Attachment 2 - Drawings - 589A5-21-702 EHRM Training and Admin Topeka Drawings.pdf

B L

E A

C H

E R

S

UP

UP

UP

UP

UP

DN

UP UP

UPUP

UP

SW GAGE BLVD

S W

1S

T S

T R

E E

T

BUILDING 1

BUILDING 21

B U

IL

D

IN

G

BLDG 1, ROOM A145

BLDG 1, ROOM C106

BLDG 1, ROOM C114

BLDG 5, ROOM B214

BLDG 5, ROOM B207

BLDG 21, ROOM 106

BLDG 21, ROOM 103

th re e in c h e s o n e fo o t 6 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. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

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

/2

/2

:2 :3

P

M

COVER SHEET

NR

01 62

BGJ

BID DOCUMENTS

EHRM TRAINING AND ADMINISTRATION

SPACE SUPPORT DESIGN

VA PROJECT NUMBER: 589A5-21-702

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

1/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

COLMERY-O'NEIL VA MEDICAL CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

BID DOCUMENTS

GI000

1, 5, 21

SPUR #: 1794.14

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[00] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] ENVIRONMENTAL

03 HA100 BUILDING 1 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

04 HA500 BUILDING 5 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

05 HA210 BUILDING 21 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

[03] STRUCTURAL

06 S-001 STRUCTURAL GENERAL NOTES

[04] ARCHITECTURAL

07 AE101 REFERENCE PLAN - BLDG 1

08 AE102 REFERENCE PLAN - BLDG 5

09 AE103 REFERENCE PLAN - BLDG 21

10 AE401 ENLARGED PLANS - BLDG 1 - RM A145

11 AE402 ENLARGED PLANS - BLDG 1 - RM C106

12 AE403 ENLARGED PLANS - BLDG 1 - RM C114

13 AE404 ENLARGED PLANS - BLDG 1 - RM C114

14 AE405 ENLARGED PLANS - BLDG 5 - RM 214A

15 AE406 ENLARGED PLANS - BLDG 5 - RM 207

16 AE407 ENLARGED PLANS - BLDG 21 - RM 106

17 AE408 ENLARGED PLANS - BLDG 21 - RM 103

18 AF700 INTERIOR ELEVATIONS

19 AF701 INTERIOR ELEVATIONS

20 AF702 DETAILS AND SCHEDULES

21 AF703 SECTION DETAILS

[05] FIRE PROTECTION

22 FA001 FIRE ALARM NOTES MATRIX AND RISER DIAGRAM

23 FA101 FIRE ALARM AUDIBILITY AND INTELLIGIBILITY - BLDG 1 - C114

24 FA102 FIRE ALARM AUDIBILITY AND INTELLIGIBILITY - BLDG 5 - B207

25 FA103 FIRE ALARM AUDIBILITY AND INTELLIGIBILITY - BLDG 21 - B214

26 FA401 FIRE ALARM ENLARGED PLANS - BLDG 1

27 FA402 FIRE ALARM ENLARGED PLANS - BLDG 1

28 FA403 FIRE ALARM ENLARGED PLANS - BLDG 5

29 FA404 FIRE ALARM ENLARGED PLANS - BLDG 21

30 FA500 FIRE ALARM DETAILS

31 FX001 FIRE SPRINKLER NOTES

32 FX101 FIRE SUPRESSION HAZARD CLASSIFICATION - BLDG 1 - C114

33 FX102 FIRE SUPRESSION HAZARD CLASSIFICATION - BLDG 5 - B207

34 FX103 FIRE SUPRESSION HAZARD CLASSIFICATION - BLDG 21 - B214

35 FX500 FIRE SPRINKLER DETAILS

[06] MECHANICAL

36 M-000 MECHANICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

37 M-101 REFERENCE PLAN - BLDG 1

38 M-401 ENLARGED PLANS - BLDG 1

39 M-501 MECHANICAL DETAILS AND SCHEDULES

[07] ELECTRICAL

40 E-000 ELECTRICAL LEGEND AND ABBREVIATIONS

41 E-101 ELECTRICAL REFERENCE PLAN - BLDG 1 - LEVEL 1

42 E-102 ELECTRICAL REFERENCE PLAN - BLDG 5 - LEVEL 5

43 E-103 ELECTRICAL REFERENCE PLAN - BLDG 21 - LEVEL 1

44 E-401 ENLARGED PLANS - BUILDING 1

45 E-402 ENLARGED PLANS - BUILDING 1

46 E-403 ENLARGED PLANS - BUILDING 1

47 E-404 ENLARGED PLANS - BUILDING 5

48 E-405 ENLARGED PLANS - BUILDING 5

49 E-406 ENLARGED PLANS - BUILDING 21

50 E-407 ENLARGED PLANS - BUILDING 21

