILS AND SCHEDULES

N

1" = 100'-0"

JOHN COCHRAN VETERANS HOSPITAL CAMPUS1

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - (CUI)

EHRM ADMINISTRATION SPACE - JOHN COCHTAN VAMC

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

3' -1

1/

6" 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: ST. LOUIS, MO

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

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. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. N/A 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. EXISTING

STEEL-FRAMED: R-30 N/A

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 EXISTING

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING

OPERABLE: U-0.45 EXISTING

ENTRANCE DOOR: U-0.63 EXISTING

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 21

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

ROOM NAME

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 EPXOY 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' -5

/2

M

A X

4' -1

1/

6" 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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

/1

/2

:2

:3

A

M

GENERAL INFORMATION

NRL 02 73BGJ

ISSUE FOR BID

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

GI001

SPUR #: 1794.12

No. REVISION DESCRIPTION DATE

DN

DN

DN

NFPA 101-2021 EDITION

EXISTING BUILDING HEIGHT:

2 STORIES, 32'-8" HEIGHT

BUILDING AREA:

AREA LIMITATION: 69,000 SF PER FLOOR (2021 IBC TABLE 506.2)

LEVEL ONE 15,845 SF

LEVEL TWO 1,090 SF

TOTAL 16,935 SF

OCCUPANCY CLASSIFICATION: EXISTING BUSINESS OCCUPANCY (NFPA 101-2021 CH 39)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (TABLE NFPA 101-2021 TABLE A.8.2.1.2): TYPE II (000)

FIRE RESISTANCE RATINGS (NFPA 101-2021 TABLE A.8.2.1.2):

• 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)

OCCUPANT LOADS (NFPA 101-2021 CHAPTER 7 - TABLE 7.3.1.2):

• BUSINESS: 150 SF/PERSON

• BUSINESS (CONCENTRATED): 50 SF/PERSON

• ACCESSORY STORAGE / MECHANICAL EQUIPMENT ROOM: 500 SF/PERSON

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

CHAPTER 39: EXISTING BUSINESS OCCUPANCY

DEAD END CORRIDOR MAXIMUM DISTANCE (NFPA 101-2021 CH 39 - 39.2.5.3): 50'

MAXIMUM COMMON PATH OF TRAVEL (NFPA 101-2021 CH 39 - 39.2.5.2.2): 100'

MAXIMUM TRAVEL DISTANCE (NFPA 101-2021 CH 39 - 39.2.6.3): 300'

CORRIDOR MINIMUM FIRE RATING (NFPA 101-2021 CH 39 - 39.3.6): 0 HR

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH.

• 32" MINIMUM DOOR LEAF WIDTH (NFPA 101-2021 7.2.1.2)

• 0.2"/PERSON (NFPA 101-2021 TABLE 7.3.3.1) ALLOWS 170 OCCUPANT LOAD.

• TOTAL OCCUPANT LOAD (SCOPE OF WORK): 131

STAIR WIDTH:

• STAIRS ARE NOT USED AS A MEANS OF EGRESS FROM AREA WITHIN THE SCOPE OF WORK.

PROTECTED AREAS:

• STORAGE ROOMS/CLEAN/SOILED - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND

PER NFPA 101: 39.3.2.1 AND 8.7 SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED.

• MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION DESIGN MANUAL SECTION 3.1.B.

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

BUSINESS

BUILDING EXIT

EGRESS PATH

EGRESS START

BUSINESS (CONCENTRATED)

STORAGE

NOT IN SCOPE

TEMPORARY ICRA BARRIER

ASSEMBLY (LESS CONCENTRATED)

EB.2EB.1 EC.4 ED.7 EF.1 EG.5

EG.1 EH.2

E3.1

E0.1

E5.9

E7

E8

EK

EJ.5EHEG.7EB

EB

EA

EA EC ED EE EF EG EJ

E1

E2

E3

E4

E5

E6

E4.7

E3.6

E2.3

E1.6

EJ.9

E5.3

EG.9

FV

24'-5"

1'-9 1/2"FV

FV

3'-1 1/2"

FV

15'-5"

FV

18'-1 1/2"

FV

18'-1 1/2"

FV

20'-11"

FV

5'-5"

2'-8 1/2"FV

1'-9 1/2"FV

FV

25'-5"

FV

4'-6"

141'-9"

F V

6'

