Drawings 589A4-20-158 VOL 1- 90 pages.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

C

L H

D C

\H o m e

\t fi e s e lm a n \R e v it M o d e ls \R

-2

-2

A

-2

-1

R e n o v a te W a re h o u s e tf ie s e lm a n A

G

Y .r v t

/2

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:4

:0

A

M

G-001

COVER SHEET

AHT TJF03/24/2021

VA Project No. 589A4-20-158

Harry S. Truman Memorial Veterans' Hospital

R E

N O

V A

T E

W A

R E

H O

U S

E F

O R

P A

N D

E M

IC

P

R E

P A

R E

D N

E S

S

C

D S

U B

M

IT

T A

L (R

E V

IS

E

D

3/

/2

RENOVATE WAREHOUSE FOR PANDEMIC PREPAREDNESS

800 Hospital Drive Columbia, MO 65201

BLDG. 14 -

WAREHOUSE

LOCATION MAP/PHOTO

NOT TO SCALE

INTEGRATED PROJECT TEAM APPROVAL SIGNATURES

Director Date

Assistant Director

Date

Associate Director Date

Chief of Staff

Date

Associate Director of Patient Services Date

Executive of High Reliability Date

Chief of Logistics Date

Infection Control Date

Safety Officer Date

BLDG. 1 -

HOSPITAL

PARKING

GARAGE 'A'

OR - SPS ADDITION

BLDG. 23 -

CHILLER

PLANT

STAFF/

CONTR

ENTRANCE

HOSPITAL

EAST

ENTRANCE

SOUTH STAFF PARKING

LOT 'D'

ACCESSIBLE PARKING

LOT 'B'

NORTH WEST PARKING

LOT 'C'

ACA BUILDING

ACA BLDG PORTE COCHERE

ORIGINAL HOSPITAL

BLDG. 22 -

FACILITIES

MANAGEMENT

PARKING GARAGE ADD'N

NORTH EMERGENCY

ROOM ENTRANCE

EMERGENCY

ROOM

PATIENT

EDUCATION

CENTER

HOSPITAL NORTH ENTRANCE

BLDG. 16 -

GENERAL

STORAGE

HOSPITAL MAIN ENTRACE

WEST

EMERGENCY

ROOM

ENTRANCE

BLDG. 24 -

UPS

WAREHOUSE

BLDG. 14 -

WAREHOUSE

LOADING DOCK

UNIV OF MISSOURI MEDICAL CENTER CAMPUS

UNIV OF MISSOURI

CAMPUS

E. STADIUM DRIVE

HOSPITAL DRIVE

M O

N K

D R

IV

E

T

IG

E R

A V

E N

U E

D E

A N

S ' D

R

IV

E

Chief Facilities Management Date

1Revisions: Date:

ABBREVIATIONS

DET, DTL

DIAMETER

DIMENSION

DAMPER

DOWN

DISTRIBUTION PANEL

DOWNSPOUT, STORM DRAINAGE

STRUCTURE

DOMESTIC WATER

DRAWING

EACH

EACH FACE, EXHAUST FAN

EXHAUST GRILLE

ELEVATION

ELECTRIC, ELECTRICAL CLOSET

EMER

EQ

EQUIP

EACH WAY

ELECTRIC WATER COOLER

EXH

EXIST

EXP

EXPANSION JOINT

EXPANSION JOINT

HEIGHT, HUMIDIFIER

HB

HANDICAPPED

HDW

HORIZ

HR

NA

NEC

NEUT

NIC

NOM

NTS

OA

OC

OD

OPNG

OPP

OH, OVHD

FRAME

FTG

T

T&B

TEL

TEMP

TERM

3/C

3/P

3 WAY

TO

TRANS

TS

TV

TW

TYP

WA

UH

V

VA

VAC

VCT

VENT

VERT

VEST

VS

VTR

VWC

W

W

W/

W/O

WC

WD

WP

WS

WT

WWF

SG

SAN

SCH

SD

SECT

SH

1 PH

SL

SP

SPDT

SPEC

SPST

SQ

SR

SS

ST

STA

STD

STL

SUP

SUSP

SV

SW

SWBD

SWGR

SIM

M

MAS

MATL

MAX

MECH

MET/MTL

MH

MIN

MISC

MM

MTD

MTG

MWP

MULL

KO

KVA

KW

L

LT

LAV

INT

INSUL

INV

JB

JC

JCT

JT

FXTR

GA

GALV

GFI, GFCI

GL

GWB

GYP

C

C

CAPACITY

CENTER TO CENTER

CEILING DIFFUSER

CEM

CAST IRON, COURTYARD INLET

CHILLER

CAST IRON PIPE

CIRCULATING

CONTROL JOINT

CIRCUIT

CENTERLINE

CEILING

CLEAR

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

CONCRETE MASONRY UNITS

CONDENSATE

CLEANOUT

COLUMN

COMMUNICATION

CONCRETE

CONDUCTOR

CONNECTION

CONSTRUCTION

CONTINUOUS

CONVERTER

NONREINFORCED CONCRETE PIPE

CONDUIT

CERAMIC TILE, CURRENT TRANSFORMER,

COOLING TOWER

CENTER, COOLING TOWER RETURN

COOLING TOWER SUPPLY

COLD WATER

CARPET

CONCRETE SEALER/SURFACE

BOARD

BUILDING

BLK

BEAM

BOTTOM

BEARING

BASEMENT

ACOUSTIC

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

AIR HANDLING UNIT

ANCHOR BOLT, AUGER BORING

AL

APPROXIMATE

ARCH

AUTOMATIC TRANSFER SWITCH

FA

FLOOR DRAIN, FIRE DAMPER

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FINISHED FLOOR ELEVATION

FIG

FIN

FLOOR, FLASHING, FLOW LINE

FLUOR

P

PB

PIV

PL

PLYWD

PNL

PNT

CHAIR OR CRASH RAIL

CORNER GUARD

FIRE EXTINGUISHER CABINET

OF

WG

ALC

CUBICAL CURTAIN TRACK

CLEAN

ACOUSTIC TILE

L

EPDM ROOF MEMBRANE

HSKP

NEG

STRUC

R

RA

RAD

RB

RES

RECP

REINF

REG

REQD

REV

RF

RHC

RM

RPM

RWC

PRELIM

PRIM

PT

PTN

PVMT

PVC

PVC

AB

ACT

ACST

ADJ

AFF

AHU

ALT

ALUMINUM

ALCOVE

APPROX

ARCHITECTURAL

ATS

BD

BLDG

BLOCK

BM

BOT

BRG

BSMT

CELSIUS

CAP

CC

CD

CCT

CEMENT

CG

CH

CI

CIP

CIR

CJ

CKT

CLN

CLG

CLR

CMP

CMPA

CMU

CND,C

CNDS

CO

COL

COMM

CONC

COND

CONN

CONST

CONT

CONV

CP

CR

CS

CT

CT

CTR

CTS

CW

CPT

DETAIL

DIA

DIM

DMPR

DN

DP

DS

DW

DWG

EA

EF

EG

EJ

ELEV

ELEC

EMERGENCY

EPDM

EQUAL

EQUIPMENT

EW

EWC

EXHAUST

EXISTING

EXPANSION, EXPOSED

EXP JT

FIRE ALARM

FD

FDN

FDR

FE

FEC

FFE

FIGURE

FINISH

FL

FLUORESCENT

FRAME

FOOTING

FIXTURE

GAGE

GALVANIZED

GROUND FAULT INTERRUPT

GLASS

GYPSUM WALL BOARD

GYPSUM

HGT, H

HOSE BIBB

HC

HARDWARE

HORIZONTAL

HOUR, HAND RAIL

HOUSEKEEPING

INTERIOR

INSULATION, INSULATED

INVERT

JUNCTION BOX

JANITOR CLOSET

JUNCTION

JOINT

KNOCK OUT

KILOVOLT-AMPERE

KILOWATT

LOUVER, LENGTH, LENGTH OF CURVE

LIGHT

LAVATORY VERTICAL

METER, MEGA

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANHOLE

MINIMUM, MINUTE

MISCELLANEOUS

MILLIMETER

MOUNTED

MOUNTING

MEMBRANE WATERPROOFING

MULLION

