P09 FINAL PG 1-110 Combined_Drawings.pdf

BLDG 5

BLDG 4

CLIN-1. REMOVE BLDG. #5 ELEVATOR MODIFICATION

SCOPE. ANY WORK ASSOCIATED WITH THIS

MODIFICATION WILL NEED TO BE REMOVED FROM THE

PROJECT SCOPE.

CLIN-2. REMOVE BLDG. #4 ELEVATOR MODIFICATION

SCOPE. ANY WORK ASSOCIATED WITH THIS

MODIFICATION WILL NEED TO BE REMOVED FROM THE

PROJECT SCOPE.

CLIN (DEDUCT) LIST

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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:0

A

M

COVER SHEET

ECO 01 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA DEFICIENCIES

VA PROJECT NUMBER: 589A5-21-101

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

COLMERY-O'NEIL VA MEDICAL CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

BID DOCUMENTS

GI000

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[07] MECHANICAL

86 M-000 LEGEND AND ABBREVIATIONS

87 MH100 BUILDING 4 MECHANICAL HVAC PLAN - BASEMENT

88 MH101 BUILDING 4 MECHANICAL HVAC & PIPIING PLAN - FIRST FLOOR

89 MH102 BUILDING 4 MECHANICAL HVAC & PIPIING PLAN - SECOND FLOOR

90 MH103 BUILDING 4 MECHANICAL HVAC PLAN - PENTHOUSE

91 MH200 BUILDING 5 MECHANICAL HVAC PLAN - BASEMENT

92 MH201 BUILDING 5 MECHANICAL HVAC PLAN - FIRST FLOOR

93 MH202 BUILDING 5 MECHANICAL HVAC DUCT PLAN - SECOND FLOOR

94 MH203 BUILDING 5 MECHANICAL HVAC DUCT PLAN - PENTHOUSE

95 M-701 MECHANICAL DETAILS & SCHEDULES

[08] ELECTRICAL

96 E-000 ELECTRICAL LEGEND, SYMBOLS, AND ABBREVIATIONS

97 E-100 REFERENCE PLAN - BLDG 4 BASEMENT & FIRST FLOOR

98 E-101 REFERENCE PLAN - BLDG 4 SECOND FLOOR & PENTHOUSE

99 E-102 REFERENCE PLAN - BLDG 5 BASEMENT & FIRST FLOOR

100 E-103 REFERENCE PLAN - BLDG 5 SECOND FLOOR & PENTHOUSE

101 E-400 ENLARGED PLANS - BLDG 4 - BASEMENT & FIRST FLOOR

102 E-401 ENLARGED PLANS - BLDG 4 - SECOND FLOOR & PENTHOUSE

103 E-402 ENLARGED PLANS - BLDG 5 - BASEMENT & FIRST FLOOR

104 E-403 ENLARGED PLANS - BLDG 5 - SECOND FLOOR & PENTHOUSE

105 E-601 ELECTRICAL ONE-LINE DIAGRAM - BLDG 4

106 E-602 ELECTRICAL ONE-LINE DIAGRAM - BLDG 5

[09] VERTICAL CIRCULATION

107 VT001 GENERAL ELEVATOR INFORMATION

108 VT002 PLANS AND HOISTWAY SECTION - ELEVATOR BLDG 4

109 VT003 GENERAL ELEVATOR INFORMATION

110 VT004 PLANS AND HOISTWAY SECTION - ELEVATOR BLDG 5

TOTAL SHEETS: 110

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[04] ARCHITECTURAL

43 AS001 ARCHITECTURAL SITE PLAN

44 A-100 OVERALL PLAN - BLDG 4 - BASEMENT & FIRST FLOOR