51 E-601 ELECTRICAL ONE-LINE DRAWING - BUILDING 1, 5 AND 21

52 E-602 ELECTRICAL SCHEDULES AND DETAILS

53 E-603 ELECTRICAL PANELBOARD SCHEDULES

[08] TECHNOLOGY

54 T-000 TECHNOLOGY LEGEND AND ABBREVIATIONS

55 T-101 TECHNOLOGY REFERENCE PLAN - BLDG 1 - LEVEL 1

56 T-102 TECHNOLOGY REFERENCE PLAN - BLDG 5 - LEVEL 5

57 T-103 TECHNOLOGY REFERENCE PLAN - BUILDING 21 - LEVEL 1

58 T-401 ENLARGED PLANS - BLDG 1

59 T-402 ENLARGED PLANS - BLDG 1

60 T-403 ENLARGED PLANS - BLDG 5

61 T-404 ENLARGED PLANS - BLDG 21

62 T-501 TECHNOLOGY DETAILS

TOTAL SHEETS: 62

DEDUCT ALTERNATES

DEDUCT OPTION 1:

EXCLUDING RENOVATION SCOPE FOR ROOM 106 IN BUILDING 21

DEDUCT OPTION 2:

EXCLUDING RENOVATION SCOPE FOR ROOM 145 IN BUILDING 1

1" = 200'-0"

COLMERY-O'NEIL VA MEDICAL CENTER CAMPUS MAP

BUILDING 1 - KEY PLAN

BUILDING 5 - KEY PLAN

BUILDING 21 - KEY PLAN

N

N

N

N

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" MIN1. 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 VA INFRASTRUCTURE STANDARD FOR TELECOMMUNICATION SPACES

• 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: TOPEKA, KS

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 EXISTING

ATTIC AND OTHER: R-49 EXISTING

WALLS, ABOVE GRADE

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

WALL, BELOW GRADE

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

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

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

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

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 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

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' -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 6 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. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

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

/2

/2

:2 :3

P

M

GENERAL INFORMATION

NR

02 62

BGJ

BID DOCUMENTS

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

1/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

GI001

1, 5, 21

SPUR #: 1794.14

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. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

P

M

BUILDING 1 - FIRST FLOOR - ENVIRONMENTAL

HAZARDS

CD

03 62

JR

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

01/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

HA100

1, 5, 21

SPUR #: 1794.14

No. REVISION DESCRIPTION DATE

KEY NOTES

REMOVE RESILIENT COVE BASE COVER MOLDING AND ADHESIVE FROM

THE UNDERLYING 6" ASBESTOS TERRAZZO BASE USING MANUAL MEANS

AND LOW VOC CHEMICAL METHODS WITHIN A REGULATED AREA, 60 LF

COVE BASE.

REMOVE NON-ASBESTOS CARPET AND ADHESIVE FROM UNDERLYING 6"

ASBESTOS TERRAZZO BASE USING MANUAL MEANS AND LOW VOC

CHEMICAL METHODS IN A REGULATED AREA, 75 LF OF COVE BASE.

HIDDEN ASBESTOS WINDOW CAULK AND/OR GLAZE, PROTECT AS

NECESSARY.

ASBESTOS TRANSITE AND/OR BLACK TAR (PACM) PRESENT IN HEAT

CONVECTOR WALL POCKET, PROTECT AS NECESSARY.

ASBESTOS PIPE INSULATION AND MUDDED FITTINGS PRESENT IN

PLASTER CHASE, PROTECT AS NECESSARY.

ASSUMED ASBESTOS BLACK TAR AT EXTERIOR WALL FACE AND VOID,

PROTECT AS NECESSARY.

ASSUMED HIDDEN WINDOW ASSEMBLY WITH ASBESTOS AND LEAD

COMPONENTS, PROTECT AS NECESSARY.

ASBESTOS TERRAZZO COVEBASE PRESENT BEHIND INTERIOR FINISH

WALLS, PROTECT AS NECESSARY.

ASBESTOS BUILT-UP ROOF SYSTEM (PACM), PROTECT AS NECESSARY.

