TP09 Final Drawings 01 657A4-20-700 Resubmitted SS 100 percent CD Drawings-General.pdf

DY

H

STOP

S

A.B.R

EFER TO C

IVIL AND E

LE CTRICAL

DRAWINGS FOR ADDITI

ONAL SITE

IN

FORMATION.

R

EFER TO SH

EE T GI002 FOR

APPLICABLE AB BREVIATIONS,

SYMBOLS A

ND

GENE

RAL NOTES.

CONC.

WALK

H

PROJECT LOCATION

N . W

E

STW

O O

D

BLV

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

F U

L L

Y S

P R

IN

K

L E

R E

D

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

/1

/2

:0 :5

A

M

GI-000

COVER SHEET

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADES

VA PROJECT NUMBER: 657A4-20-700

EHRM INFRASTRUCTURE UPGRADES

03/12/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

RESUBMITTED 100%

CONSTRUCTION DOCUMENTS

SHEET INDEX

NUMBER SEQUENCE SHEET NAME

5-E-601 107 BLDG 5 ELECTRICAL SCHEDULES

6-EP100 108 BLDG 6 BASEMENT ELECTRICAL FLOOR PLAN

6-E-601 109 BLDG 6 ELECTRICAL SCHEDULES

7-EP100 110 ELEVATED INTERMEDIATE SPACE ELECTRICAL FLOOR PLAN

7-E-601 111 BLDG 7 ELECTRICAL SCHEDULES

8-EP101 112 BLDG 8 FIRST FLOOR ELECTRICAL FLOOR PLAN

8-E-601 113 BLDG 8 ELECTRICAL SCHEDULES

20-EP101 114 ELECTRICAL PARTIAL SITE PLAN

23-EP101 115 BLDG 23 FIRST FLOOR ELECTRICAL FLOOR PLAN

23-E-601 116 BLDG 23 ELECTRICAL SCHEDULES

[10] TECHNOLOGY

00-T-001 117 TECHNOLOGY LEGEND

00-TS101 118 TECHNOLOGY SITE PLAN

00-T-501 119 RACK ELEVATIONS

00-T-502 120 TECHNOLOGY DETAILS

00-T-503 121 TECHNOLOGY DETAILS

00-T-504 122 TECHNOLOGY DETAILS

00-T-505 123 TECHNOLOGY DETAILS

00-T-506 124 TECHNOLOGY DETAILS

00-T-507 125 TECHNOLOGY DETAILS

00-T-508 126 TECHNOLOGY DETAILS

1-T-100A 127 BLDG 1 GROUND FLOOR TECHNOLOGY FLOOR PLAN - AREA A

1-T-100B 128 BLDG 1 GROUND FLOOR TECHNOLOGY FLOOR PLAN - AREA B

1-T-101A 129 BLDG 1 FIRST FLOOR TECHNOLOGY FLOOR PLAN - AREA A

1-T-101B 130 BLDG 1 FIRST FLOOR TECHNOLOGY FLOOR PLAN - AREA B

1-T-102A 131 BLDG 1 SECOND FLOOR TECHNOLOGY FLOOR PLAN - AREA A

1-T-102B 132 BLDG 1 SECOND FLOOR TECHNOLOGY FLOOR PLAN - AREA B

1-T-103A 133 BLDG 1 THIRD FLOOR TECHNOLOGY FLOOR PLAN - AREA A

1-T-103B 134 BLDG 1 THIRD FLOOR TECHNOLOGY FLOOR PLAN - AREA B

1-T-104 135 BLDG 1 FOURTH FLOOR TECHNOLOGY FLOOR PLAN

1-T-105 136 BLDG 1 FIFTH FLOOR TECHNOLOGY FLOOR PLAN

1-T-106 137 BLDG 1 PENTHOUSE TECHNOLOGY FLOOR PLAN

1-T-401 138 BLDG 1 ENLARGED TECHNOLOGY FLOOR PLANS

2-T-101 139 BLDG 2 FIRST FLOOR TECHNOLOGY FLOOR PLAN

5-T-101 140 BLDG 5 BASEMENT/FIRST FLOOR TECHNOLOGY FLOOR PLAN

6-T-100 141 BLDG 6 BASEMENT/FIRST FLOOR TECHNOLOGY FLOOR PLAN

7-T-101 142 BLDG 7 SECOND FLOOR TECHNOLOGY FLOOR PLAN

8-T-101 143 BLDG 8 FIRST FLOOR TECHNOLOGY FLOOR PLAN

23-T-101 144 BLDG 23 FIRST FLOOR TECHNOLOGY FLOOR PLAN

TOTAL SHEETS: 144

SHEET INDEX

NUMBER SEQUENCE SHEET NAME

[06] FIRE PROTECTION

1-FA-001 53 BLDG 1 FIRE ALARM / MASS NOTIFICATION GENERAL NOTES

1-FA-101 54 BLDG 1 OVERALL FIRE ALARM PLANS

1-FA-102 55 BLDG 1 ENLARGED FIRE ALARM PLANS

1-FX-101 56 BLDG 1 OVERALL FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS

1-FX-102 57 BLDG 1 ENLARGED FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS

5-FA-001 58 BLDG 5 FIRE ALARM GENERAL NOTES, DIAGRAMS, AND LEGEND

5-FA-101 59 BLDG 5 FIRE ALARM FLOOR PLAN - BASEMENT

5-FX-101 60 BLDG 5 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - BASEMENT

6-FA-001 61 BLDG 6 FIRE ALARM GENERAL NOTES, DIAGRAMS, AND LEGEND

6-FA-101 62 BLDG 6 FIRE ALARM FLOOR PLAN - BASEMENT

6-FX-101 63 BLDG 6 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - BASEMENT

7-FA-001 64 BLDG 7 FIRE ALARM GENERAL NOTES, DIAGRAMS, AND LEGEND

7-FA-101 65 BLDG 7 FIRE ALARM FLOOR PLAN - BASEMENT

7-FX-101 66 BLDG 7 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - BASEMENT

8-FA-001 67 BLDG 8 FIRE ALARM GENERAL NOTES, DIAGRAMS, AND LEGEND

8-FA-101 68 BLDG 8 FIRE ALARM FLOOR PLAN - FIRST FLOOR

8-FX-101 69 BLDG 8 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - FIRST FLOOR

23-FA-001 70 BLDG 23 FIRE ALARM GENERAL NOTES, DIAGRAMS, AND LEGEND

23-FA-101 71 BLDG 23 FIRE ALARM FLOOR PLAN - FIRST FLOOR

23-FX-101 72 BLDG 23 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - FIRST FLOOR