-6

F V

'-0

F V

'-6

F V

'-3

/2

F

V

'-9

/2

F V

9' -9

/2

F V

'-5

F V

9' -1

/2

F V

8' -6

F V

'-8

F V

8' -0

1'

-1 0"

F V

F V

'-1

0"

F V

6' -1

0"

F V

6' -1

0"

F V

'-1

0"

F V

9' -1

0"

FV

24'-5"

FV

14'-3 1/2"

FV

13'-8"

FV

13'-8"

FV

13'-8"

FV

13'-8"

1'-8" FV

FV

16'-9 1/2"

FV

5'-10 1/2"

FV

11'-8"

FV

13'-4 1/2"

142'-9" FV

107 SF

EX DATA

E X

IS

T

IN

G

COMMON PATH

OF TRAVEL: 41'-6"

TRAVEL DISTANCE: 93'-6"

TRAVEL

DISTANCE: 79'-3"

T R

A V

E L

D

IS

T A

N C

E : 1

'-0

455 SF

TRAINING

461 SF

TRAINING

507 SF

TRAINING

33 SF

ELEC

68 SF

STORAGE

79 SF

UNISEX TLT

474 SF

CORRIDOR

149 SF

EXISTING

504 SF

EX TRAINING

469 SF

EX TRAINING

491 SF

EX TRAINING

466 SF

EX TRAINING

22 SF

EX STORAGE

11 SF

EX STORAGE

11 SF

EX STORAGE

11 SF

EX STORAGE

790 SF

EX TRAINING

538 SF

EX TRAINING

467 SF

EX TRAINING

48 SF

EX STORAGE

11 SF

EX STORAGE

11 SF

EX STORAGE

156 SF

EX TLT

156 SF

EX TLT

124 SF

BREAKROOM

43 SF

EXISTING

749 SF

EXISTING CHAPEL

69 SF

EX OFFICE

015D

90 SF

EX CONSULT

015B

90 SF

EX OFFICE

015C

74 SF

EXISTING

39 SF

EXISTING

29 SF

EXISTING

111 SF

EX TLT

134 SF

EX TLT

77 SF

EXISTING

263 SF

EXISTING

54 SF

EXISTING

33 SF

EXISTING

500 SF

EXISTING

H110

S

F

E X

C O

R R

ID

O

R

H

185 SF

EX CORRIDOR

H107

S F

C O

R R

ID

O

R

H

872 SF

CORRIDOR

H105

84 SF

EXISTING

H104

657 SF

CORRIDOR

H108

1014 SF

EX LIBRARY

353 SF

EXISTING

110 148 SF

OFFICE

132 SF

OFFICE

202 SF

EXISTING

60 SF

EXISTING

9 SF

EXISTING

112A

155 SF

EX STAIRS

F E

C

FEC

FEC

PARTITION LEGEND

EXISTING WALL TO REMAIN

NEW NON-RATED WALLS

1 HR RATED WALLS (NEW / EXISTING)

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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

/1

/2

:2

:3

A

M

LIFE SAFETY PLANS

NRL 03 73BGJ

ISSUE FOR BID

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

GI011

SPUR #: 1794.12

N

1/8" = 1'-0" 2/ AD101

LEVEL 1 - LIFE SAFETY PLAN1

OCCUPANT LOAD (SCOPE OF WORK)

ROOM

NUMBER

ROOM NAME OCCUPANT TYPE AREA

PER TABLE 7.3.1.2

OCC. LOAD

FACTOR IN SF

(GROSS SF UNO)

OCC.

LOAD

BUSINESS

122 BREAKROOM BUSINESS 124 SF 150 SF 1

300 CORRIDOR BUSINESS 474 SF 150 SF 4

301 UNISEX TLT BUSINESS 79 SF 150 SF 1

H105 CORRIDOR BUSINESS 872 SF 150 SF 6

H106 CORRIDOR BUSINESS 361 SF 150 SF 3

H108 CORRIDOR BUSINESS 657 SF 150 SF 5

BUSINESS 2568 SF 20

BUSINESS (CONCENTRATED)