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NEGATIVE

NEUTRAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPENING

OPPOSITE

PIPE, POLE

OVERHEAD

PULL BOX

POST INDICATOR VALVE

PLATE

PLYWOOD

PANEL

PAINT

PRELIMINARY

PRIMARY

POINT, POINT OF TANGENT

PARTITION

POINT OF VERTICAL CURVE

POLY VINYL CHLORIDE

PAVEMENT

RADIUS, RISER, RUBBER SHEATH

RETURN AIR

RADIUS

RESILIENT/RUBBER BASE

RCP

RECEPTACLE

REINFORCEMENT

REGULATOR, REGISTER

REQUIRED

REVISION

ROOF, RETURN FAN

REHEAT COIL

ROOM

REVOLUTIONS PER MINUTE

RESILIENT WALL COVERING

SANITARY SEWER

SCHEDULE

SPLITTER DAMPER, STORM DRAIN

SECTION

SUPPLY GRILLE

SHEET

SIMILAR

SINGLE PHASE

SLOPE

STATIC PRESSURE, SINGLE POLE

SINGLE POLE, DOUBLE THROW

SPECIFICATION

SINGLE POLE, SINGLE THROW

SQUARE

SUPPLY REGISTER

SANITARY SEWER

STEAM, SINGLE THROW, STREET, STAFF

STATION

STANDARD

STEEL

STRUCTURAL

SUPPORT

SUSPENDED

SHEET VINYL

SWITCH, SIDEWALK

SWITCHBOARD

SWITCHGEAR

TILE,TOP,TANGENT

TOP AND BOTTOM

TELEPHONE

TEMPERATURE, TEMPORARY

TERMINAL

THREE CONDUCTOR

THREE POLE

THREE WAY

TOP OF

TRANSITION

TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TELEVISION

TOP OF WALL

TYPICAL

UNIT HEATER

VENT,VOLT,VALVE

VOLT AMPRE

VACUUM

VINYL COMPOSITION TILE

VENTILATING

VERTICAL

VESTIBULE

VENT STACK

VENT THRU ROOF

VINYL WALL COVERING

WIDTH,WASTE,WATER,WATT,WEST, WIRE,

WATER LINE STRUCTURE

WATT

WITH

WITHOUT

WATER CLOSET, WHEEL CHAIR

WIDTH, WINDOW DIMENSION

WALL GUARD

WATERPROOF, WEATHERPROOF

WASTE STACK, WATER SURFACE, WATERSTOP

WEIGHT

WELDED WIRE FABRIC

TA TOILET ACCESSORIES

WDW WINDOW

IR IMPACT RESISTANT, INFRARED

PEMB PRE-ENGINEERED METAL BUILDING

RESINOUS EPOXY SYSTEM

RIGID CONCRETE PIPE

IRWC IMPACT RESISTANT WALL COVERING

LVT LUXURY VINYL TILE

WRB WEATHER RESISTANT BARRIER

SC SEALED CONCRETE

ARCHITECTURAL

SYMBOLS

A101

DETAIL NUMBER

COLUMN NUMBER /

GRID LINE

SHEET NUMBER

ARCHITECTURAL

SECTION

WINDOW TYPE

1 Ref

R e f

1 Ref

R e f

ARCHITECTURAL

ELEVATION

X

X-XXX

DETAIL NUMBER

SHEET NUMBER

CENTER LINE

DIMENSION LINE

DOOR NUMBER

SYMBOL

x'- x"

EXISTING TO REMAIN

NEW CONSTRUCTION

EXISTING TO BE

REMOVED

EXISTING TO REMAIN

1i

KEYNOTE - RENOVATION

PLAN (U.N.O.)

WALL / PARTITION TYPE

KEYNOTE - DEMOLITION

PLAN

X

X

X

NOTE: NOT ALL SYMBOLS USED

ROOM NAME

W01

ROOM NAME

ROOM NUMBER

XX

X-XXX

SHEET DETAIL IS

DRAWN ON

DETAIL NUMBER

XX

X-XXX ARCHITECTURAL

ELEVATION - EXTERIOR

XX SP XX SP DESIGN SF

PROGRAM SF

ACT-X

X'-X" AFF

CEILING CODE

CEILING HEIGHT,

ABOVE FINISH FLOOR

X

NEW EXISTING

KEYNOTE - PHASING

PLAN

X

MATERIAL SYMBOLS

EARTH

CAST-IN-PLACE CONCRETE /

PRECAST CONCRETE

CONCRETE MASONRY

STEEL

CONTINUOUS WOOD

FRAMING

WOOD BLOCKING

FIBROUS INSULATION

GYPSUM BOARD

BRICK MASONRY

RIGID INSULATION

ROOF INSULATION

ALUMINUM

1. CONTRACTOR SHALL COMPLY WITH THE MOST-

CURRENT VERSION OF OSHA'S PUBLICATION

3142-12R "LEAD IN CONSTRUCTION" (29 CFR

1926.62) FOR CONSTRUCTION ACTIVITIES THAT

DISTURB LEAD-BASED PAINTED SURFACES, PAINT

CONTAINING DETECTABLE LEVELS OF LEAD OR

OTHER MATERIALS CONTAINING LEAD..

2. CONTACT THE COR TO OBTAIN MOST-CURRENT

COPIES OF ASBESTOS AND LEAD BASED PAINT

(LBP) REPORTS.