[07] PLUMBING

P-000 73 PLUMBING LEGEND AND ABBREVIATIONS

1-P-100 74 BLDG 1 PLUMBING GROUND FLOOR PLAN

1-P-501 75 PLUMBING DETAILS AND SCHEDULES

[08] MECHANICAL

M-000 76 MECHANICAL LEGEND AND ABBREVIATIONS

1-M-100 77 BLDG 1 MECHANICAL GROUND FLOOR PLAN

1-M-101 78 BLDG 1 MECHANICAL FIRST FLOOR PLAN

1-M-102 79 BLDG 1 MECHANICAL SECOND FLOOR PLAN

1-M-103 80 BLDG 1 MECHANICAL THIRD FLOOR PLAN

1-M-104 81 BLDG 1 MECHANICAL FOURTH FLOOR PLAN

1-M-105 82 BLDG 1 MECHANICAL FIFTH FLOOR PLAN

1-M-106 83 BLDG 1 MECHANICAL SIXTH FLOOR PLAN

1-M-401 84 MECHANICAL ENLARGED PLANS

1-M-501 85 MECHANICAL DETAILS

1-M-502 86 MECHANICAL DETAILS

1-M-601 87 MECHANICAL SCHEDULES

1-M-701 88 MECHANICAL CONTROLS

1-M-702 89 MECHANICAL CONTROLS

[09] ELECTRICAL

00-E-001 90 ELECTRICAL LEGEND

00-E-501 91 ELECTRICAL DETAILS

00-E-502 92 ELECTRICAL DETAILS

1-ESD101 93 BLDG 1 PAVILION COURTYARD SITE PLAN

1-EP100 94 BLDG 1 GROUND FLOOR ELECTRICAL FLOOR PLAN

1-EP101A 95 BLDG 1 FIRST FLOOR ELECTRICAL FLOOR PLAN - CORE

1-EP101B 96 BLDG 1 FIRST FLOOR ELECTRICAL FLOOR PLAN - URGENT CARE

1-EP102 97 BLDG 1 SECOND FLOOR ELECTRICAL FLOOR PLAN

1-EP103 98 BLDG 1 THIRD FLOOR ELECTRICAL FLOOR PLAN

1-EP104 99 BLDG 1 FOURTH FLOOR ELECTRICAL FLOOR PLAN

1-EP105 100 BLDG 1 FIFTH FLOOR ELECTRICAL FLOOR PLAN

1-EP106 101 BLDG 1 SIXTH FLOOR ELECTRICAL FLOOR PLAN

1-E-401 102 BLDG 1 ENLARGED ELECTRICAL FLOOR PLANS

1-E-601 103 BLDG 1 ELECTRICAL ONE-LINE DIAGRAM - PART 1

1-E-602 104 BLDG 1 ELECTRICAL ONE-LINE DIAGRAM - PART 2

1-E-603 105 BLDG 1 ELECTRICAL SCHEDULES

5-EP100 106 BLDG 5 BASEMENT ELECTRICAL FLOOR PLAN

SHEET INDEX

NUMBER SEQUENCE SHEET NAME

[01] GENERAL

GI-000 1 COVER SHEET

GI-001 2 GENERAL INFORMATION

GI-101 3 LIFE SAFETY PLANS

GI-102 4 LIFE SAFETY PLANS

GI-201 5 PHASING PLANS

[02] HAZARDOUS MATERIALS

1-HA-000 6 BLDG 1 BASEMENT ENVIRONMENTAL HAZARDS

1-HA-G00 7 BLDG 1 GROUND FLOOR ENVIRONMENTAL HAZARDS

1-HA-G01 8 BLDG 1 GROUND FLOOR CONTAINMENT DETAILS

1-HA-100 9 BLDG 1 FIRST FLOOR ENVIRONMENTAL HAZARDS

1-HA-101 10 BLDG 1 FIRST FLOOR CONTAINMENT DETAILS - 1

1-HA-102 11 BLDG 1 FIRST FLOOR CONTAINMENT DETAILS - 2

1-HA-200 12 BLDG 1 SECOND FLOOR ENVIRONMENTAL HAZARDS

1-HA-201 13 BLDG 1 SECOND FLOOR CONTAINMENT DETAILS

1-HA-300 14 BLDG 1 THIRD FLOOR ENVIRONMENTAL HAZARDS

1-HA-301 15 BLDG 1 THIRD FLOOR CONTAINMENT DETAILS

1-HA-400 16 BLDG 1 FOURTH FLOOR ENVIRONMENTAL HAZARDS

1-HA-401 17 BLDG 1 FOURTH FLOOR CONTAINMENT DETAILS

1-HA-500 18 BLDG 1 FIFTH FLOOR ENVIRONMENTAL HAZARDS

1-HA-600 19 BLDG 1 SIXTH AND SEVENTH FLOOR ENVIRONMENTAL HAZARDS

5-HA-000 20 BLDG 5 BASEMENT ENVIRONMENTAL HAZARDS

5-HA-100 21 BLDG 5 FIRST FLOOR ENVIRONMENTAL HAZARDS

6-HA-000 22 BLDG 6 BASEMENT ENVIRONMENTAL HAZARDS

6-HA-100 23 BLDG 6 FIRST FLOOR ENVIRONMENTAL HAZARDS

7-HA-000 24 BLDG 7 BASEMENT ENVIRONMENTAL HAZARDS

7-HA-100 25 BLDG 7 FIRST FLOOR ENVIRONMENTAL HAZARDS

8-HA-100 26 BLDG 8 FIRST FLOOR ENVIRONMENTAL HAZARDS

23-HA-100 27 BLDG 23 ENVIRONMENTAL HAZARDS

[03] CIVIL

1-GS 1 28 GENERAL LAYOUT PLAN

1-GS 2 29 DEMOLITION PLAN

1-GS 3 30 SITE PLAN

1-GS 4 31 GRADING & DRAINAGE PLAN

1-GS 5 32 DETAILS

1-GS 6 33 DETAILS

[04] STRUCTURAL

1-S-001 34 STRUCTURAL GENERAL NOTES

1-S-010 35 TYPICAL DETAILS

1-S-100 36 STRUCTURAL PLANS

1-S-500 37 SECTIONS

[05] ARCHITECTURAL

1-AD-011 38 BLDG 1 DEMOLITION PLAN

1-AE-021 39 PARTITION TYPES, DOOR & ROOM FINISH SCHEDULE

AS-001 40 ARCHITECTURAL SITE PLAN

1-AE-100 41 BLDG 1 GROUND FLOOR

1-AE-101 42 BLDG 1 FLOOR PLANS

1-AE-121 43 BLDG 1 ENLARGED PLAN - GROUND FLOOR

1-AE-131 44 REFLECTED CEILING PLANS

1-AE-132 45 ENLARGED REFLECTED CEILING PLAN

1-AE-133 46 ENLARGED REFLECTED CEILING PLANS

1-AE-140 47 ROOF PLAN

1-AE-201 48 ELEVATIONS

1-AE-301 49 BUILDING SECTIONS

1-AE-311 50 WALL SECTIONS

1-AE-401 51 VERTICAL CIRCULATION

1-AE-402 52 VERTICAL CIRCULATION

LOCATION MAP

CAMPUS MAP

AUTHORIZED SIGNATURE

APPROVAL

NAME

MEDICAL CENTER DIRECTOR

NAME

STERILE COMPOUNDING PHARMACIST

NAME

MEDICAL CENTER ASSOCIATE DIRECTOR

NAME

ASSOCIATE DIRECTOR OF PATIENT CARE SERVICES

NAME

CHIEF OF STAFF

NAME

CHIEF, FACILITIES MANAGEMENT

NAME

COR / PROJECT ENGINEER

NAME

OCCUPATIONAL SAFETY AND HEALTH SPECIALIST

NAME

CHIEF, PHARMACY SERVICE

NAME

INFECTION CONTROL NURSE

NAME

INDUSTRIAL HYGIENIST

NAME

QUALITY MANAGEMENT

AUTHORIZED STAMPS

Paul W. Spears

STRUCTURAL ENGINEER

John W. Poole, III

FIRE PROTECTION ENGINEER

Benjamin E. Noe

PROJECT DESCRIPTION

This project will include the construction of a new fiber backbone, a new server room that will be utilized for both existing and new servers, as well as the renovation of O&IT closets as indicated to include room modifications; HVAC cooling and controls; patch panel upgrades; provide cabling upgrades to CAT 6A; provide additional power and data drops for end user deployment equipment; provide power upgrades to OI&T closets and Telephone Room located on the John J. Pershing VA Medical Center campus per VA design guides and applicable standards and codes.

Ricky Haase

CIVIL ENGINEER

Seth A. Cavin

ARCHITECT

J. Ross Myles

MECHANICAL ENGINEER

Stephen J. Randall

REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER

ELECTRICAL ENGINEER

Justin R. Rhyneer

CERTIFIED INDUSTRIAL HYGIENIST

03/23/2021

RICKY

HAASE

ST

ATE OF MISSOUR

I

P R

O

FESSION AL ENGINEE

R

NUMBER

PE-2019017828

03/23/2021

CIH NO. 8594 CP

03/23/21

ABBREVIATIONS CODES STANDARDS & EXECUTIVE ORDERS

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT BLOCKING FOR

ALL WALL MOUNTED ACCESSORIES, FIXTURES, & EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS - 36"-48" ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM 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.