126 EX TRAINING BUSINESS (CONCENTRATED) 467 SF 50 SF 10

127 EX TRAINING BUSINESS (CONCENTRATED) 538 SF 50 SF 11

128 EX TRAINING BUSINESS (CONCENTRATED) 790 SF 50 SF 16

139 EX TRAINING BUSINESS (CONCENTRATED) 504 SF 50 SF 11

140 EX TRAINING BUSINESS (CONCENTRATED) 469 SF 50 SF 10

141 EX TRAINING BUSINESS (CONCENTRATED) 491 SF 50 SF 10

142 EX TRAINING BUSINESS (CONCENTRATED) 466 SF 50 SF 10

302 TRAINING BUSINESS (CONCENTRATED) 455 SF 50 SF 10

303 TRAINING BUSINESS (CONCENTRATED) 461 SF 50 SF 10

304 TRAINING BUSINESS (CONCENTRATED) 507 SF 50 SF 11

BUSINESS (CONCENTRATED) 5148 SF 109

STORAGE

305 ELEC STORAGE 33 SF 500 SF 1

306 STORAGE STORAGE 68 SF 500 SF 1

STORAGE 102 SF 2

7817 SF 131

PLUMBING COUNT (SCOPE OF WORK)

OCCUPANT

LOAD OCCUPANTS

WATER CLOSETS

(1/25 FOR FIRST 50)

(1/50 OVER 50)

LAVATORY

(1/40 FOR FIRST 80)

(1/80 OVER 80) DRINKING

FOUNTAIN OTHERTOTAL MALES FEMALES M F M F

131 66 66 3 3 2 2 2

DN

DN

EB.2EB.1 EC.4 ED.7 EF.1 EG.5

EG.1 EH.2

E3.1 E3.1

E0.1 E0.1

E5.9

E7

E8 E8

EK

EJ.5EHEG.7EBEA

EC ED EE EF EG EJ

E1E1

E2E2

E3E3

E4

E5

E6

E4.7

E3.6

E2.3

E1.6

EJ.9

E5.3

EG.9

EXISTING

EX TRAINING

EX TRAINING

EX TRAINING

EX TRAINING

EX STORAGE

EX STORAGE

EX STORAGE

EX STORAGE

EX TRAINING

EX TRAINING

EX TRAINING

EX STORAGE

EX STORAGE

EX STORAGE

EX TLT

EX TLT

BREAKROOM

EXISTING

EXISTING CHAPEL

EX OFFICE

015D

EX CONSULT

015B

EX OFFICE

015C

EXISTING

EXISTING

EXISTING

EX TLT

EX TLT

EXISTING

101EXISTING

EXISTING

EXISTING

115 EXISTING

H110

E X

C O

R R

ID

O

R

H

EX CORRIDOR

H107

C O

R R

ID

O

R

H

CORRIDOR

H105

EXISTING

H104

CORRIDOR

H108

EX LIBRARY

EXISTING

EX DATA

OFFICE

OFFICE

EXISTING

EXISTING

109 EXISTING

112A

EX STAIRS

UNISEX TLT

TRAINING

TRAINING

TRAINING

C O

R R

ID

O

R

STORAGE

ELEC

CORRIDOR

H108

CORRIDOR

PHASE 1: NEW TRAINING ROOMS

PHASE 2: RENOVATE EXISTING NORTH TRAINING ROOMS

NOT IN SCOPE

PHASING PLAN LEGEND

PHASE 3: RENOVATE EXISTING SOUTH TRAINING ROOMS

PHASE 4: RENOVATE CORRIDOR, DATA, AND OFFICES

WORK TO BE COMPLETED OUTSIDE NORMAL BUSINESS HOURS

1. GENERAL CONTRACTOR TO COORDINATE PRECISE CONSTRUCTION PHASING WITH VA

BEFORE COMMENCING WORK.

2. CONTRACTOR TO MINIMIZE DISTURBANCE OF AREAS OUTSIDE OF SCOPE.

3. CONTRACTOR SHALL SCHEDULE PHASES TO MINIMIZE BUILDING CLOSURE, PHASES 1, 3,

AND 4 SHALL BE SCHEDULED TO COMPLETE AT THE SAME DATE WHERE POSSIBLE.

4. DUE TO COVID SCREENING REQUIREMENT, PHASE 3 SHALL NOT BEGIN UNTIL PHASE 2 HAS

BEEN COMPLETED AND RETURNED TO VA USE.

5. CONTRACTOR SHALL MAINTAIN A MINIMUM 48 INCHES OF CLEARANCE IN THE HALLWAY

DURING THE CONSTRUCTION PERIOD.