3. HAZARDOUS MATERIALS DISCLOSED IN THE ACM

AND LBP REPORTS MAY NOT BE A FULL

ACCOUNTING OF SUCH MATERIALS IN THE AREA

OF THE FACILITY IN QUESTION. REFER TO THE

VA'S ABATEMENT SPECIFICATIONS FOR HANDLING

OF MATERIALS THAT WERE NOT DIRECTLY

OBSERVED, BUT SHOULD BE EXPECTED BY THE

ABATEMENT CONTRACTOR.

4. CONTRACTOR TO VERIFY THE ABSENCE OF

ASBESTOS CONTAINING MATERIALS (ACM) PRIOR

TO ANY DEMOLITION.

5. IF THE CONTRACTOR ENCOUNTERS MATERIAL

THAT COULD BE HAZARDOUS, THE CONTRACTOR

SHALL STOP WORK AND NOTIFY THE GOVT.

IMMEDIATELY FOR DIRECTION.

6. ALL CONTRACTORS' PERSONNEL IN AREAS NEAR

DISTURBANCE OR ABATEMENT OF HAZARDOUS

MATERIALS MUST BE NOTIFIED OF ACTIVITIES.

7. ASBESTOS AND LEAD-BASED PAINT ABATEMENT,

IF REQUIRED, SHALL BE CONDUCTED IN

ACCORDANCE WITH VA SPECIFICATIONS AND ALL

APPLICABLE REGULATIONS.

8. ABATEMENT CONTRACTORS SHALL SCHEDULE

WORK IN GENERAL ACCORDANCE WITH THE

PROJECT'S PHASING STRATEGY.

1. MAINTAIN FIRE RATED CONSTRUCTION AT WALL

PENETRATIONS - CONSTRUCTION IS TO

CONFORM TO MANUFACTURER'S FIRE RATED /

TEST ASSEMBLIES.

2. FIRE CAULK ALL SLEEVES AND PENETRATIONS

AT FIRE WALLS / PARTITIONS AND FLOORS.

CONFORM WITH THE TESTED / SUBMITTED FIRE

RATED ASSEMBLY. USE RED FIRE CAULK AND

LABEL WALL WITH U.L. DESIGN NUMBER. FIRE

RATED WALLS SHOWN ON PLAN.

3. PATCH AND REPAIR ALL EXISTING FIREPROOFING

ON EXISTING STRUCTURAL MEMBERS,

INCLUDING THAT WHICH IS UNCOVERED

NEEDING REPAIR AND THAT WHICH IS

DISTURBED DURING CONSTRUCTION.

4. PATCH AND REPAIR ALL EXISTING FIRE CAULKING

AT EXISTING RATED WALLS WHICH IS

UNCOVERED NEEDING REPAIR AND THAT WHICH

IS DISTURBED DURING CONSTRUCTION. RE-

LABEL EXISTING WALL IF NECESSARY.

HAZARDOUS MAT'LS:

FIRE PROOFING

GENERAL NOTES:

ARCHITECTURAL GENERAL NOTES:

1. ALL NEW CONSTRUCTION IS INDICATED BOLD OR FULL TONE.

2. ALL EXISTING CONSTRUCTION, CABINETWORK, EQUIPMENT, ETC. TO

REMAIN IS INDICATED LIGHT OR HALF TONE.

3. ALL INTERIOR WALLS WILL BE TYPE "A" CONSTRUCTION UNLESS

OTHERWISE INDICATED. REFER TO SHEET G-003 FOR WALL TYPES.

4. ALL METAL STUD AND GYPSUM WALLBOARD PARTITIONS ARE

DIMENSIONED TO THE OUTSIDE FACE AND TO COLUMN GRID

UNLESS OTHERWISE NOTED.

5. WHEN WALL PARTITIONS OF DIFFERENT FIRE RATING INTERSECT,

THE HIGHEST RATED PARTITION TAKES PRECEDENT. MAINTAIN

RATING BEHIND FIRE EXTINGUISHER CABINETS, ETC.

6. REFER TO SHEET AF501 FOR FIRE EXTINGUISHER CABINET DETAILS.

7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

8. ALL FURNITURE SHOWN HALF TONE WILL BE OWNER FURNISHED

AND OWNER INSTALLED.

9. REFER TO SHEET AE401 FOR LARGE SCALE PLANS AND TOILET

ACCESSORIES. (TA) ALSO, REFER TO SPECIFICATION SECTION

102800 FOR ADDITIONAL TA LOCATIONS AND MOUNTING HEIGHTS.

10. REFER TO SHEET G-003 FOR TYPICAL BACKING DETAIL WITHIN

FRAMED INTERIOR WALL PARTITIONS FOR WALL-MOUNTED ITEMS

SUCH AS HANDRAILS, CORNER GUARDS ETC.