45 A-101 OVERALL PLAN - BLDG 4 - SECOND FLOOR & PENTHOUSE

46 A-102 OVERALL PLAN - BLDG 5 - BASEMENT & FIRST FLOOR

47 A-103 OVERALL PLAN - BLDG 5 - SECOND FLOOR & PENTHOUSE

48 AE021 PARTITION TYPES

49 AE100 ENLARGED PLANS - BLDG 4 - CRAWL SPACE

50 AE101 ENLARGED PLANS - BLDG 4 - BASEMENT

51 AE102 ENLARGED PLANS - BLDG 4 - FIRST FLOOR

52 AE103 ENLARGED PLANS - BLDG 4 - SECOND FLOOR

53 AE104 ENLARGED PLANS - BLDG 4 - PENTHOUSE

54 AE105 ENLARGED PLANS - BLDG 5 - CRAWL SPACE

55 AE106 ENLARGED PLANS - BLDG 5 - BASEMENT

56 AE107 ENLARGED PLANS - BLDG 5 - FIRST FLOOR

57 AE108 ENLARGED PLANS - BLDG 5 - SECOND FLOOR

58 AE109 ENLARGED PLANS - BLDG 5 - PENTHOUSE

59 AE201 SECTIONS & DETAILS

60 AE202 DOOR SCHEDULE, PLAN & SECTION DETAILS

[05] FIRE PROTECTION

61 FA001 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS - BLDG 4

62 FA002 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS - BLDG 5

63 FA101 FIRE ALARM OVERALL PLAN - BLDG 4 - BASEMENT & FIRST FLOOR

64 FA102 FIRE ALARM OVERALL PLAN - BLDG 4 - PENTHOUSE & SECOND FLOOR

65 FA103 FIRE ALARM OVERALL PLAN - BLDG 5 - BASEMENT & FIRST FLOOR

66 FA104 FIRE ALARM OVERALL PLAN - BLDG 5 - PENTHOUSE & SECOND FLOOR

67 FA401 FIRE ALARM PLANS - BLDG 4 - ENLARGED

68 FA402 FIRE ALARM PLANS - BLDG 5 - ENLARGED

69 FX101 FIRE SUPPRESSION OVERALL PLAN - BLDG 4 - BASEMENT & FIRST FLOOR

70 FX102 FIRE SUPPRESSION OVERALL PLAN - BLDG 4 - PENTHOUSE & SECOND FLOOR

71 FX103 FIRE SUPPRESSION OVERALL PLAN - BLDG 5 - BASEMENT & FIRST FLOOR

72 FX104 FIRE SUPPRESSION OVERALL PLAN - BLDG 5 - PENTHOUSE & SECOND FLOOR

73 FX401 FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS - BLDG 4 - ENLARGED

74 FA003 FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS - BLDG 5 - ENLARGED

[06] PLUMBING

75 P-000 PLUMBING LEGEND

76 PP100 BUILDING 4 PLUMBING PIPING PLAN - CRAWL SPACE

77 PP101 BUILDING 4 PLUMBING PIPING PLAN - BASEMENT

78 PP102 BUILDING 4 PLUMBING PIPING PLAN - FIRST FLOOR

79 PP103 BUILDING 4 PLUMBING PIPING PLAN - SECOND FLOOR

80 PP104 BUILDING 4 PLUMBING PIPING PLAN - PENTHOUSE

81 PP200 BUILDING 5 PLUMBING PIPING PLAN - CRAWL SPACE

82 PP201 BUILDING 5 PLUMBING PIPING PLAN - BASEMENT

83 PP202 BUILDING 5 PLUMBING PIPING PLAN - FIRST FLOOR

84 PP203 BUILDING 5 PLUMBING PIPING PLAN - SECOND FLOOR

85 PP204 BUILDING 5 PLUMBING PIPING PLAN - PENTHOUSE

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 LIFE SAFETY PLANS - BUILDING 4