PHASING PLAN GENERAL 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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

/1

/2

:2 :5

P

M

PHASING PLAN

NRL 04 73BGJ

ISSUE FOR BID

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

GI101

SPUR #: 1794.12

N

1/8" = 1'-0"

LEVEL 1 - PHASING PLAN1

1 Addendum 01 05/19/2022ADDENDUM 001 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

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

A

M

ENVIRONMENTAL HAZARDS - BASEMENT

AND CRAWLSPACE

CD

05 72

JR

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

HA101

SPUR #: 1794.12

No. REVISION DESCRIPTION DATE

L2L2L2

L2L2L2

A5

A9

L2

L2

L3

L4

A3

A1

A2 L5

A2

L2

L1A4

A2

L5

L2

A6

A5

VISUAL KEY

AREA OF ASBESTOS CONTAMINATED SOIL REQUIRING NEW EDPM ENCLOSURE

2000 CFM AIR MACHINES WITH 3 STAGE FILTRATION

3-STAGE WET DECONTAMINATION

LOCATION OF METAL STUD EDPM BARRIER WALL

NEGATIVE PRESSURE CONTAINMENTS

HAZARDOUS MATERIAL KEY NOTES

DISASSEMBLE AND REMOVE EAH-1 AIR HANDLER WITH ASSOCIATED ASBESTOS SEAM CAULKS

(BLACK AND WHITE) PRESENT ON AND WITHIN METAL BODY PANELS USING MANUAL MEANS WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 100 LF OF ASBESTOS CAULKS AT 1 AIR HANDLER AND 1 NEGATIVE

PRESSURE ENCLOSURE.

PRECLEAN, REMOVE DUCTS, OUTSIDE AIR PLENUM AND ASSOCIATED ASBESTOS DUCT INSULATION

AND SEALANTS IN DAMAGED CONDITION USING MANUAL MEANS IN GROSS REMOVAL NEGATIVE

PRESSURE ENCLOSURE, 300 SF AND 2 NEGATIVE PRESSURE ENCLOSURES.

REMOVE ASBESTOS CAULK AT THROUGH CRAWLSPACE WALL DUCT PENETRATIONS USING MANUAL

MEANS WITHIN A NEGATIVE PRESSURE ENCLOSURE, 2 PENETRATIONS, 8 LF EACH.

REMOVE LOUVER ASSEMBLY AND ASSOCIATED ASBESTOS SEAL CAULKS USING MANUAL MEANS

WITHIN A NEGATIVE PRESSURE ENCLOSURE. WITHIN NEGATIVE PRESSURE ENCLOSURE,

DISASSEMBLE ASBESTOS DUCT AS NECESSARY FOR WORK, 2 LOUVERS AND 25 LF CAULK.

KEYNOTED AREAS OF ASBESTOS CONTAMINATED CRAWLSPACE SOIL ARE TO BE FULLY ENCLOSED.

IN THE AREAS OF NEW ENCLOSURES AND UNDER NEGATIVE PRESSURE, REMOVE VISIBLE DEBRIS

WHERE PRESENT. PROVIDE A METAL STUD/EPDM BOUNDARY WALL WITH A PERMANENT AIR TIGHT

SEAL. INSTALL A 60 MILLIMETER THICK EPDM MEMBRANE OVER EXPOSED SOIL SURFACE, WITH

MEMBRANE SHEETS CHEMICALLY WELDED AT SEAMS (WITH 12" OVERLAP AT ALL SEAMS), AND

PHYSICALLY SEALED ALONG PERIMETER EDGES (I.E. FURRING STRIPS AND TAP-CONS WITH

MEMBRANE FOLDED OVER) TO CONCRETE WALLS AND/OR COLUMNS, AS NEEDED TO ENSURE AN

AIR-TIGHT LAYER IS ACHIEVED AND MAINTAINED BETWEEN SOILS AND CRAWL SPACE. PROVIDE AIR

TIGHT BOUNDARY WALL AND EDPM COVER SYSTEMS WITH EDGE SEALS. PERFORM ALL WORK

WITHIN NEGATIVE PRESSURE ENCLOSURE. RIGOROUS PRE-CLEANING BY HEPA VACUUM AND

MANUAL WIPING OF ALL SURFACES WILL BE NECESSARY TO ACHIEVE CLEARANCE, 45 LF OF AIR

TIGHT BOUNDARY WALL 80" TALL AND 1,350 SF AND 1,250 SF OF EDPM COVER SYSTEMS AND 2

NEGATIVE PRESSURE ENCLOSURES.