ASBESTOS TERRAZZO COVEBASE MAY BE PRESENT BEHIND INTERIOR

FINISH WALLS, PROTECT AS NECESSARY.

DO NOT PROCEED WITH DUCT DEMOLITION OR REMOVAL OF DUCT

INSULATION UNTIL WHICH TIME AN ASBESTOS SURVEY WITH LISTED

SUSPECT ASBESTOS SAMPLE RESULTS HAVE BEEN PROVIDED TO THE

VACOR. PROCEED IN ACCORDANCE WITH ANY ASBESTOS RELATED

INSTRUCTIONS. IN CONCORDANCE WITH REMOVAL OF DRYWALL

CEILING, CONDUCT SURVEY ABOVE CEILING WITH MATERIAL EMPHASIS

OF ASBESTOS DUCT INSULATION, ASBESTOS DUCT SEAM SEALANTS,

AND CAULKS. CONTRACTOR INSPECTION SURVEY TO BE PERFORMED

BY A VACOR APPROVED LICENSED ASBESTOS INSPECTOR. WHERE

ASBESTOS MATERIALS ARE PRESENT AND WILL BE IMPACTED BY WORK,

PERFORM ALL DUCT DEMOLITION/REMEDIATION AT ADDITIONAL COST BY

LICENSED PERSONNEL WITHIN A NEGATIVE PRESSURE ENCLOSURE IN

ACCORDANCE WITH SPECIFICATION 02 82 11, TRADITIONAL ASBESTOS

ABATEMENT, 1 INSPECTION SURVEY.

WHERE 9" X 9" FLOOR TILE AND/OR UNDERLYING BLACK MASTIC IS

ENCOUNTERED UNDER CARPET, STOP WORK AND REPORT DISCOVERY

TO VACOR, PROTECT AS NECESSARY. AN APPROVED LICENSED

ASBESTOS INSPECTOR IS REQUIRED TO VISUALLY OBSERVE NUMEROUS

LOCATIONS UNDER CARPET IN CENTER AREAS TO ACCESS POTENIAL.

WHERE 9" X 9" FLOOR TILE IS OBSERVED, REMOVE AT ADDITIONAL COST

BY LICENSED PERSONNEL WITHIN A NEGATIVE PRESSURE ENCLOSURE

IN ACCORDANCE WITH SPECIFICATION 02 82 13 19, ASBESTOS FLOOR

TILE AND MASTIC ABATEMENT.

REMOVE DOOR FRAME WITH LBP USING MANUAL MEANS WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 1 DOOR FRAME AND 1 NEGATIVE

PRESSURE ENCLOSURE.

LBP ORANGE LBP STEAM OR DRAIN PIPE, PROTECT AS NECESSARY.

LBP ORANGE PIPE HANGERS AND/OR SADDLES, PROTECT AS

NECESSARY.

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

UP

UP

DN

UP

DF

DF

A7 A7

L3

L3

A7

A7

A7

A7

A5 A4

A3

A6 A4

A3

A1

L2

A4

A3

A4

A3A3 A3

A6

L2

L2

L3

A2

L3

L3

L1

A9

L3

A8

A2

A8

A10

GENERAL NOTES

CONTRACTOR IS TO BE LICENSED TO ENGAGE IN ASBESTOS AND LEAD RELATED PROJECT WORK AND USE LICENSED/TRAINED PERSONNEL.

ABATEMENT WORK WILL REQUIRE THREE MOBILIZATIONS TO FACILITATE WORK FLOW IN ACCORDANCE WITH AN APPROVED PROJECT SCHEDULE.

WITHIN AN NPE, HVAC AIR FLOW SHALL BE SHUTDOWN AND DUCT OPENINGS COVERED WITH CRITICAL BARRIERS THROUGHOUT ABATEMENT. SCHEDULE SHUTDOWNS WITH THE VACOR TO ACCOMMODATE

FACILITY AND CONSTRUCTION REQUIREMENTS.

ALL AUTHORIZED PERSONNEL WITHIN AN NPE SHALL DON, AT MINIMUM, HALF FACE AIR PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST SUITS (WITH BOOT AND HEAD COVERS) AND GLOVES.

RESPIRATORY PROTECTION MAY REQUIRE USE OF POWERED AIR PURIFYING RESPIRATORS.