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

DOOR & 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 & USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT & BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY ST&ARDS, BOTH DOMESTIC & INTERNATIONAL, WHENEVER FEASIBLE, & TO PARTICIPATE IN VOLUNTARY STANDARD BODIES.

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

PROJECTS:

• 2018 INTERNATIONAL BUILDING CODE (IBC)

• 2018 NFPA 101 LIFE SAFETY CODE

• 2018 INTERNATIONAL FIRE CODE

• 2018 NFPA 101

• 2021 NFPA 220

• 2019 NFPA 900

• 2018 NFPA 5000

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

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

• 2020 NATIONAL ELECTRICAL CODE (NEC)

• 2015 INTERNATIONAL PLUMBING CODE (IPC)

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

• 2019 ASME BOILER AND PRESSURE VESSEL CODE

• 2007 ASME CODE FOR PRESSURE PIPING

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS, INCLUDING 2017 VA SUPPLEMENT - VA BARRIER FREE DESIGN STANDARD

(PG-18-13)

• 2017 ANSI ICC A117.1

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

• 2016 MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2006 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 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION.

• 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

• PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL

• OI&T INFRASTRUCTURE STANDARD FOR TELECOMMUNICATIONS

• GENERIC SMALL CAMPUS SUPPORT CENTER (DATA CENTER) DESIGN PORTFOLIO

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) & THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH & SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS & GIVEN OPPORTUNITY TO REVIEW DRAWINGS

PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY & FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT & VENTILATION, & ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 & 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 & 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 & STANDARDS & VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS & VA ADOPTED NATIONALLY RECOGNIZED CODES & 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

CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2016 EDITION

BUILDING LOCATION: POPLAR BLUFF, MO

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

INTERIOR DESIGN CONDITIONS:

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

VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-4):

ROOFS REQUIRED DESIGNED

INSULATION ENTIRELY ABOVR ROOF: R-20 c.i. R-20 c.i.

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. R-9.5 c.i.

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 FOR 24 in. R-15 FOR 24 in.

OPAQUE DOORS

SWINGING: U-0.700 U-0.700

ENERGY REQUIREMENTS

N

1. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE & OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET & DEPICT REQUIREMENTS FOR COMPLETE &

OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE &

ACCURATE INFORMATION TO COORDINATE COMPLETE & OPERATIONAL SYSTEMS, BUT

DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER

SHEETS & SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT

REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE & OPERATIONAL GOAL. LACK OF

COORDINATION & REVIEW OF DRAWINGS & SPECIFICATIONS AS AN ENTIRE DOCUMENT

TO INSTALL COMPLETE & OPERATIONAL SYSTEMS, BEING OBVIOUS & TYPICAL INDUSTRY

STANDARD, IDENTIFIED IN THE DRAWINGS & SPECIFICATIONS, SHALL NOT BE IN ANY WAY

AN ADDITIONAL COST TO THE GOVERNMENT.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY

WORK TO CONFIRM THE ACCURACY OF THE DRAWINGS, & REPORT ANY DISCREPANCIES

TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS &

EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN & FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

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

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES & CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH & REPAIR

ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING AT NO ADDITIONAL COST TO

THE GOVERNMENT.

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

GOVERNMENT.

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 SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 14 DAYS IN ADVANCE

OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF,

& 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 & SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR

INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS & MAY

NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE

OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING & APPROVED BY

THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR

OF WHICH OTHER DATE &/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 & 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.

11. ALL MATERIALS MUST BE SUBMITTED TO THE ARCHITECT AND THE VA FOR APPROVAL

PRIOR TO PURCHASE AND INSTALLATION.

12. REFER FAR PART 25 FOR BUY AMERICAN ACT POLICIES.

13. 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.

14. CONTRACTOR TO PROVIDE VA A MINIMUM 4-WEEK ROLLING LOOK-AHEAD SCHEDULE.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

1023A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00"

4B

3A

FIBERGLASS BATT

INSULATION

MINERAL WOOL

INSULATION

EXPANDED POLYSTYRENE

INSULATION

EXTRUDED POLYSTYRENE

INSULATION

POLYISOCYANURATE

INSULATION

SPRAY-APPLIED CLOSED

CELL INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD

EXTERIOR SHEATHING

BOARD

PLYWOOD

ROOM NAME

000A

150 SF

/1 A101

X0000

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES

ACT

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

AMT AMOUNT

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

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

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR COLOR

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

CSWK CASEWORK

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

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

F

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

FR FIRE RESISTANT

FT FEET

FTG FOOTING

G

GR FL GROUND FLOOR

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HORIZ HORIZONTAL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M

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

ORIG ORIGINAL

P

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

Q

QTY QUANTITY

R

RCP REFLECTED CEILING PLAN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STD STANDARD