REMOVE ASBESTOS BLACK TAR FITTINGS, ASBESTOS MUDDED FITTINGS, AND ASBESTOS SADDLES

USING GLOVEBAG TECHNIQUES WITHIN A NEGATIVE PRESSURE ENCLOSURE, 18 SADDLES AND 20

ASBESTOS FITTINGS. SADDLES ARE 20% AMOSITE.

ASBESTOS CONTAMINATED SOIL PRESENT, DO NOT DISTURB AND PROTECT AS NECESSARY.

ASBESTOS BLACK TAR FITTINGS, ASBESTOS MUDDED FITTINGS, AND/OR ASBESTOS SADDLES

PRESENT AT FIBERGLASS PIPE INSULATION SYSTEM, PROTECT AS NECESSARY.

ASBESTOS FIRE DOOR, PROTECT AS NECESSARY.

REMOVE AIR LOUVER SYSTEMS WITH LBP USING MANUAL DISMANTLING METHODS WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 2 LOUVERS AND 30 SF OF LOUVERS. COORDINATE WITH GENERAL

CONTRACTOR.

REMOVE STEAM AND VACUUM PIPE LATERALS WITH ORANGE LBP AND NON-ASBESTOS INSULATION

WITHIN A NEGATIVE PRESSURE CONTAINMENT. AT APPROPRIATE LOCATIONS, REMOVE LBP AS

NECESSARY AND USE MANUAL DISMANTLING TECHNIQUES OF PIPE BACK TO TEE IN MAIN BRANCH.

USE CHEMICAL MEANS AND PROVIDE A CLEAN TEE FOR FUTURE SERVICE, 125 LF PIPE, 125 LF PIPE

INSULATION AND 1 NEGATIVE PRESSURE ENCLOSURE. COORDINATE EXTENTS AND LOCATION WITH

GENERAL CONTRACTOR.

USING MANUAL MEANS, DISASSEMBLE AND REMOVE FAN MOTOR MOUNTS, FRAMES, STANDS AND

SHROUD WITH LBP USING MANUAL DISMANTLING METHODS WITHIN A NEGATIVE PRESSURE

ENCLOSURE.

REMOVE AHU STEAM AND VACUUM PIPE LATERALS WITH ORANGE LBP AND NON-ASBESTOS

INSULATION WITHIN A NEGATIVE PRESSURE CONTAINMENT. AT APPROPRIATE LOCATIONS, REMOVE

LBP AS NECESSARY AND USE MANUAL DISMANTLING TECHNIQUES OF PIPE BACK TO MAIN TEE. USE

CHEMICAL MEANS AND PROVIDE A CLEAN TEE FOR FUTURE SERVICE, 45 LF PIPE, 45 LF PIPE

INSULATION. COORDINATE EXTENTS AND LOCATION WITH GENERAL CONTRACTOR.

REMOVE METAL CEILING MOUNTED PIPE SUPPORTS, UNISTRUT, DUCT STRAPS, SUPPORT BEAM

AND/OR DUCT SUPPORTS WITH LBP WITHIN A NEGATIVE PRESSURE ENCLOSURE, 30 ITEMS, 20 SF

TOTAL. COORDINATE WITH GENERAL CONTRACTOR.

A1

A2

A3

A4

A5

A6

A7

A8

A9

L1

L2

L3

L4

L5

A7

A8

A9

A9

ISSUE FOR BID

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

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

A

M

ENVIRONMENTAL HAZARDS - FIRST

FLOOR

CD

06 72

JR

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

HA102

SPUR #: 1794.12

No. REVISION DESCRIPTION DATE

A11

A6 L5

A6 L5

A6 L5

A6 L5

A3

L7

A1

A4 A8

A9

A10

A11

VISUAL KEY

2000 CFM AIR MACHINES WITH 3 STAGE FILTRATION

3-STAGE WET DECONTAMINATION

NEGATIVE PRESSURE CONTAINMENTS

1 HR RATED WALLS (NEW / EXISTING)

HAZARDOUS MATERIAL KEY NOTES

REMOVE ASBESTOS FLOOR TILE AND UNDERLYING ASBESTOS MASTIC USING

MANUAL MEANS WITHIN A GROSS REMOVAL NEGATIVE PRESSURE ENCLOSURE,

22 SF AND 1 NEGATIVE MINI-ENCLOSURE.

REMOVE DUCTS WITH ASBESTOS INSULATION AND DUCT SEAM SEALANT USING

MANUAL MEANS IN GROSS REMOVAL NEGATIVE PRESSURE ENCLOSURE, 20 SF.