REGULATED AREA NEGATIVE PRESSURE ENCLOSURES SHALL BE PREPARED IN ACCORDANCE WITH THE FOLLOWING:A) ALL FLOORS, CEILINGS AND WALLS SHALL BE ISOLATED USING 2-LAYERS OF 6-MIL POLY

SHEETING; B) OSHA ASBESTOS SIGNAGE AT ENTRANCE TO REGULATED AREAS; C)SINGLE-POINT OF ENTRY WITH 3-STAGE WET DECONTAMINATION STATION TO ALLOW WORKERS TO REMOVE PPE, WASH AND

VACUUM THEMSELVES OFF PRIOR TO EXITING THE REGULATED WORK AREA; D) MAINTAINED UNDER NEGATIVE PRESSURE (-0.02 IN WG OR BETTER) USING HEPA FILTERED AIR MACHINES WITH EXHAUST ROUTED TO

OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F) CLEAN/CHANGE ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES (OPAQUE POLY REQUIRED AS NEEDED FOR PRIVACY); G)

RENEWABLE ADHESIVE MATS IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC DOES NOT SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.

PERFORM ABATEMENT USING THE FOLLOWING CONTROLS: A) HEPA FILTERED VACUUM FOR CONTINUOUS AND FINAL CLEANUP; B) ONLY MANUAL REMOVAL MEANS/TOOLS ARE ALLOWED TO DISTURB ACM

(MECHANICAL TOOLS PROHIBITED FOR ACM REMOVAL).

CLEANING OF REGULATED WORK AREAS IS TO INCLUDE HEPA VACUUMING & WET WIPING METHODS. REGULATED AREAS ARE TO PASS A SUCCESSFUL VISUAL INSPECTION BY THE VPIH PRIOR TO COLLECTION OF

CLEARANCE SAMPLES.

VPIH WILL PERFORM PERIMETER AIR MONITORING, VISUAL INSPECTIONS AND FINAL AIR CLEARANCE SAMPLING.

CONTRACTOR TO PERFORM OSHA EMPLOYEE EXPOSURE MONITORING.

WASTE PRODUCED DURING REMEDIATION SHALL BE COLLECTED, CONTAINERIZED, LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE WITH ASBESTOS AND LEAD SPECIFICATIONS 02.82.11 AND 02833313.

WASTE CONTAINERS, TOOLS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO LEAVING REGULATED WORK AREA.

WHERE THE COMBINED AREA OF THE NPE INCLUDING , DECONTAMINATION, LOADOUT, AND WORK CHAMBERS DOES NOT FIT WITHIN A ROOM, THE DECON/LOADOUT CONFIGURATION MAY EXTEND INTO 1/2 WIDTH

OF THE HALLWAY AS REQUIRED TO ALLOW PASSAGE IN CORRIDOR

A11

A11

A12

A11

BID DOCUMENTS

A12

L1

L2

L3

VISUAL KEY

AREA OF ASBESTOS TERRAZZO COVE BASE

NEGATIVE PRESSURE ENCLOSURE

2,000 CFM HEPA FILTERED AIR MACHINE

3-STAGE WET DECON CHAMBER

DEC

AIR

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text A141

AutoCAD SHX Text C110

AutoCAD SHX Text C109

AutoCAD SHX Text C107

AutoCAD SHX Text C108

AutoCAD SHX Text C116F

AutoCAD SHX Text C116A

AutoCAD SHX Text C116

AutoCAD SHX Text C116B

AutoCAD SHX Text C105

AutoCAD SHX Text C104

AutoCAD SHX Text C106

AutoCAD SHX Text C115

AutoCAD SHX Text A142

AutoCAD SHX Text A143F

AutoCAD SHX Text C116C

AutoCAD SHX Text C116D

AutoCAD SHX Text C119

AutoCAD SHX Text C120

AutoCAD SHX Text C124

AutoCAD SHX Text C125

AutoCAD SHX Text C121

AutoCAD SHX Text C122

AutoCAD SHX Text C123

AutoCAD SHX Text C123B

AutoCAD SHX Text C123A

AutoCAD SHX Text C126

AutoCAD SHX Text C127

AutoCAD SHX Text C1-02

AutoCAD SHX Text A145

AutoCAD SHX Text C117

AutoCAD SHX Text C104F

AutoCAD SHX Text C116E

AutoCAD SHX Text C105E

AutoCAD SHX Text A143

AutoCAD SHX Text C102

AutoCAD SHX Text C101

AutoCAD SHX Text A144

AutoCAD SHX Text C103

AutoCAD SHX Text C113

AutoCAD SHX Text C112

AutoCAD SHX Text C111

AutoCAD SHX Text C114D

AutoCAD SHX Text C114

AutoCAD SHX Text C114B

AutoCAD SHX Text C114C

AutoCAD SHX Text C114C

AutoCAD SHX Text C114

AutoCAD SHX Text C1-03

AutoCAD SHX Text C1-01

AutoCAD SHX Text A142A

AutoCAD SHX Text A101G

AutoCAD SHX Text C114T

AutoCAD SHX Text A1-E4

AutoCAD SHX Text A101H

AutoCAD SHX Text A101J 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. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