STOR STORAGE

T

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR INSTALLED

VV VA PROVIDED / VA INSTALLED

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

X

X BRACE CROSS BRACE

REFERENCE SYMBOLS IDENTIFICATION TAGS

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

GRID HEAD & LINE

LEVEL INDICATOR

MATCH LINE & VIEW

REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

4' -0

M

A X

3' -4

M

A X

DRINKING

FOUNTAINPAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

M

A X

WASTE

RECEPTACLE

4' -0

M

A X

SOAP

DISPENSER

3' -0

M

A X

1'-6" MIN

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

FFE

3' -6

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

5' -0

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

M

A X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

HANDRAILS &

BUMPERGUARDS

6"

3' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

6" MAX

9" M

IN

SHOWER LAVATORY

WITH MIRROR

ON CENTER

WALL

2' -1

0" O

F R

E F

L E C

T

IV

E S

U R

F A

C E

3' -4

M

A X

. T O

B O

T T

O M

17 MIN

2' -3

M

IN

2' -9

M

A X

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

MIN

1'-0"

3'-6" MIN MAX

1'-0"

4'-6" MIN

1' -5

1' -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

3' -0

WALL

WALL

WALL

4"

6"

MIN

2'-0"

6" MAX

7" - 9"

3"

1' -6

11" MIN

17" - 25"

39"- 41"

1"

M

IN

TOILET ROOM TURNING

RADIUS

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

6' -0

2'-6"

4' -0

2'-6"

4' -0

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN

M

IN

FRONT APPROACH,

PUSH SIDE

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

& LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

M

IN

**48" MIN IF BOTH CLOSER

& LATCH PROVIDED

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @

ADA DRINKING FOUNTAIN

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:3 :0

P

M

GI-001

GENERAL INFORMATION

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

ELDM DM

RE

CR

EXIT LIGHT / SIGN

AREA OF NO WORK

EGRESS PATH

BUILDING EXIT

ICRA BARRIER & DOOR

FIRE EXTINGUISHER

CABINETFEC

NFPA 101-2018 EDITION

BUILDING 1

CONSTRUCTION HEIGHT: (2018 NFPA 101 TABLE 18.1.6.1)

EXISTING BUILDING: 7 STORIES, 96'-1" HEIGHT

NEW CONSTRUCTION: 1 STORY, WITH FUTURE CAPABILITY TO BE GREATER THAN OR EQUAL

TO 4 STORIES

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (2021NFPA 220, TABLE 4.1.1): TYPE 1 332

FIRE RESISTANCE RATINGS (2021 NFPA 220, CHAPTER 4, TABLE 4.1.1):

• EXTERIOR BEARING WALLS: 3 HR

• INTERIOR BEARING WALLS: 3 HR

• COLUMNS: 3 HR

• BEAMS, GIRDERS, TRUSES, AND ARCHES: 3 HR

• FLOOR-CEILING ASSEMBLIES: 2 HR

• ROOF-CEILING ASSEMBLIES 1 1/2 HR

• INTERIOR NON-BEARING WALLS: 0 HR

• EXTERIOR NON-BARING 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)

BUILDING OCCUPANCY: (NFPA 101, CHAPTERS 18 NEW HEALTHCARE OCCUPANCIES & CHAPTER 18

EXISTING HEALTHCARE OCCUPANCIES)

OCCUPANT LOADS (NO CHANGE IN OCCUPANCY)

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (NFPA 101, CHAPTER 38, SECTION 38.2.5.2.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA 101, CHAPTER 38, SECTION 38.2.5.3.1)

MAXIMUM TRAVEL DISTANCE: 300' (NFPA 101, CHAPTER 38, SECTION 38.2.6.3)

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA 101, CHAPTER 38, SECTION 38.3.6.1, EXCEPTION 3)

PROTECTED AREAS:

- OI&T (EXISTING) - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.7.A AND PER NFPA 75 WET

PIPE AUTOMATIC SPRINKLER PROTECTION, PROVIDED.

SMOKE COMPARTMENTALIZATION:

- NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM:

- REQUIRED/PROVIDED MANUAL SYSTEM.

STANDPIPES:

- NOT REQUIRED / NOT PROVIDED.

OI&T

OI&T

ELECTRICAL CLOSET

01D

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

0'-0"

0'-0"

+1'-0"

0'-0"

0'-0"

0'-0"0'-0"

0'-0"

-1'-0"

-1'-0"

RAMP DOWN

RAMP DOWN

OI&T SERVER ROOM

52B

FEC

EXIST.

FEC

EXIST.

FEC

FEC

E

D

C

B

A

2 3

R A

M P

D O

W N

-2'-4"

DN

DN

1'-0"

0'-0"

-1'-0"

-1'-8"

0'-0"

DN

FEC

DN

OI&T

1003A

ELECTRICAL CLOSET

1068A

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

FEC

FEC

OI&T

2000A

ELECTRICAL CLOSET

2000B

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

FEC

FEC

BUILDING KEY PLAN

N

C E

IL

IN

G H

E

IG

H T

'-0

W A

LL

H

E

IG

H T

V A

R

IE

S F

IE

LD

V E

R

IF

Y

A P

P R

O X

. 4 8"

A .F

.F

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER -

SEAL ALL EDGES

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

4 7/8"