REMOVE PLASTER AND BRICK CHASE AND DRYWALL CEILING TO ACCESS

DUCTWORK, 150 SF PLASTER AND BRICK AND 60 SF DRYWALL CEILING. REFER

TO MECHANICAL DUCT DEMOLITION DRAWING FOR DUCT SIZES AND EXTENTS

AS CHASE RISES FROM AHU TO LEVEL 2.

REMOVE DUCTS WITH ASBESTOS INSULATION AND DUCT SEAM SEALANT USING

MANUAL MEANS IN GROSS REMOVAL NEGATIVE PRESSURE ENCLOSURE, 125

SF. REMOVE PLASTER AND BRICK CHASE AND DRYWALL CEILING TO ACCESS

DUCTWORK, 280 SF PLASTER AND BRICK AND 100 SF DRYWALL CEILING. REFER

TO MECHANICAL DUCT DEMOLITION DRAWING FOR DUCT SIZES AND EXTENTS

AS CHASE RISES FROM AHU TO LEVEL 2.

REMOVE ASBESTOS FIRE DOORS AND FRAME USING MANUAL METHODS WITHIN

A GROSS REMOVAL NEGATIVE PRESSURE ENCLOSURE, 2 DOORS AND 1 FRAME.

REMOVE ASBESTOS BLACK TAR WRAP AT CHILLED WATER PIPE JOINTS USING

GLOVEBAG TECHNIQUES WITHIN A NEGATIVE PRESSURE ENCLOSURE, 14 EACH

BLACK TAR WRAP AT JOINTS.

ASBESTOS WINDOW CAULK AND GLAZE, PROTECT AS NECESSARY.

FLOOR TILE WITH UNDERLYING ASBESTOS MASTIC PRESENT, PROTECT AS

NECESSARY.

ASBESTOS BLACK TAR ON EXTERIOR WALL WITHIN VOID, USE EXISTING

PENETRATIONS OR AREAS WITHOUT TAR, PROTECT AS NECESSARY.

ASBESTOS SINK SOUNDPROOFING PRESENT, PROTECT AS NECESSARY.

ASBESTOS PIPE INSULATION AND MUDDED FITTINGS PRESENT, PROTECT AS

NECESSARY.

ASBESTOS FIRE DOOR, FRAME, AND RELATED CAULKS, PROTECT AS

NECESSARY

REMOVE DOOR FRAMES WITH LBP USING MANUAL TECHNIQUES WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 3 DOOR FRAMES.

REMOVE LBP PAINTED STEAM AND VACUUM PIPE AT HEAT CONVECTORS USING

MANUAL DISMANTLING TECHNIQUES AND CHEMICAL MEANS WHERE

NECESSARY PERFORMED WITHIN A NEGATIVE PRESSURE CONTAINMENT, 75 LF

PIPE AND 1 NEGATIVE PRESSURE ENCLOSURE.

REMOVE LBP PAINTED FIRE PROTECTION PIPE USING MANUAL DISMANTLING

TECHNIQUES AND CHEMICAL MEANS WHERE NECESSARY WITHIN A NEGATIVE

PRESSURE CONTAINMENT, 300 LF. COORDINATE EXTENTS AND LOCATIONS

WITH THE GENERAL CONTRACTOR. AND 1 NEGATIVE PRESSURE ENCLOSURE.

LBP WINDOW COMPONENTS PRESENT, PROTECT AS NECESSARY.

RED LBP ON STRUCTURAL STEEL, PROTECT AS NECESSARY.

REMOVE HISTORIC METAL WALL FRAMING (STUDS) WITH BLACK LBP USING

MANUAL MEANS WITHIN A NEGATIVE PRESSURE CONTAINMENT, 90 LF.

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11

L3

L4

L4

L1

L2

L3

L4

L3

A5

L4

L3

L1

L1

L4

L3

L4

L3

L1

L3

L4

A10

L4

L6

L4

A10

L3

A8

L1

L2

L3

L4

L5

L6 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

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC.