11. ALL EXISTING TO REMAIN CEILING AND WALL GRILLES, DIFFUSERS

AND LIGHTS ETC. TO BE CLEANED.

12. VERIFY THAT THE EXISTING WALLS REQUIRING FIRE RATING ARE

MAINTAINED, REPAIRED AND EXTENDED TO STRUCTURE.

13. ALL CORRIDOR WALLS ARE REQUIRED TO BE SMOKE TIGHT,

WHETHER THEY ARE FIRE RATED OR NOT. REPAIR AND EXTEND AT

LEAST THE CORRIDOR SIDE OF NON-FIRE RATED CORRIDOR WALLS

TO STRUCTURE, UNLESS NOTED OTHERWISE NOTED. SEE WALL

TYPES SHEET.

14. REFER TO LIFE SAFETY PLANS FOR LOCATION OF REQUIRED FIRE

WALLS.

15. REFER TO SHEET G-003, ALONG WITH SPECIFICATION SECTIONS

092216 & 092900 FOR GYPSUM BOARD CONTROL/EXPANSION JOINT

ASSEMBLIES. PROVIDE FIRE RATED EXPANSION JOINTS IN RATED

FIRE RATED WALLS, REFER TO LIFE SAFETY (LS-) SERIES SHEETS

FOR FIRE RATINGS.

16. REFER TO 'TEMPORARY CONSTRUCTION BARRIERS AND

ENCLOSURE NOTES' FOR INFORMATION RELATED TO EXTERIOR

ENCLOSURE AND PROTECTION OF EXISTING AND NEW

CONSTRUCTION.

ARCHITECTURAL

GENERAL NOTES:

BID ITEMS & DEDUCT ALTS:

REFER TO SECTION 01 00 00 FOR STATEMENT OF BID ITEMS

A. BID ITEM #1, GENERAL CONSTRUCTION: BASE BID: Renovate Warehouse for Pandemic Preparedness: Includes all scope communicated in the drawings and specifications.

1. Work includes general construction, alterations, walks, grading, drainage, necessary removal of existing structures and construction of certain other items.

B. BID ITEM #2, Renovate Warehouse for Pandemic Preparedness:

Includes all scope described in Bid Item #1 – excluding Bid Deduct #1 described below:

1. Work associated with new Material Lift WE01.

2. Work associated with construction and finishes for new

Rooms W08 and W09 (Demolition of existing Rooms W07, W08 and W09, including plumbing, fixtures and finishes in Room W08 will be retained in Base Bid);

3. Work associated with installation of new ceilings and f inishes in Rooms W04, W05A and W06;

4. Demolition and renovation of work counters at Rooms W10A and W10C.

BID ITEMS & DEDUCT

ALTERNATES:

TEMP BARRIERS-ENCLOSURE NOTES:

1. SEE SPECIFICATION SECTION 01 56 00 "TEMPORARY BARRIERS &

ENCLOSURES" FOR REQUIREMENTS RELATED TO ENCLOSURE OF

CONSTRUCTION IN PROGRESS.

2. SEE PH-SERIES SHEETS / PHASING PLANS FOR NOTES AND

INFORMATION RELATED TO TEMPORARY INTERIOR

CONSTRUCTION PARTITIONS AND OVERHEAD PROTECTION

DURING CONSTRUCTION.

3. SEE RA-SERIES SHEETS FOR EXISTING CONDITIONS DRAWINGS

AND PHOTOS.

4. ALL ENCLOSURES AND PENETRATIONS THROUGH EXISTING

STRUCTURE ARE TO BE MAINTAINED BY THE CONTRACTOR

DURING DEMOLITION AND NEW CONSTRUCTION TO PREVENT THE

INFILTRATION OF WATER INTO THE BUILDING DURING THE

COURSE OF THE PROJECT.

5. EXTERIOR WALL ENCLOSURES SHALL BE ERECTED PRIOR TO THE

START OF DEMOLITION OF THE EXISTING ROOF. ENCLOSURES

SHALL BE REMOVED AS NEEDED TO ALLOW FOR ROOFING

DEMOLITION AND REPLACED BEFORE THE END OF EACH WORK

DAY.

6. EXISTING CONSTRUCTION TO REMAIN SHALL BE PROTECTED

FROM DEMOLITION AND NEW CONSTRUCTION ACTIVITY.

PROTECTION METHODS SHALL BE APPROVED BY THE COR AT

LEAST ONE WEEK PRIOR TO INITIAL INSTALLATION.