P

M

BUILDING 5 - SECOND FLOOR -

ENVIRONMENTAL HAZARDS

CD

04 62

JR

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

01/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

HA500

1, 5, 21

SPUR #: 1794.14

No. REVISION DESCRIPTION DATE

KEY NOTES

REMOVE NON-ASBESTOS FLOOR TILE WITH UNDERLYING FLOOR LEVELER AND ASBESTOS

BLACK MASTIC USING MANUAL MEANS WITHIN NEGATIVE PRESSURE ENCLOSURE, 1,400 SF.

REMOVE NON-ASBESTOS FLOOR TILE WITH UNDERLYING ASBESTOS BLACK MASTIC REMNANT

USING MANUAL MEANS WITHIN NEGATIVE PRESSURE ENCLOSURE, 725 SF.

REMOVE RESILIENT COVE BASE MOLDING AND REMOVE MASTIC FROM THE 6" ASBESTOS

UNDERLYING TERRAZZO BASE USING MANUAL MEANS AND CHEMICAL METHODS WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 145 LF RM B207 AND 110 LF IN ROOM B214A.

HIDDEN ASBESTOS WINDOW CAULK AND/OR GLAZE, PROTECT AS NECESSARY.

ASBESTOS TRANSITE AND/OR BLACK TAR (PACM) PRESENT IN HEAT CONVECTOR WALL POCKET,

PROTECT AS NECESSARY.

POTENTIAL FOR ASBESTOS PIPE INSULATION AND MUDDED FITTINGS, PROTECT AS NECESSARY.

ASSUMED ASBESTOS BLACK TAR AT EXTERIOR WALL FACE AND VOID, PROTECT AS NECESSARY.

ASBESTOS BUILT-UP ROOF SYSTEM (PACM), PROTECT AS NECESSARY.

LBP WINDOW COMPONENTS, PROTECT AS NECESSARY.

A1

A2

A3

A4

A5

A6

A7

A8

L1

VISUAL KEY

ABATEMENT AREA OF FLOOR TILE WITH UNDERLYING FLOOR LEVEL AND ASBESTOS BLACK

MASTIC

ABATEMENT AREA OF FLOOR TILE WITH UNDERLYING ASBESTOS BLACK MASTIC REMNANT

AREA OF ASBESTOS TERRAZZO COVE BASE

NEGATIVE PRESSURE ENCLOSURE

3-STAGE WET DECON CHAMBER

2,000 CFM HEPA FILTERED AIR MACHINE

DEC

AIR

B223A

B223B C236A C236B

B223

B223C

C236 C236C

B222

B224

B221

B225

B215

B214C

B226

B215E

B214A B211E

A202E

B211 B210

B214 B213

B212

B209

B207A

B208

B206

A201E

B205

B204 B203

A202

A201

A257

C256 C255

C253A

C253

C251 C252A

C254

C250

C249

C248

C247

C245C

C246

C245D

B217/B218

B219

B2-C1

A2-C1

A227

B220F

DN

B220

B226A B226B

DN

UP

A229

A228F

A228

C240

C2-C1

C247E

A230

EL-1

A231 A232

C223A

C233

C233B

C242

C241

C244E

C234

C238

C238F

DN

C239

C244

C245

C245B

C235 C237

B207

C252

B B

B

B P

C

P

C

C A

L1

A5

A4

L1

A5

A4

L1

A4

A3

A2

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A4

A8

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

L1

A5

A4

A4L1

A4L1

A4

L1

A4

L1

A3

A8

A7

A7

A6

A7

A7

A6

BID DOCUMENTS

GENERAL NOTES

CONTRACTOR IS TO BE LICENSED TO ENGAGE IN ASBESTOS AND LEAD RELATED PROJECT WORK AND USE LICENSED/TRAINED PERSONNEL.