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

A

M

ENVIRONMENTAL HAZARDS - SECOND

FLOOR

CD

07 72

JR

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

HA103

SPUR #: 1794.12

No. REVISION DESCRIPTION DATE

A5

L1

A2

A5

A1

A1

A1

A5

HAZARDOUS MATERIAL KEY NOTES

REMOVE DUCT SECTIONS WITH ASBESTOS INSULATION AND DUCT SEAM

SEALANT USING MANUAL MEANS WITHIN A GROSS REMOVAL NEGATIVE

PRESSURE ENCLOSURE, 70 LF DUCT INSULATION. REMOVE PLASTER AND BRICK

CHASE TO ACCESS DUCTWORK, 125 SF. REFER TO MECHANICAL DUCT

DEMOLITION DRAWING FOR EXTENTS AND COORDINATE WITH GENERAL

CONTRACTOR. PROVIDE SCAFFOLDING AS NECESSARY.

REMOVE ASBESTOS DUCT INSULATION AND/OR DUCT SEAM SEALANT WHERE

PRESENT USING MANUAL MEANS WITHIN A GROSS REMOVAL NEGATIVE

PRESSURE ENCLOSURE TO ALLOW FOR NEW CAP AND TIE IN ON RA, 10 SF.

COORDINATE LOCATION AND EXTENTS WITH GENERAL CONTRACTOR. PROVIDE

SCAFFOLDING AS NECESSARY.

REMOVE ASBESTOS ROOF AND UNDERLYING MASTICS OR 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, 2 ROOF AREAS AND 10 SF TOTAL AND 1 MOBILIZATION.

USE CLEAR BRIDGING ENCAPSULANT ON EXPOSED SURFACES.

ASBESTOS BLACK TAR ON EXTERIOR WALL WITHIN VOID, USE EXISTING

PENETRATIONS AND PROTECT AS NECESSARY.

ASBESTOS DUCT INSULATION AND/OR SEAM SEALANTS, PROTECT AS

NECESSARY.

RED LBP ON STRUCTURAL STEEL, PROTECT AS NECESSARY.

WHERE NECESSARY, REMOVE HISTORIC METAL WALL FRAMING STUDS WITH

BLACK LBP USING MANUAL MEANS WITHIN A NEGATIVE PRESSURE

CONTAINMENT, 60 LF.

A1

A2

A3

A4

A5

L1

L2

VISUAL KEY

AREAS OF ASBESTOS BLACK TAR ON EXTERIOR WALL

2000 CFM AIR MACHINES WITH 3 STAGE FILTRATION

3-STAGE WET DECONTAMINATION

NEGATIVE PRESSURE CONTAINMENTS

A5

A2

A2

A1

L2

A4

A4 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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR2012034754 EXP. 12/31/2022

ENGR REG. NO. PE2014031351 EXP. 12/31/2022

ENVIRONMENTAL

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEERING, INC

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

SPUR #: 1794.12

/9

/2

:1

:0

A

M

STRUCTURAL GENERAL NOTES

TJSCGB

ISSUE FOR BID

EHRM TRAINING AND ADMIN

SPACE SUPPORT

05/13/2022

657-21-702JC

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD

ST. LOUIS, MO 63106

S-001

03_Abbreviation Schedule

Abbreviation Abbreviation Name

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT OR ARCHITECTURAL

B/ BOTTOM OF

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BWP BRACED WALL PANEL

CFS COLD FORMED STEEL

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DIA or Ø DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWL DOWEL

EA EACH

EE EXTENDED END

EJ EXPANSION JOINT

ELEV ELEVATION

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FDN FOUNDATION

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SLICE LENGTH

LW LIGHTWEIGHT

MFCR MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PAF POWDER ACTUATED FASTENER

PAR PARALLEL

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RC REINFORCED CONCRETE

RE: REFER TO

REINF REINFORCING

REQD REQUIRED

RF RIGID FRAME

SC SLIP CRITICAL

SDS SELF DRILLING SCREW

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIR STIRRUPS

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DESIGN CRITERIA 2021 IBC AND ASCE 7-16:

1. BUILDING OCCUPANCY RISK CATEGORY II.

2. LIVE LOADS [UNIFORM (PSF) / POINT LOADS (KIPS)]:

-- ROOF:………………………………………...............20 PSF / 300#

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………..