7. ALL ENCLOSURES MUST BE INSPECTED AND APPROVED BY THE

COR BEFORE THE END OF EACH WORK DAY. UNSATISFACTORY

ENCLOSURE WORK SHALL BE CORRECTED BY THE CONTRACTOR

AND APPROVED BY THE COR BEFORE CESSATION OF THE DAY'S

WORK ACTIVITY.

TEMPORARY

BARRIERS &

ENCLOSURES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

C

L H

D C

\H o m e

\t fi e s e lm a n \R e v it M o d e ls \R

-2

-2

A

-2

-1

R e n o v a te W a re h o u s e tf ie s e lm a n A

G

Y .r v t

/2

/2

:4

:0

A

M

G-002

ABBREVIATIONS, SYMBOLS, GENERAL

NOTES & INDEX OF DRAWING

AHT TJF03/24/2021

Index of Drawings - Architectural

SHEET

NO. SHEET NAME

AS101 ARCHITECTURAL SITE PLAN

AD101 FLOOR PLAN - DEMOLITION

AD102 ROOF PLAN - DEMOLITION

AE101 FLOOR PLAN - RENOVATION

AE102 MEZZANINE LEVEL PLAN - RENOVATION

AE103 ROOF PLAN - RENOVATION

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE401 LARGE SCALE PLANS & DETAILS