ABATEMENT WORK WILL REQUIRE THREE MOBILIZATIONS TO FACILITATE WORK FLOW IN ACCORDANCE WITH AN APPROVED PROJECT SCHEDULE.

WITHIN AN NPE, HVAC AIR FLOW SHALL BE SHUTDOWN AND DUCT OPENINGS COVERED WITH CRITICAL BARRIERS THROUGHOUT ABATEMENT. SCHEDULE SHUTDOWNS WITH THE VACOR TO ACCOMMODATE FACILITY AND CONSTRUCTION REQUIREMENTS.

ALL AUTHORIZED PERSONNEL WITHIN AN NPE SHALL DON, AT MINIMUM, HALF FACE AIR PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST SUITS (WITH BOOT AND HEAD COVERS) AND GLOVES. RESPIRATORY PROTECTION MAY REQUIRE USE OF POWERED AIR PURIFYING

RESPIRATORS.

REGULATED AREA NEGATIVE PRESSURE ENCLOSURES SHALL BE PREPARED IN ACCORDANCE WITH THE FOLLOWING:A) ALL FLOORS, CEILINGS AND WALLS SHALL BE ISOLATED USING 2-LAYERS OF 6-MIL POLY SHEETING; B) OSHA ASBESTOS SIGNAGE AT ENTRANCE TO REGULATED

AREAS; C)SINGLE-POINT OF ENTRY WITH 3-STAGE WET DECONTAMINATION STATION TO ALLOW WORKERS TO REMOVE PPE, WASH AND VACUUM THEMSELVES OFF PRIOR TO EXITING THE REGULATED WORK AREA; D) MAINTAINED UNDER NEGATIVE PRESSURE (-0.02 IN WG OR BETTER)

USING HEPA FILTERED AIR MACHINES WITH EXHAUST ROUTED TO OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F) CLEAN/CHANGE ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES (OPAQUE POLY REQUIRED AS NEEDED FOR PRIVACY); G) RENEWABLE

ADHESIVE MATS IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC DOES NOT SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.

PERFORM ABATEMENT USING THE FOLLOWING CONTROLS: A) HEPA FILTERED VACUUM FOR CONTINUOUS AND FINAL CLEANUP; B) ONLY MANUAL REMOVAL MEANS/TOOLS ARE ALLOWED TO DISTURB ACM (MECHANICAL TOOLS PROHIBITED FOR ACM REMOVAL).

CLEANING OF REGULATED WORK AREAS IS TO INCLUDE HEPA VACUUMING & WET WIPING METHODS. REGULATED AREAS ARE TO PASS A SUCCESSFUL VISUAL INSPECTION BY THE VPIH PRIOR TO COLLECTION OF CLEARANCE SAMPLES.

VPIH WILL PERFORM PERIMETER AIR MONITORING, VISUAL INSPECTIONS AND FINAL AIR CLEARANCE SAMPLING.

CONTRACTOR TO PERFORM OSHA EMPLOYEE EXPOSURE MONITORING.

WASTE PRODUCED DURING REMEDIATION SHALL BE COLLECTED, CONTAINERIZED, LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE WITH ASBESTOS AND LEAD SPECIFICATIONS 02.82.11 AND 02833313.

WASTE CONTAINERS, TOOLS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO LEAVING REGULATED WORK AREA.

WHERE THE COMBINED AREA OF THE NPE INCLUDING , DECONTAMINATION, LOADOUT, AND WORK CHAMBERS DOES NOT FIT WITHIN A ROOM, THE DECON/LOADOUT CONFIGURATION MAY EXTEND INTO 1/2 WIDTH OF THE HALLWAY AS REQUIRED TO ALLOW PASSAGE IN CORRIDOR

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

F 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. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

Drawing Number

Building Number

P

M

BUILDING 21 - FIRST FLOOR -

ENVIRONMENTAL HAZARDS

CD

05 62

JR

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

01/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

HA210

1, 5, 21

SPUR #: 1794.14

No. REVISION DESCRIPTION DATE

KEY NOTES

REMOVE NON-ASBESTOS FLOOR TILE WITH UNDERLYING ASBESTOS BLACK MASTIC USING

MANUAL MEANS WITHIN NEGATIVE PRESSURE ENCLOSURE, 1,000 SF.

REMOVE SINK IN WHOLE WITH ASBESTOS CONTAINING BLACK SINK SOUNDPROOFING WITHIN

EXISTING NEGATIVE PRESSURE ENCLOSURE, 1 EACH.