04 GI003 LIFE SAFETY PLANS - BUILDING 4

05 GI004 LIFE SAFETY PLANS - BUILDING 5

06 GI005 LIFE SAFETY PLANS - BUILDING 5

07 GI006 PHASING PLAN - BLDG 4 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE ONE

08 GI007 PHASING PLAN - BLDG 4 - SECOND FLOOR & PENTHOUSE - PHASE ONE

09 GI008 PHASING PLAN - BLDG 4 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE TWO

10 GI009 PHASING PLAN - BLDG 4 - SECOND FLOOR & PENTHOUSE - PHASE TWO

11 GI010 PHASING PLAN - BLDG 4 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE THREE

12 GI011 PHASING PLAN - BLDG 4 - SECOND FLOOR & PENTHOUSE - PHASE THREE

13 GI012 PHASING PLAN - BLDG 5 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE ONE

14 GI013 PHASING PLAN - BLDG 5 - SECOND FLOOR & PENTHOUSE - PHASE ONE

15 GI014 PHASING PLAN - BLDG 5 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE TWO

16 GI015 PHASING PLAN - BLDG 5 - SECOND FLOOR & PENTHOUSE - PHASE TWO

17 GI016 PHASING PLAN - BLDG 5 - CRAWL SPACE, BASEMENT, AND FIRST FLOOR - PHASE THREE

18 GI017 PHASING PLAN - BLDG 5 - SECOND FLOOR & PENTHOUSE - PHASE THREE

[02] HAZARDOUS MATERIALS

19 HA000 ENVIRONMENTAL HAZARDS - GENERAL NOTES

20 HA004 BUILDING 4 - CRAWLSPACE - ENVIRONMENTAL HAZARDS

21 HA400 BUILDING 4 - BASEMENT - ENVIRONMENTAL HAZARDS

22 HA401 BUILDING 4 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

23 HA402 BUILDING 4 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

24 HA403 BUILDING 4 - PENTHOUSE - ENVIRONMENTAL HAZARDS

25 HA005 BUILDING 5 - CRAWLSPACE - ENVIRONMENTAL HAZARDS

26 HA500 BUILDING 5 - BASEMENT - ENVIRONMENTAL HAZARDS

27 HA501 BUILDING 5 - FIRST FLOOR - ENVIRONMENTAL HAZARDS

28 HA502 BUILDING 5 - SECOND FLOOR - ENVIRONMENTAL HAZARDS

29 HA503 BUILDING 5 - PENTHOUSE - ENVIRONMENTAL HAZARDS

[03] STRUCTURAL

30 S-001 STRUCTURAL GENERAL NOTES

31 S-100 BLDG 4 - CRAWL SPACE

32 S-101 BLDG 4 - BASEMENT

33 S-102 BLDG 4 - FIRST FLOOR

34 S-103 BLDG 4 - SECOND FLOOR

35 S-104 BLDG 4 - PENTHOUSE / ROOF

36 S-105 BLDG 5 - CRAWL SPACE

37 S-106 BLDG 5 - BASEMENT

38 S-107 BLDG 5 - FIRST FLOOR

39 S-108 BLDG 5 - SECOND FLOOR

40 S-109 BLDG 5 - PENTHOUSE / ROOF

41 S-500 SECTIONS

42 S-501 SECTIONS

04 & 05

LOCATION MAP

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" 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

TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

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

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

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

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

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

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

VOLUNTARY STANDARD BODIES.

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

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

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

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

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

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

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

• 2021 NATIONAL FIRE CODES (NFPA)

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

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

• 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:

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 EXISITING

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

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)

HMD HOLLOW METAL DOOR PAINT

HMDF HOLLOW METAL DOOR FRAME

PAINT

HMWF HOLLOW METAL WINDOW FRAME

PAINT

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HARDWARE

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'- 0"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project 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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:0

A

M

GENERAL INFORMATION

ECO 02 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

GI001

04 & 05

A

A0-E9

A13 A14

A24A A24A01

A11

A02

A0-C1

A01A A24B

A2E A01E

A0-S1

A0-E10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

A

B

CRAWL SPACE

CRAWL SPACE

C

UP

B09A

B08

CRAWL SPACE

B08F B09 B0-C1

B07E

B07 B06 B05 B04 B03

C0-C1

B09B

OPEN TO BELOW

DN

C17 C17F

C15 C15A

C17A

E C18

CRAWL SPACE

F

C19E

C23 C22 C21 C20

G C19

TO MECHANICAL

ACCESS PIT,

OPEN TO EXTERIOR

H

C15B

C17B UP

D1

D

CRAWL SPACE

CRAWL SPACE

J

A

A

A141 A139

A1-E9

A1-C4

A103 A102

A101A

A114 A145

B134

A143

A103E

A102E

A0-E10

A101

A1-C2

UP

DN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

A137

A

B127A

A138 B127 B128 C154 C155

A136

C153 A1-C3

B126 B129

C152

A136A B126A

A138A

B129A

B125A

B121

B119 B120 B121A

B121E

B119A B1-C3

B123

B115E B1-C1

B115

B118 B117

B116A B114

C173

B113

DN

DN

B112 B110

C175 C174

C175A C174A

C172

H

B116 B1-C4 B108

B109

B107

B106 B105 B104

B122 B1-S3

UP UP

B131

C1-3

G

B1-C2

B132 B133

C143A

C143B C143

C146B

C171

C147 C148 C168

C170 C169A C169

B125

B125F

B132A

C144

C142

C142A

C145 C146

C146C

F

C146A C160

C149 C161

C170E C163A C1-C1

C163E

C144A

C1-S2

UP UP

B130

C150

UP

C162

C163 C164

C165

C166 C167

E

C158F C158 DN

D1

D

C1-C2 C151 C157

C

DN

DN

C156

B

J

AREA NOT IN SCOPE

EGRESS PATH

BUILDING EXIT

OCCUPANT LOAD

NFPA 101-2021 EDITION

CONSTRUCTION TYPE: (NFPA-220 TABLE 4.1.1 IN ACCORDANCE WITH THE VA FIRE PROTECTION

DESIGN MANUAL 2.1): TYPE II (000)

BUILDING HEIGHT: (TABLE 19.1.6.1)

2 STORIES, 24'-9" HEIGHT

BUILDING AREA:

AREA LIMITATION: NOT APPLICABLE (NFPA-101)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

FIRE RESISTANCE RATINGS (NFPA-220 SECTION 5.1 IN ACCORDANCE WITH THE VA FIRE

PROTECTION DESIGN MANUAL 2.1):

• 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)

CHAPTER 19: EXISTING HEALTHCARE OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• BASEMENT FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• FIRST FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SECOND FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SEE TABLE BELOW FOR ROOMS AFFECTED BY CONSTRUCTION.

ELEVATOR HOISTWAYS (NFPA TABLE 7.3.1.2)

SHAFTS MINIMUM 1-HOUR RATING (NFPA 7.1.3.2.1)

• 3-STORIES OR LESS IS 1-HOUR RATING FOR SHAFT ENCLOSURE.