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO U404

EXISTING FLOOR

BASE - TO MATCH

EXISTING AREA

5/8" FIRE RESISTANT GYPSUM

BOARD - EACH SIDE

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

EXISTING CEILING

UNDERSIDE OF EXISTING

DECK

FIRE RESISTANT SEALANT,

EACH SIDE & ALL DUCT/

PIPING PENETRATIONS

CLASS III ICRA BARRIERCLASS II ICRA BARRIER

1 HOUR FIRE

2 HOUR FIRE

SMOKE BARRIER

2 HOUR FIRE / SMOKE

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:3 :1

P

M

GI-101

LIFE SAFETY PLANS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

LIFE SAFETY LEGEND

LIFE SAFETY REQUIREMENTS

1/8" = 1'-0"

B1 - GROUND FLOOR- LIFE SAFETY PLAN1

1/8" = 1'-0"

B1 - FIRST FLOOR - LIFE SAFETY PLAN31/8" = 1'-0"

B1 - SECOND FLOOR - LIFE SAFETY PLAN4

N

NN

3/4" = 1'-0"

ICRA DETAILS2

FIRE RATED WALL SYMBOLS

OI&T

4054C

ELECTRICAL CLOSET

4054B

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

FEC

OI&T

5A1

ELECTRICAL CLOSET

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

FEC

FEC

OI&T

3000A

ELECTRICAL CLOSET

3000B

ICRA BARRIER, REF: 2/GI-101

COORDINATE LOCATION WITH COR

FEC

NFPA 101-2018 EDITION

BUILDING 1

CONSTRUCTION HEIGHT: (2018 NFPA 101 TABLE 18.1.6.1)

EXISTING BUILDING: 7 STORIES, 96'-1" HEIGHT

NEW CONSTRUCTION: 1 STORY, WITH FUTURE CAPABILITY TO BE GREATER THAN OR EQUAL

TO 4 STORIES

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (2021NFPA 220, TABLE 4.1.1): TYPE 1 332

FIRE RESISTANCE RATINGS (2021 NFPA 220, CHAPTER 4, TABLE 4.1.1):

• EXTERIOR BEARING WALLS: 3 HR

• INTERIOR BEARING WALLS: 3 HR

• COLUMNS: 3 HR

• BEAMS, GIRDERS, TRUSES, AND ARCHES: 3 HR

• FLOOR-CEILING ASSEMBLIES: 2 HR

• ROOF-CEILING ASSEMBLIES 1 1/2 HR

• INTERIOR NON-BEARING WALLS: 0 HR

• EXTERIOR NON-BARING 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)

BUILDING OCCUPANCY: (NFPA 101, CHAPTERS 18 NEW HEALTHCARE OCCUPANCIES & CHAPTER 18

EXISTING HEALTHCARE OCCUPANCIES)

OCCUPANT LOADS (NO CHANGE IN OCCUPANCY)

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (NFPA 101, CHAPTER 38, SECTION 38.2.5.2.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (NFPA 101, CHAPTER 38, SECTION 38.2.5.3.1)

MAXIMUM TRAVEL DISTANCE: 300' (NFPA 101, CHAPTER 38, SECTION 38.2.6.3)

CORRIDOR MINIMUM FIRE RATING: 0 HR (NFPA 101, CHAPTER 38, SECTION 38.3.6.1, EXCEPTION 3)

PROTECTED AREAS:

- OI&T (EXISTING) - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.7.A AND PER NFPA 75 WET

PIPE AUTOMATIC SPRINKLER PROTECTION, PROVIDED.

SMOKE COMPARTMENTALIZATION:

- NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM:

- REQUIRED/PROVIDED MANUAL SYSTEM.

STANDPIPES:

- NOT REQUIRED / NOT PROVIDED.

EXIT LIGHT / SIGN

AREA OF NO WORK

EGRESS PATH

BUILDING EXIT

ICRA BARRIER & DOOR

FIRE EXTINGUISHER

CABINETFEC

BUILDING KEY PLAN BLDG. 1

N

1 HOUR FIRE

2 HOUR FIRE

SMOKE BARRIER

2 HOUR FIRE / SMOKE

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:3 :1

P

M

GI-102

LIFE SAFETY PLANS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/8" = 1'-0"

B1 - FOURTH FLOOR- LIFE SAFETY PLAN2

1/8" = 1'-0"

B1 - FIFTH FLOOR - LIFE SAFTEY PLAN3

N

N

1/8" = 1'-0"

B1 - THIRD FLOOR - LIFE SAFETY PLAN1

N

LIFE SAFETY REQUIREMENTS

LIFE SAFETY LEGEND

FIRE RATED WALL SYMBOLS

D

008B

REF.