AE501 EXTERIOR DETAILS

AE502 INTERIOR STAIR & MATERIAL LIFT PLANS, SECTIONS & DETAILS

AE503 EXTERIOR STAIR PLANS, SECTIONS & DETAILS

AE504 MATERIAL LIFT ELEVATIONS, SECTIONS & DETAILS

AE601 ROOM FINISH SCHEDULE & COLOR SCHEDULE

AE701 DOOR & WINDOW SCHEDULE & DETAILS

AE901 INTERIOR ELEVATIONS

AE902 INTERIOR ELEVATIONS

AE903 INTERIOR ELEVATIONS

AE904 INTERIOR ELEVATIONS

AE905 INTERIOR ELEVATIONS

AC101 FIRST FLOOR REFLECTED CEILING PLAN

AC102 RCP & MEZZ CEILING DETAILS

AF101 FIRST FLOOR FINISH & SIGNAGE PLAN

AF102 MEZZANINE FINISH & SIGNAGE PLAN

AF501 INTERIOR FINISH DETAILS

AF502 SIGNAGE SCHEDULE & DETAILS

Index of Drawings - General

SHEET

NO. SHEET NAME

G-001 COVER SHEET

G-002 ABBREVIATIONS, SYMBOLS, GENERAL NOTES & INDEX OF DRAWING

G-003 WALL TYPES & DETAILS

G-004 ACCESSIBILITY CLEARANCES

V-100 EXISTING SITE SURVEY

LS001 BUILDING AND LIFE SAFETY CODE ANALYSIS

PH101 PHASING PLAN - PHASE 1

PH102 PHASING PLAN - PHASE 2

PH103 PHASING PLAN - PHASE 3

Index of Drawings - Resource

SHEET

NO. SHEET NAME

RA101 EXISTING CONDITIONS PLAN & EXTERIOR PHOTOS

RA102 EXISTING CONDITIONS PLAN & INT. PHOTOS - WEST WAREHOUSE

RA103 EXISTING CONDITIONS PLAN & INT. PHOTOS - NORTH-EAST ROOMS

RA104 EXISTING CONDITIONS PLAN, EXT. & INT. PHOTOS - CORRS. & OPEN

AREA

Index of Drawings - Structural

SHEET

NO. SHEET NAME

S-001 GENERAL NOTES - STRUCTURAL

S-002 GENERAL NOTES, ABBREVIATIONS - STRUCTURAL

S-101 FOUNDATION PLAN

S-201 SECOND FLOOR FRAMING PLAN

S-202 ROOF FRAMING PLAN

S-301 FOUNDATION SECTIONS AND DETAILS

S-302 FOUNDATION SECTIONS AND DETAILS

S-501 FRAMING SECTIONS AND DETAILS

S-502 FRAMING SECTIONS AND DETAILS

S-503 FRAMING SECTIONS AND DETAILS

Index of Drawings - Plumbing

SHEET

NO. SHEET NAME

P-000 PLUMBING COVERSHEET

PD101 FIRST FLOOR PLAN - PLUMBING DEMOLITION

P-100 UNDER FLOOR PLAN - PLUMBING

P-101 FIRST FLOOR PLAN - PLUMBING

P-102 MEZZANINE FLOOR PLAN - PLUMBING

P-300 PLUMBING DETAILS

Index of Drawings - Mechanical

SHEET

NO. SHEET NAME

M-000 MECHANICAL COVERSHEET

MD101 FIRST FLOOR PLAN - MECHANICAL DEMOLITION

MD102 ROOF PLAN - MECHANICAL DEMOLITION

M-100 BASEMENT PLAN - MECHANICAL

M-101 FIRST FLOOR PLAN - MECHANICAL

M-102 MEZZANINE FLOOR PLAN - MECHANICAL

M-300 MECHANICAL DETAILS

M-301 MECHANICAL DETAILS

M-302 MECHANICAL DETAILS

M-400 MECHANICAL DIAGRAMS

M-401 MECHANICAL DIAGRAMS

M-402 MECHANICAL DIAGRAMS

M-500 MECHANICAL SCHEDULES

M-501 MECHANICAL SCHEDULES

Index of Drawings - Electrical

SHEET

NO. SHEET NAME

E-000 ELECTRICAL COVERSHEET

E-110 CHILLER PLANT PLAN - ELECTRICAL

E-111 BASEMENT BUILDING 1 PLAN - ELECTRICAL

ED101 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

EL101 FIRST FLOOR PLAN - ELECTRICAL LIGHTING

EL102 MEZZANINE FLOOR PLAN - ELECTRICAL LIGHTING

EP101 FIRST FLOOR PLAN - ELECTRICAL POWER

EP102 MEZZANINE FLOOR PLAN - ELECTRICAL POWER

E-300 ELECTRICAL DETAILS

E-400 ELECTRICAL DIAGRAMS AND SCHEDULES

E-500 ELECTRICAL SCHEDULES

Index of Drawings - Technology

SHEET

NO. SHEET NAME

T-000 TECHNOLOGY COVERSHEET

TD101 FIRST FLOOR PLAN - TECHNOLOGY DEMOLITION

T-101 FIRST FLOOR PLAN - TECHNOLOGY

T-102 MEZZANINE FLOOR PLAN - TECHNOLOGY

T-300 TECHNOLOGY DETAILS

T-400 TECHNOLOGY DIAGRAMS

T-500 TECHNOLOGY SCHEDULES

Index of Drawings - Fire Protection

SHEET

NO. SHEET NAME

FA101 FIRE ALARM SYSTEM PLAN

FX101 FIRE SUPPRESSION SYSTEM PLAN

2Revisions: Date:

A

STRUCTURE ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

3 5/8" METAL STUDS

@ (16" O.C.)

1 LAYER 5/8" GWB

EA. SIDE

PAF (.145)

@ (32" O.C.)

TRACK - T&B

F2A

STRUCTURE

ABOVE

1 LAYER IMPACT-

RESISTANT 5/8"

GWB

F

STRUCTURE ABOVE

HEAD SLIP

CONNECTOR

FINISHED CEILING

(WHERE SCHEDULED)

ACOUSTIC BATTS

3 5/8" METAL STUDS

@ (16" O.C.)

1 LAYER

5/8" GWB

PAF (.145)

@ (32" O.C.)

TRACK - T&B

F1

STRUCTURE

ABOVE

FINISHED CEILING

(WHERE SCHEDULED)

1 LAYER

5/8" GWB

B

STRUCTURE ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

6" METAL STUDS

@ (16" O.C.)

1 LAYER 5/8" GWB

EA. SIDE

PAF (.145) @ (32" O.C.)

TRACK - T&B

A1

STRUCTURE ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

3 5/8" METAL STUDS

@ (16" O.C.)

1 LAYER 5/8" IMPACT-

RESISTANT

GWB, EA. SIDE

PAF (.145) @ (32" O.C.)

TRACK - T&B

9 GA. EXP. METAL MESH

(WAREHOUSE SIDE)

M6

STRUCTURE ABOVE

FIRE

RATED

SEALANT,

EA. SIDE,

T&B

FINISHED

CEILING

6" CMU

M6A

6" CMU

+8'-0"

AFF

6" CONC CEILING

OVER TOP OF CMU w/

LT. GA. JOIST

6" LT. GA. JOIST

@ 16" O.C.

5/8" GWB

4" CMU

M4

TRACK

TRACK

1 5/8" METAL STUDS

@ (16" O.C.)

2 1/2" METAL STUDS

@ (16" O.C.)

PAF (.145)

@ (32" O.C.)

PAF (.145)

@ (32" O.C.)

+9'-4"

F3

STRUCTURE

ABOVE

FINISHED CEILING

(WHERE SCHEDULED)

SPRAY-APPLIED

FOAM INSUL

R-9.5 (MIN.)

1 1/2" METAL

WALL LINER PANEL

TRACK

2 1/2" METAL STUDS

@ (16" O.C.)

PAF (.145)

@ (32" O.C.)