DEAD END CORRIDOR MAXIMUM DISTANCE: 30' (NFPA-101 19.2.5.3) N/A

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA-101 19.2.5.5) N/A

MAXIMUM TRAVEL DISTANCE: 200' (NFPA-101 19.2.6.2.1) N/A

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA-101 19.3.6.1 EXCEPTION 3) N/A

ALL EXIT DOORS PROVIDED ARE EXISTING AND NOT PART OF THIS SCOPE OF WORK.

STAIR WIDTH PROVIDED IS EXISTING AND NOT PART OF THIS SCOPE OF WORK.

PROTECTED AREAS:

- NOT APPLICABLE AS PART OF THE SCOPE OF WORK FOR THIS PROJECT..

SMOKE COMPARTMENTALIZATION:

- NOT APPLICABLE.

FIRE ALARM SYSTEM:

- EXISTING TO REMAIN.

STANDPIPES:

- EXISTING TO REMAIN.

FIRE - 1 HOUR

FIRE - 2 HOUR

FIRE / SMOKE - 1 HOUR

FIRE / SMOKE - 2 HOUR

TRAVEL DISTANCE: 59'-9"

TRAVEL DISTANCE: 75'-7"

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

AREA

OCC. LOAD

FACTOR IN SF

OCC. LOADOCCUPANT ROOM TYPEROOM

STORAGE USE, OTHER N/A

15 NET

A14

A141

130 SF

143 SF

N/A

OCCUPANT LOAD PER NFPA 101-2021

PER TABLE 7.3.1.2

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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:0

A

M

LIFE SAFETY PLANS - BUILDING 4

ECO 03 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

GI002

LIFE SAFETY LEGEND

LIFE SAFETY REQUIREMENTS

RATED PARTITIONS & BARRIERS

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 4 - BASEMENT1

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 4 - FIRST FLOOR2

N

A144

A238

A2-9

A270 A269

A113

A271

A202A203

A234A A234

AS-S1 A236

A106

A107

A234F A0-E10

DN

UP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

ROOF BELOW

A

B227A

B227 B228 C244

C247G

C244A

B

B226 B229

ROOF BELOW

C2-C2 B226A

B2-C2

B229A B225A

B221 B220

B219 B220A

B221E

B218A B2-C3

B223

B215E B2-C1

B222

UP

B231

B218 B217

B216A

B214

B213

ROOF BELOW

H

B212 B210 C262 C261

B215 B216 B2-C4

B208 B209

B207

B206 B205 B204 C268 C267

C2-C4 C264

C258

C259

C255A

G

C265 C263

C2-C1

C266

C257

C256 C255 C254

C2-C3

B232 B233

B225

B225F B232A

C239

C240 C241

C249

C256E

C251E

C253A

F

E

C239A C2-S2

UP

C250 C251

C251A C252 C253

B230 ROOF BELOW

C242 C247F

C243A

C247A

C247

C246A C

D1

D

C243 C246

J

B -S

A

A144

A238

A2-9

A270 A269

A113

A271

A202A203

A234A A234

AS-S1 A236

A106

A107

A234F A0-E10

DN

UP

10 11 12 13 14 15 16 17 18 19 20 21

ROOF BELOW

C244 C247G

C244A

ROOF BELOW

C2-C2

ROOF BELOW

C262 C261

B204 C268 C267 C2-C4

C264 C258

C259

C265 C263

C2-C1

C266

C257

C2-C3

B233 C239

C240 C241

C249

C256E

C239A C2-S2

UP

ROOF BELOW

C242 C247F

C243A

C247A

C247

C246A

C243 C246

TRAVEL DISTANCE: 67'-6"

TRAVEL DISTANCE: 86'-8"

D1

D

E

F

G

10 11 12 13 14 15 17 18 19 20 21 22 23 24 250807060504030201 09

C

B

A

A301

14.5

DA

NFPA 101-2021 EDITION

CONSTRUCTION TYPE: (NFPA-220 TABLE 4.1.1 IN ACCORDANCE WITH THE VA FIRE PROTECTION

DESIGN MANUAL 2.1): TYPE II (000)

BUILDING HEIGHT: (TABLE 19.1.6.1)

2 STORIES, 24'-9" HEIGHT

BUILDING AREA:

AREA LIMITATION: NOT APPLICABLE (NFPA-101)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

FIRE RESISTANCE RATINGS (NFPA-220 SECTION 5.1 IN ACCORDANCE WITH THE VA FIRE

PROTECTION DESIGN MANUAL 2.1):

• 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)

CHAPTER 19: EXISTING HEALTHCARE OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• BASEMENT FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• FIRST FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SECOND FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SEE TABLE BELOW FOR ROOMS AFFECTED BY CONSTRUCTION.

ELEVATOR HOISTWAYS (NFPA TABLE 7.3.1.2)

SHAFTS MINIMUM 1-HOUR RATING (NFPA 7.1.3.2.1)

• 3-STORIES OR LESS IS 1-HOUR RATING FOR SHAFT ENCLOSURE.