ASSUMED ASBESTOS HVAC DUCT INSULATION ABOVE PLASTER CEILING, PROTECT AS

NECESSARY.

HIDDEN ASBESTOS WINDOW CAULK AND/OR GLAZE, PROTECT AS NECESSARY.

ASBESTOS TRANSITE AND/OR BLACK TAR (PACM) PRESENT IN HEAT CONVECTOR WALL POCKET,

PROTECT AS NECESSARY.

ASBESTOS BUILT-UP ROOF SYSTEM (PACM), PROTECT AS NECESSARY.

ASSUMED ORANGE LBP CEILING HANGERS, PROTECT AS NECESSARY.

A1

VISUAL KEY

ABATEMENT AREA OF FLOOR TILE WITH UNDERLYING ASBESTOS BLACK MASTIC

NEGATIVE PRESSURE ENCLOSURE

3-STAGE WET DECON CHAMBER

2,000 CFM HEPA FILTERED AIR MACHINE

DEC

AIR

A2

A3

A4

A5

A6

L1

115A

106B 106C

109A

109F

110E

111E

116P

111F

118F

119A

CDR1

121A

B

A

A5

A4

A5

A4

A4

A2

A3

A1

A3

A1

A3

A1

L1

A6

A5

A4

A5

A4

A5

A4

A5

A4

A5

A4

A5

A4 A4

A4

A4

A6

A5

A4

A5

A4

A5

A4

A4

A4

A3

BID DOCUMENTS

GENERAL NOTES

CONTRACTOR IS TO BE LICENSED TO ENGAGE IN ASBESTOS AND LEAD RELATED PROJECT WORK AND USE LICENSED/TRAINED PERSONNEL.

ABATEMENT WORK WILL REQUIRE THREE MOBILIZATIONS TO FACILITATE WORK FLOW IN ACCORDANCE WITH AN APPROVED PROJECT SCHEDULE.

WITHIN AN NPE, HVAC AIR FLOW SHALL BE SHUTDOWN AND DUCT OPENINGS COVERED WITH CRITICAL BARRIERS THROUGHOUT ABATEMENT. SCHEDULE SHUTDOWNS WITH THE VACOR TO ACCOMMODATE FACILITY AND CONSTRUCTION REQUIREMENTS.

ALL AUTHORIZED PERSONNEL WITHIN AN NPE SHALL DON, AT MINIMUM, HALF FACE AIR PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST SUITS (WITH BOOT AND HEAD COVERS) AND GLOVES. RESPIRATORY PROTECTION MAY REQUIRE USE OF POWERED AIR PURIFYING

RESPIRATORS.

REGULATED AREA NEGATIVE PRESSURE ENCLOSURES SHALL BE PREPARED IN ACCORDANCE WITH THE FOLLOWING:A) ALL FLOORS, CEILINGS AND WALLS SHALL BE ISOLATED USING 2-LAYERS OF 6-MIL POLY SHEETING; B) OSHA ASBESTOS SIGNAGE AT ENTRANCE TO REGULATED

AREAS; C)SINGLE-POINT OF ENTRY WITH 3-STAGE WET DECONTAMINATION STATION TO ALLOW WORKERS TO REMOVE PPE, WASH AND VACUUM THEMSELVES OFF PRIOR TO EXITING THE REGULATED WORK AREA; D) MAINTAINED UNDER NEGATIVE PRESSURE (-0.02 IN WG OR BETTER)

USING HEPA FILTERED AIR MACHINES WITH EXHAUST ROUTED TO OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F) CLEAN/CHANGE ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES (OPAQUE POLY REQUIRED AS NEEDED FOR PRIVACY); G) RENEWABLE

ADHESIVE MATS IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC DOES NOT SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.

PERFORM ABATEMENT USING THE FOLLOWING CONTROLS: A) HEPA FILTERED VACUUM FOR CONTINUOUS AND FINAL CLEANUP; B) ONLY MANUAL REMOVAL MEANS/TOOLS ARE ALLOWED TO DISTURB ACM (MECHANICAL TOOLS PROHIBITED FOR ACM REMOVAL).

CLEANING OF REGULATED WORK AREAS IS TO INCLUDE HEPA VACUUMING & WET WIPING METHODS. REGULATED AREAS ARE TO PASS A SUCCESSFUL VISUAL INSPECTION BY THE VPIH PRIOR TO COLLECTION OF CLEARANCE SAMPLES.