OI&T

OI&T

ELECTRICAL CLOSET

01D

OI&T SERVER ROOM

52B

1-AE-402 5

OI&T

1003A

ELECTRICAL CLOSET

1068A

OI&T

2000A

ELECTRICAL CLOSET

2000B

OI&T

3000A

ELECTRICAL CLOSET

3000B

OI&T

4054C

ELECTRICAL CLOSET

4054B

OI&T

5A1

ELECTRICAL CLOSET

FURNACE

OI&T

MECHANICAL ROOM

STORAGE

WORKOUT ROOM

MECHANICAL ROOM

STAIRWELL

PIPE CHASE

CHAIN LINK

FENCE AND GATE

STORAGE ROOM

TOILET

STORAGE ROOM

1004A

OI&T TR

OI&T TR

1006A

OI&T TR

1007A

BUILDING KEY PLAN BLDG. 1

N

CONTRACTOR TO PROVIDE VA A MINIMUM 4-WEEK ROLLING LOOK-AHEAD SCHEDULE

ALL CONSTRUCTION PHASING SHALL BE COORDINATED WITH THE VA AS REGARDS TO

WORK TIMES FOR DAY, NIGHT AND WEEKEND WORK. CONTRACTOR TO COORDINATE

WITH VA AHJ FOR CODE AND LIFE SAFETY RELATED MEASURES ASSOCIATED WITH

PHASING OF DEMOLITION AND CONSTRUCTION WORK IN ORDER TO MAINTAIN LIFE

SAFETY MEASURES. COORDINATE WORK WITH HAZARDOUS MATERIALS CONTRACTOR

TO ENSURE THAT ANY AREA IDENTIFIED TO HAVE ASBESTOS OR LEAD PAINT IS

PROPERLY HANDLED. IF WALLS CONTAIN LEAD PAINT OR ASBESTOS PLASTER -

CONTRACTOR TO PROVIDE ABATEMENT PROCEDURES AS NECESSARY FOR THIS ROOM

AND ADJACENT SPACES.

THE FOLLOWING CONSTRUCTION PHASING DESCRIPTION SHALL BE INCORPORATED INTO

THE PROPOSED CONSTRUCTION SCHEDULE AND PHASING FOR USE IN PREPARING

THE CONSTRUCTION COST ESTIMATE.

THIS PROJECT INVOLVES WORKING IN AND RE-CONFIGURING MOSTLY

OCCUPIED AND ACTIVE DATA CLOSETS AND SPACES. NEW DATA CABLING WILL

BE INSTALLED TO REPLACE OR AUGMENT EXISTING LOCATIONS IN OCCUPIED

AREAS. REUSE EXISTING DATA DROP LOCATIONS WHEREVER POSSIBLE. IN

ADDITION, BECAUSE IT IS A HOSPITAL, MOST CIRCUITS ARE CONSIDERED

CRITICAL AND CANNOT BE INTERRUPTED AT RANDOM.

COORDINATE SCHEDULING AND HOURS OF WORK WITH FACILITIES AND OIT PERSONNEL.

SOME WORK MAY NEED TO BE PERFORMED AFTER NORMAL WORKING HOURS AND/OR

ON WEEKENDS. PROVIDE 14 DAYS ADVANCE NOTICE WHENEVER POSSIBLE BEFORE

COMMENCING WORK IN ANY GIVEN AREA.

IN MOST CASES, WORK IN THE DATA CLOSETS CAN BE CONFINED TO THE TR ROOM

ITSELF AND WORK CAN BE PERFORMED DURING REGULAR HOURS, CAUSING ONLY

MINIMAL DISRUPTIONS TO THE AREA. A SMALL AREA OUTSIDE THE DATA CLOSET SHALL

BE BLOCKED OFF TO PROVIDE A SAFE WORKING SPACE. USE A PLASTIC BARRIER THAT

MEETS ICRA REQUIREMENTS. EXTREME CARE MUST BE TAKEN IN ORDER TO ENSURE

THAT NO DATA OR TELEPHONE CIRCUITS ARE DISRUPTED. THE CONTRACTOR WILL NEED

TO BE IMMEDIATELY RESPONSIVE TO RESTORE ANY SERVICE INTERRUPTED DUE TO

ACCIDENTAL DISCONNECTS/CUTS.

WHEN INSTALLING NEW DATA CABLING WITHIN THE CEILING AREAS OF BUILDING 1 (MAIN

HOSPITAL) CAREFULLY REMOVE CEILING TILES AND INSTALL NEW CABLING INTO THE

EXISTING CABLE TRAY. AN ICRA-APPROVED MOBILE DUST CONTAINMENT UNIT OR

APPROVED AREA CONTAINMENT WILL NEED TO BE EMPLOYED. COORDINATE WITH

FACILITIES DEPARTMENT TO SCHEDULE AREAS OF WORK. EXISTING CABLE WILL NEED TO

BE MOVED OUT OF THE WAY AND TEMPORARILY SUPPORTED IN ORDER TO FACILITATE

INSTALLATION OF NEW CABLE INTO THE EXISTING CABLE TRAYS AND OTHER PATHWAYS.

EXISTING CABLING SHALL BE REMOVED AFTER CUT-OVER TO THE NEW CABLE. ANY

BROKEN CEILING TILES WILL NEED TO BE REPLACED AT CONTRACTOR’S EXPENSE.

THE NEW DATA CABLES SHALL BE STAGED ABOVE THE CEILING IN THE AREA ADJACENT

TO WHERE THEY WILL BE DROPPED AND TERMINATED IN EACH ROOM AND/OR WORK

AREA. CABLING WILL NEED TO BE SUPPORTED FROM THE CABLE TRAY TO ABOVE WHERE

THE CABLE IS DROPPED DOWN TO THE WORK AREA OUTLET. USE APPROPRIATE HANGER

WIRE, THREADED ROD AND J-HOOKS. THE NEW DATA CABLES CAN BE TERMINATED IN

THE TELECOM ROOM (TR) AT ANY TIME. COORDINATE THE DROPPING, TERMINATION AND

TESTING OF THE CABLE ONTO NEW JACKS AT THE WORK AREA OUTLET WITH FACILITIES.