DEAD END CORRIDOR MAXIMUM DISTANCE: 30' (NFPA-101 19.2.5.3) N/A

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA-101 19.2.5.5) N/A

MAXIMUM TRAVEL DISTANCE: 200' (NFPA-101 19.2.6.2.1) N/A

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA-101 19.3.6.1 EXCEPTION 3) N/A

ALL EXIT DOORS PROVIDED ARE EXISTING AND NOT PART OF THIS SCOPE OF WORK.

STAIR WIDTH PROVIDED IS EXISTING AND NOT PART OF THIS SCOPE OF WORK.

PROTECTED AREAS:

- NOT APPLICABLE AS PART OF THE SCOPE OF WORK FOR THIS PROJECT..

SMOKE COMPARTMENTALIZATION:

- NOT APPLICABLE.

FIRE ALARM SYSTEM:

- EXISTING TO REMAIN.

STANDPIPES:

- EXISTING TO REMAIN.

AREA NOT IN SCOPE

EGRESS PATH

BUILDING EXIT

OCCUPANT LOAD

FIRE - 1 HOUR

FIRE - 2 HOUR

FIRE / SMOKE - 1 HOUR

FIRE / SMOKE - 2 HOUR

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

AREA

OCC. LOAD

FACTOR IN SF

OCC. LOADOCCUPANT ROOM TYPEROOM

15 NET A238 145 SF 10

OCCUPANT LOAD PER NFPA 101-2021

PER TABLE 7.3.1.2

TRAVEL DISTANCE: 42'-9"

TRAVEL DISTANCE: 69'-9"

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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:1

A

M

LIFE SAFETY PLANS - BUILDING 4

ECO 04 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

GI003

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 4 - SECOND FLOOR1

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 4 - PENTHOUSE3

LIFE SAFETY REQUIREMENTS

LIFE SAFETY LEGEND

RATED PARTITIONS & BARRIERS

N

N

1/16" = 1'-0"

TEMPORARY LIFE SAFETY PLAN - BLDG 4 - SECOND FLOOR2

A5

A1 A13A A13

A13B

A9

EL-1

A8

A6

A2E A1E

A1A

EL-2

UP

A B C D E F G H J K L M N P Q R S T

B3B

B3E

EEWS

B3 B3F B3A B0-C3

B2E

B2A B2 C12C C12B C12

C12A

C11

EEWS

C0-C2

C11A

C10 C10F

C11E

DN

C9 C9A

C9B

C9D

C9H UP

C9G

A

A1-C1

A101BB102

A101A

A101 A101C A160

A135

A132

EL-1

A128 A127

A129

A1-C1A102E A101E

EL-2

A B C D E F G H J K L M N P Q R S T

A130P

A130B A130A

C139B

B123A B123B C139A

A130

B123 C139C

B123C C139

C1-C3

C140A

A131

B122

B114C B115

B114D B114B

B117

B111E B1-C1

DN UP

B120 B119

B126

B111 B110 B114A B114 B113

B112

B107A B108

DN

DN

B107 C155

B109

B106 B105 B104

B103

C157A

C157

C159 C158 C156

C154 C155A

B123D

B120F

B124 C138

C141F B125

B126A B126B C136A

C136 C143

C144

C1-C1

C150P

C153 C152 C151

C150E

C150 C149 C148D

C148C

C145

C147E

C136B C142

C148A

UP DN C147

C148 C148B

C137 C141

C140

B

B P

C

A

A1-C1

A101BB102

A101A

A101 A101C A160

A135

A132

EL-1

A128 A127

A129

A1-C1A102E A101E

EL-2

H J K L M N P

A130P

A130B A130A

C139B

C139A

A130

C139C C139

C1-C3

C140A

A131

DN

DN

C155

C157A

C157

C159 C158 C156

C154 C155A

C138

C141F

C136A

C136 C143

C144

C1-C1

C150P

C153 C152 C151

C145

C136B C142

UP DN

C137 C141

C140

TRAVEL DISTANCE: 62'-2"

TRAVEL DISTANCE: 77'-6"

FIRE - 1 HOUR

FIRE - 2 HOUR

FIRE / SMOKE - 1 HOUR

FIRE / SMOKE - 2 HOUR

AREA NOT IN SCOPE

EGRESS PATH

BUILDING EXIT

OCCUPANT LOAD

NFPA 101-2021 EDITION

CONSTRUCTION TYPE: (NFPA-220 TABLE 4.1.1 IN ACCORDANCE WITH THE VA FIRE PROTECTION

DESIGN MANUAL 2.1): TYPE II (000)

BUILDING HEIGHT: (TABLE 19.1.6.1)

2 STORIES, 24'-9" HEIGHT

BUILDING AREA:

AREA LIMITATION: NOT APPLICABLE (NFPA-101)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

FIRE RESISTANCE RATINGS (NFPA-220 SECTION 5.1 IN ACCORDANCE WITH THE VA FIRE

PROTECTION DESIGN MANUAL 2.1):

• 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)

CHAPTER 39: EXISTING BUSINESS OCCUPANCY

OCCUPANT LOADS (NFPA-101 TABLE 7.3.1.2):

• BASEMENT FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• FIRST FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SECOND FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

ELEVATOR HOISTWAYS (NFPA-101 TABLE 7.3.1.2)

SHAFTS MINIMUM 1-HOUR RATING (NFPA 7.1.3.2.1)

• 3-STORIES OR LESS IS 1-HOUR RATING FOR SHAFT ENCLOSURE.

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (NFPA-101 39.2.5.2) N/A

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA-101 19.2.5.5) N/A

MAXIMUM TRAVEL DISTANCE: 200' (NFPA-101 19.2.6.2.1) N/A

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA-101 39.3.6.1 EXCEPTION 3) N/A

ALL EXIT DOORS PROVIDED ARE EXISTING AND NOT PART OF THIS SCOPE OF WORK.

STAIR WIDTH PROVIDED IS EXISTING AND NOT PART OF THIS SCOPE OF WORK.

PROTECTED AREAS:

- NOT APPLICABLE AS PART OF THE SCOPE OF WORK FOR THIS PROJECT..

SMOKE COMPARTMENTALIZATION:

- NOT APPLICABLE.

FIRE ALARM SYSTEM:

- EXISTING TO REMAIN.

STANDPIPES:

- EXISTING TO REMAIN.

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

AREA

OCC. LOAD

FACTOR IN SF

OCC. LOADOCCUPANT ROOM TYPEROOM

BUSINESS 100

15 NET

A135

A9

145 SF

146 SF

OCCUPANT LOAD PER NFPA 101-2021

PER TABLE 7.3.1.2

TRAVEL DISTANCE: 52'-4"

TRAVEL DISTANCE: 76'-1"

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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:1

A

M

LIFE SAFETY PLANS - BUILDING 5

ECO 05 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

GI004

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 5 - BASEMENT1

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 5 - FIRST FLOOR2

RATED PARTITIONS & BARRIERS

LIFE SAFETY LEGEND

N

N

LIFE SAFETY REQUIREMENTS

1/16" = 1'-0"

TEMPORARY LIFE SAFETY PLAN - BLDG 5 - FIRST FLOOR3

A233

A202 A201 A257

A202E A201E

A227 A228 A228F

A229

EL-1

A230

A232

EL-2

A2-C1

DN

A B C D E F G H J K L M N P Q R S T

B223A B223B C236A C236B

B223 B223C C236 C236C

B222 B224

B221 B225

B215 B214C

B226

B215E

B214A B211E

B211 B210

B214 B213 B212 B209

B207A B208

B206

B205 B204 B203 C256 C255

C253A C253

C251 C252A

C254

C250 C249 C248 C247 C245C

C246 C245D

B217/B218 B219

B2-C1

B220F

DN

B220 B226A B226B

C240

C2-C1 C247E

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 3 C

A

A B C D E F G H J K L M N P Q R S T

A B C D E F G H J K L M N P Q R S T

A

A233

A202 A201 A257

A202E A201E

A227 A228 A228F

A229

EL-1

A230

A232

EL-2

A2-C1

DN

H J K L M N P Q

C236A C236B

C236 C236C

C256 C255 C253A

C253

C251 C252A

C254

C250 C249 C248 C247

C240

C2-C1 C247E

C223A C233 C233B

C242 C241

C244E

C234 C238

C238F

DN

C239

C235 C237

C252

C P

C

TRAVEL DISTANCE: 70'-0"

A300

A303

NFPA 101-2021 EDITION

CONSTRUCTION TYPE: (NFPA-220 TABLE 4.1.1 IN ACCORDANCE WITH THE VA FIRE PROTECTION

DESIGN MANUAL 2.1): TYPE II (000)

BUILDING HEIGHT: (TABLE 19.1.6.1)

2 STORIES, 24'-9" HEIGHT

BUILDING AREA:

AREA LIMITATION: NOT APPLICABLE (NFPA-101)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

FIRE RESISTANCE RATINGS (NFPA-220 SECTION 5.1 IN ACCORDANCE WITH THE VA FIRE

PROTECTION DESIGN MANUAL 2.1):

• 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)

CHAPTER 19: EXISTING HEALTHCARE OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• BASEMENT FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• FIRST FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SECOND FLOOR HEALTHCARE USE = EXISTING LOAD DOES NOT CHANGE

• SEE TABLE BELOW FOR ROOMS AFFECTED BY CONSTRUCTION.