VPIH WILL PERFORM PERIMETER AIR MONITORING, VISUAL INSPECTIONS AND FINAL AIR CLEARANCE SAMPLING.

CONTRACTOR TO PERFORM OSHA EMPLOYEE EXPOSURE MONITORING.

WASTE PRODUCED DURING REMEDIATION SHALL BE COLLECTED, CONTAINERIZED, LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE WITH ASBESTOS AND LEAD SPECIFICATIONS 02.82.11 AND 02833313.

WASTE CONTAINERS, TOOLS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO LEAVING REGULATED WORK AREA.

WHERE THE COMBINED AREA OF THE NPE INCLUDING , DECONTAMINATION, LOADOUT, AND WORK CHAMBERS DOES NOT FIT WITHIN A ROOM, THE DECON/LOADOUT CONFIGURATION MAY EXTEND INTO 1/2 WIDTH OF THE HALLWAY AS REQUIRED TO ALLOW PASSAGE IN CORRIDOR

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

F

DETAIL NOTES:

EXISTING RIBBED CONCRETE SLAB.

DRILL 1/4" PILOT HOLE TO FIELD LOCATE RECEPTACLE. VERIFY

PILOT HOLE HAS NOT HIT RIB OF PAN JOIST FLOOR BEFORE

PRECEEDING. IF PILOT HOLE HITS RIB, SHIFT PILOT HOLE A

DISTANCE OF (A+B/2) PERPENDICULAR TO THE RIBS.

ACCEPTABLE REGION TO LOCATE RECEPTACLE. RECEPTACLE

SHALL BE FIELD LOCATED TO AVOID RIBS.

FIELD CUT RECTANGULAR OPENING FOR RECEPTACLE BOX

AFTER ACCEPTABLE LOCATION IS CONFIRMED. DO NOT

OVERCUT CORNERS

NOTES:

ANY REBAR ENCOUNTERED WHILE DRILLING THE PILOT HOLE

SHALL NOT BE CUT. NO REBAR SHALL BE CUT UNTIL IT IS

CONFIRMED THAT THE HOLE IS NOT OVER A RIB.

RECEPTACLE BOXES SHALL NOT BE ALUMINUM.

PATCH CONCRETE AROUND RECEPTACLE AS REQUIRED

NTS

A

B 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. AR12100034 EXP. 12/31/2021

MECH ENGR REG. NO. PE12100220 EXP. 07/31/2022

ELEC ENGR REG. NO. PE12100195 EXP. 07/31/2022

STRUCTURAL ENGINEER

STAND STRUCTURAL ENG.

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

RATED ENGINEERING

1424 GLEN COVE DRIVE

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

COMMISSIONING

ES2

13401 N SANTA FE AVE.

OKLAHOMA CITY, OK 73114

(405) 528-4500

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 #: 1794.14

/2

/2

:2 :5

A

M

STRUCTURAL GENERAL NOTES

CGBPWS

BID DOCUMENTS

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT DESIGN

01/27/2022

589A5-21-702

COLMERY-O'NEIL VA MC

2200 SW GAGE BLVD

TOPEKA, KS 66622

S001

1, 5, 21

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):

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2021 EDITION". REFER TO THE SPECIAL STRUCTURAL INSPECTION

NOTES FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO

COMMENCING WORK.

3. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL

PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR

SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION FROM

THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S

RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL ERECTION PROCEDURES,

SEQUENCING AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT

PARTS DURING ERECTION. THIS INCLUDES WHATEVER SHORING, SHEETING,

TEMPORARY BRACING, GUYING OR TIE DOWNS WHICH MIGHT BE NECESSARY.

5. FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT CHANGES

MADE IN SHOP DRAWINGS, WHICH DO NOT COMPLY WITH THE CONTRACT

DOCUMENTS.

6. COLUMNS, BEAMS, JOISTS, OR TRUSSES SHALL NOT BE FIELD CUT OR TRIMMED

FOR ANY REASON WITHOUT THE WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

8. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

REVIEWED BY THE ARCHITECT/ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

9. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, OR LOCATIONS DO NOT

COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS, COORDINATE ADJUSTMENTS

WITH THE ARCHITECT.

10. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

1 1/2" = 1'-0"

FLOOR RECEPTACLE1

No. REVISION DESCRIPTION DATE

1/27/2022 06 62

UP

DN

UP

UP

UP

UP

UP

DN

UP UP

UPUP

UP

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.