ONCE THE WORK AREA OUTLET HAS BEEN CUT OVER TO THE NEW CABLE THE OLD

CABLE(S) CAN BE REMOVED. ENSURE THAT THE OLD CABLE IS MAINTAINED ACTIVE UNTIL

THE CUTOVER. CUTOVER WILL NEED TO BE COORDINATED WITH OIT. BEGIN ALL CABLE

DEMOLITION AT THE TERMINATION ENDS, WHERE IDENTIFICATION CAN BE VERIFIED.

STARTING DEMOLITION AT THE TR END WILL BE THE MOST EFFECTIVE IN ENSURING THAT

CABLES THAT ARE NOT TO BE DEMOLISHED ARE NOT DISTURBED.

INSTALLATION OF NEW CABLING ABOVE THE CEILING IN BUILDINGS 5 AND 6 WILL NOT

REQUIRE AN ICRA-APPROVED MOBILE DUST CONTAINMENT UNIT. HOWEVER,

REASONABLE CARE SHOULD BE TAKEN TO PROTECT WORKERS AND VA PERSONNEL IN

THE AREA FROM DUST AND FALLING DEBRIS. CARE WILL ALSO NEED TO BE TAKEN WHEN

REMOVING CEILING TILES. BROKEN TILES WILL NEED TO BE REPLACED AT

CONTRACTOR’S EXPENSE.

INSTALL NEW FIBER FROM OTHER BUILDINGS TO SERVER ROOM. MOST OF THIS WORK

CAN BE DONE DURING NORMAL WORK HOURS AS IT IS MOSTLY LIMITED TO OUTSIDE OR

TR AREAS. HOWEVER, THERE MAY BE SOME AREAS WITHIN BUILDING 1 WHERE WORK

WILL NEED TO BE DONE IN OCCUPIED CORRIDORS. IN THESE AREAS IRCA-APPROVED

CONTAINMENT PROCEDURES WILL NEED TO BE EMPLOYED. CONTRACTOR TO

COORDINATE CABLE CUTOVER BY VA OIT FOR NEW FIBER. ONCE THE CUTOVER TO THE

NEW FIBER HAS BEEN COMPLETED CONTRACTOR CAN DEMOLISH THE OLD FIBER AND

ASSOCIATED HARDWARE AND TERMINATION EQUIPMENT. ACTUAL CUTOVER TO THE

NEW FIBER WILL BE ACCOMPLISHED BY OIT.

CONTRACTOR TO COORDINATE WITH VA COR FOR ANTICIPATED WORK DURING

NORMAL WORKING HOURS AND HOURS AT NIGHT AND WEEKENDS FOR ANY

SWITCHOVER FOR THE TELECOM, MECHANICAL OR ELECTRICAL SYSTEMS TO LIMIT ANY

VA DOWNTIME. CONTRACTOR TO WORK WITH VA COR AND USER GROUPS FOR

COORDINATION OF INSTALLATION.

PHASING PLAN NOTES

GENERAL FLOOR PLAN NOTES

AREA OF NO WORK

OI&T TR

ELEVATOR

MACHINERY

ROOM

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:3 :2

P

M

GI-201

PHASING PLANS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/16" = 1'-0"

PHASING PLAN - B1 - GROUND FLOOR11/16" = 1'-0"

PHASING PLAN - B1 - FIRST FLOOR21/16" = 1'-0"

PHASING PLAN - B1 - SECOND FLOOR31/16" = 1'-0"

PHASING PLAN - B1 - THIRD FLOOR4

N

1/16" = 1'-0"

PHASING PLAN - B1 - FOURTH FLOOR51/16" = 1'-0"

PHASING PLAN - B1 - FIFTH FLOOR61/16" = 1'-0"

PHASING PLAN - B5 - BASEMENT FLOOR7

1/16" = 1'-0"

PHASING PLAN - B6 - BASEMENT FLOOR81/16" = 1'-0"

PHASING PLAN - B7 - FIRST FLOOR9

N

1/16" = 1'-0"

PHASING PLAN - B8 - FIRST FLOOR10

N

1/16" = 1'-0"

PHASING PLAN - B23 - FIRST FLOOR11

N

NNN

NNN

N

BUILDING 6 SHOWN FOR INFORMATION PURPOSES

ONLY. NO ARCHITECTURAL WORK IN THIS AREA.

BUILDING 5 SHOWN FOR INFORMATION PURPOSES

ONLY. NO ARCHITECTURAL WORK IN THIS AREA.

BUILDING 23 SHOWN FOR INFORMATION PURPOSES

ONLY. NO ARCHITECTURAL WORK IN THIS AREA.

BUILDING 8 SHOWN FOR INFORMATION PURPOSES

ONLY. NO ARCHITECTURAL WORK IN THIS AREA.

BUILDING 7 SHOWN FOR INFORMATION PURPOSES

ONLY. NO ARCHITECTURAL WORK IN THIS AREA.

1/16" = 1'-0"

PHASING PLAN - B2 - FIRST FLOOR12

N

1/16" = 1'-0"

PHASING PLAN - B1 - PENTHOUSE13

N