ELEVATOR HOISTWAYS (NFPA TABLE 7.3.1.2)

SHAFTS MINIMUM 1-HOUR RATING (NFPA 7.1.3.2.1)

• 3-STORIES OR LESS IS 1-HOUR RATING FOR SHAFT ENCLOSURE.

DEAD END CORRIDOR MAXIMUM DISTANCE: 30' (NFPA-101 19.2.5.3) N/A

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA-101 19.2.5.5) N/A

MAXIMUM TRAVEL DISTANCE: 200' (NFPA-101 19.2.6.2.1) N/A

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA-101 19.3.6.1 EXCEPTION 3) N/A

ALL EXIT DOORS PROVIDED ARE EXISTING AND NOT PART OF THIS SCOPE OF WORK.

STAIR WIDTH PROVIDED IS EXISTING AND NOT PART OF THIS SCOPE OF WORK.

PROTECTED AREAS:

- NOT APPLICABLE AS PART OF THE SCOPE OF WORK FOR THIS PROJECT..

SMOKE COMPARTMENTALIZATION:

- NOT APPLICABLE.

FIRE ALARM SYSTEM:

- EXISTING TO REMAIN.

STANDPIPES:

- EXISTING TO REMAIN.

AREA NOT IN SCOPE

EGRESS PATH

BUILDING EXIT

OCCUPANT LOAD

FIRE - 1 HOUR

FIRE - 2 HOUR

FIRE / SMOKE - 1 HOUR

FIRE / SMOKE - 2 HOUR

AREA

OCC. LOAD

FACTOR IN SF

OCC. LOADOCCUPANT ROOM TYPEROOM

BUSINESS 100 A232 145 SF 2

OCCUPANT LOAD PER NFPA 101-2021

PER TABLE 7.3.1.2

TRAVEL DISTANCE: 42'-4"

TRAVEL DISTANCE: 69'-2"

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. EXP. 12/31/2023

ENGR REG. NO. EXP. 12/31/2023

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

INDUSTRIAL HYGENIST

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

KS A-930

KS E-2586

Drawing Number

Building Number

SPUR #: 1794.09

ELEVATOR CONSULTANT

LERCH BATES

2001 BRYAN STREET, SUITE 1930

DALLAS, TX 75201

(972) 232-7267 COLMERY-O'NEIL VA MED CENTER

2200 SW GAGE BLVD

TOPEKA, KS 66622

/1

/2

:1

:1

A

M

LIFE SAFETY PLANS - BUILDING 5

ECO 06 110DLK

BID DOCUMENTS

REPAIR LIFE SAFETY/ FCA

DEFICIENCIES

12/15/2021

589A5-21-101

GI005

1/16" = 1'-0"

LIFE SAFETY PLAN - BLDG 5 - SECOND FLOOR1

1/16" = 1'-0"

LIFE SAEFTY PLAN - BLDG 5 - PENTHOUSE3

LIFE SAFETY REQUIREMENTS

LIFE SAFETY LEGEND

RATED PARTITIONS & BARRIERS

N

N

1/16" = 1'-0"

TEMPORARY LIFE SAFETY PLAN - BLDG 5 - SECOND FLOOR2

JJ

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

A

B

CRAWL SPACE

CRAWL SPACE

C

UP

UP

B09A

B08

CRAWL SPACE

B08F B09 B0-C1 A0-C1

B07E

B07 B06 B05 B04 B03 A02

A2E A01E

A01

C0-C1

B09B

OPEN TO BELOW

DN A11

A12F

C17 C17F

A0-S1 A13

C15 A14

A0-E9 C15A

C17A

E

C18

CRAWL SPACE

F

C19E

A24A A24 C23 C22 C21 C20

G

A01A A24B C19

TO MECHANICAL

ACCESS PIT,

OPEN TO EXTERIOR

H

C15B

C17B UP

D1

D

CRAWL SPACE

CRAWL SPACE

J

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

A137

A

B127A

A138 B127 B128 C154 C155

A136

C153 A1-C3

B126 B129

C152

A136A B126A

A138A

B129A

B125A

B121

B119 B120 B121A

B121E

B119A B1-C3

B123

B115E B1-C1

B115

B118 B117

B116A B114

A101A C173

B113

DN

DN

B112 B110

C175 C174

C175A C174A

C172

H

B116 B1-C4 B108

B109

B107

B106 B105 B104

B122 B1-S3

UP UP

B131 B134

A1-C4

A101

A103E

A103

A102E

A102

A143 A144

A1-C1

C1-3

G

A145

B1-C2

B132 B133

A1-E9 A140

A1-C2

C143A

C143B C143

C146B

C171

C147 C148 C168

C170 C169A C169

B125

B125F

B132A A1-S1

C144 A141

C142

C142A

C145 C146

C146C

F

C146A C160

C149 C161

C170E C163A C1-C1

C163E

UP A139 C144A

C1-S2

UP UP

B130

C150

UP

C162

C163 C164

C165

C166 C167

E

C158F C158 DN

D1

D

C1-C2 C151 C157

C

DN

DN

C156

B

J

D

E

F

13 14 1514.5

DA

1. INSTALL NEW PIPE ROUTING IN CRAWL SPACE AREA DUE TO THE INSTALLATION OF THE NEW

ELEVATOR. COORDINATE ALL PIPING RELOCATIONS WITH PLUMBING DRAWINGS.

2. ONCE NEW PIPING HAS BEEN INSTALLED, CONTRACTOR TO CUT OVER OF PIPING TO THE

EXISTING CONNECTIONS TO THE BUILDING AND EQUIPMENT SYSTEMS. THIS WORK WILL NEED TO

BE DONE ON NIGHTS OR WEEKENDS TO LIMIT THE DOWN TIME OF THE SYSTEM.

3. AFTER NEW PIPING HAS BEEN INSTALLED AND CUT OVER, PIPING SYSTEM TO BE TESTED AND

CONFIRM SYSTEM IS RUNNING PROPERLY. ONCE PLUMBING SYSTEM IS CONFIRMED, THE

CONTRACTOR CAN DEMO THE EXISTING PIPING AND REMOVE FROM THE CRAWL SPACE.

4. DURING THE PIPING DEMO WORK, THE CONTRACTOR CAN BEGIN THE REMOVAL OF THE CRAWL

SPACE DIRT AREA FOR THE INSTALLATION OF THE NEW ELEVATOR PIT.

5. PROVIDE SAFETY SHORING AS NEEDED IN THE PIT AREA AGAINST THE DIRT THAT WILL REMAIN.

1. PROVIDE ICRA BARRIERS AROUND INTERIOR CONSTRUCTION AREA PRIOR TO DEMOLITION WORK

AT THIS FLOOR.

2. INSTALL 2-HOUR RATED FIRE BARRIER AROUND SHAFT AREA TO MAINTAIN SEPARATION OF

SHAFT WORKING AREA FROM FUNCTIONAL AREAS OF THE BUILDING.

3. DEMO EXISTING CEILING EXTENTS AS NEEDED FOR REMOVAL OF MECHANICAL DUCTWORK AND

PIPING AT THE NEW ELEVATOR INSTALLATION AREA.

4. DEMO BASEMENT FLOOR SLAB AREA FOR NEW ELEVATOR INSTALLATION. CONTRACTOR TO

PROVIDE THE NECESSARY SAFETY PRECAUTIONS FOR STRUCTURAL SHORING, GUARDRAILS,

ETC. FOR REMOVAL OF THE SLAB AND PROTECTION OF A FLOOR OPENING.

5. CONTRACTOR TO INSTALL STRUCTURAL REINFORCEMENTS AT THIS TIME.

CRAWL SPACE FLOOR - PHASING NOTES:

BASEMENT FLOOR - PHASING NOTES:

PHASING NOTES

1. PROVIDE ICRA BARRIERS AROUND INTERIOR CONSTRUCTION AREA PRIOR TO DEMOLITION WORK

AT THIS FLOOR.

2. DEMO EXISTING EXTERIOR WALL ON FIRST FLOOR FOR CONSTRUCTION ACCESS TO AND FROM

WORK AREA IN THE BUILDING AS SHOWN ON THE PLAN. PROVIDE CONSTRUCTION BARRIERS

AROUND THIS AREA INTERIOR AND EXTERIOR.

3. INSTALL TEMPORARY 2-HOUR RATED FIRE BARRIER AROUND SHAFT AREA TO MAINTAIN

SEPARATION OF SHAFT WORKING AREA FROM FUNCTIONAL AREAS OF THE BUILDING.

4. DEMO EXISTING CEILING EXTENTS AS NEEDED FOR REMOVAL OF MECHANICAL DUCTWORK AND

PIPING AT THE NEW ELEVATOR INSTALLATION AREA.

5. DEMO FIRST FLOOR SLAB AREA FOR NEW ELEVATOR INSTALLATION. CONTRACTOR TO PROVIDE

THE NECESSARY SAFETY PRECAUTIONS FOR STRUCTURAL SHORING, GUARDRAILS, ETC. FOR

REMOVAL OF THE SLAB AND PROTECTION OF A FLOOR OPENING.

6. CONTRACTOR TO INSTALL STRUCTURAL REINFORCEMENTS AT THIS TIME.

7. DEMO EXTENTS OF ADJACENT STORAGE CLOSET AREA WHICH INCLUDES CORRIDOR WALL AND

DOOR AND FRAME SYSTEM.

FIRST FLOOR - PHASING NOTES:

TEMPORARY 2-HOUR RATED FIRE BARRIER. BARRIER TO BE INSTALLED PRIOR TO COMMENCEMENT

OF DEMOLITION OF CONCRETE SLAB AREA PER FLOOR FOR NEW ELEVATOR SHAFT.

NEED TO MAINTAIN SEPARATION OF SPACE…