F.O. EXIST

EXTERIOR WALL

SPRAY-APPLIED

FOAM INSUL

R-9.5 (MIN.)

F.O. EXIST EXT. WALL

FINISHED CEILING

(WHERE SCHEDULED)

F.V.

2 15/16"

1 LAYER RWC

TO +4'-0" AFF

HEAD SLIP

CONNECTOR

HEAD SLIP

CONNECTOR

HEAD SLIP

CONNECTOR

F3A

STRUCTURE

ABOVE

FINISHED CEILING

(WHERE SCHEDULED)

SPRAY-APPLIED

FOAM INSUL

R-9.5 (MIN.)

1 1/2" METAL

WALL LINER PANEL

TRACK

2 1/2" METAL STUDS

@ (16" O.C.)

PAF (.145)

@ (32" O.C.)

F.O. EXIST

EXTERIOR WALL

HEAD SLIP

CONNECTOR

1'-2 1/8"

STRUCTURE ABOVE

FIRE

RATED

SEALANT,

EA. SIDE,

T&B

FINISHED

CEILING

HOLLOW

METAL FRAME

(AS

APPLICABLE)

HIGHER

PRIORITY

WALL

ONE HOUR

CONSTRUCTION

TWO HOUR FIRE AND /

OR SMOKE PARTITION

CONSTRUCTION

METAL STUDS

RATED WALL AND /

OR SMOKE

PARTITION

NON-RATED WALL

HIGHER

PRIORITY

WALL

ONE LAYER

AT ONE

HOUR

SMOKE

PARTITION

WALL PRIORITY LEGEND

TWO HOUR FIRE AND / OR

SMOKE WALL

PRIORITY 1 (HIGHEST)

TWO HOUR FIRE WALL

TWO HOUR SHAFT WALL

PRIORITY 2

ONE HOUR FIRE AND /

OR SMOKE WALL

PRIORITY 3

ONE HOUR FIRE WALL PRIORITY 4

NON-RATED WALL PRIORITY 5 (LOWEST)

NOTE: ALL PARTITION TYPES INDICATED, MAY NOT BE USED.

REFER TO PLANS FOR MORE INFORMATION.

RATED WALL AND / OR

SMOKE PARTITION

NON-RATED WALL

EXISTING MASONRY WALL

THERMAL INSULATION

FILL FIRST CAVITY

M

IN

1"

STRUCTURE ABOVE

FIRESTOP

5/8" GYP. BD.

5/8" CORE BD.

ACOUSTIC BATTS

PAF (.145) @ (32" O.C.)

TRACK - T&B

CUT HORIZONTAL FASTENER

FROM METAL STUDS

FASTEN AT BOTH ENDS WITH

MINIMUM 4 SELF-TAPPING

SCREWS

METAL STUDS AT 16" O. C.

ISOMETRIC PLAN VIEW

NOTES:

1. CONTRACTOR SHALL COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS

2. WALL BACKING SHALL BE USED AT ALL GRAB BARS, WALL

CABINETS, BUMPER/CRASH RAILS, ETC. U.N.O.

3. MINIMUIM GAGE FOR WALL BACKING TO BE 16 GA. U.N.O.

WALL PARTITION GENERAL NOTES:

A. ALL PARTITION FRAMING SHALL EXTEND FROM

FLOOR TO FLOOR/ROOF STRUCTURE ABOVE

UNLESS NOTED OTHERWISE.

B. REFER TO INDIVIDUAL PARTITION TYPES FOR

EXTENT OF GYPSUM WALLBOARD AND

ACOUSTICAL TREATMENT.

C. ALL BULKHEAD FRAMING SHALL EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE WITH

DIAGONAL METAL STUD BRACING AT 4'-0" ON

CENTER MAXIMUM. PROVIDE MINIMUM TWO

BRACES PER BULKHEAD.

D. WHEN A PARTITION IS REQUIRED TO MEET A

SPECIFIC FIRE RATED TEST NUMBER OR STC

TEST NUMBER THE SPECIFIC REQUIREMENTS OF

THAT TEST NUMBER SHALL SUPERSEDE ANY

CONFLICTING NOTATION ON THAT PARTICULAR

DETAIL OR PARTITION TYPE.

E. ALL PARTITIONS WITH ACOUSTICAL BATT

INSULATION SHALL BE CONSIDERED "SOUND"

PARTITIONS. ALL PENETRATIONS SHALL BE

SEALED WITH ACOUSTICAL SEALANT.

WALL PARTITION

GENERAL NOTES:

NOTES:

1. THIS DETAIL IS APPLICABLE TO ALL PARTITIONS WITH

ACOUSTICAL BATT INSULATION (SOUND PARTITION).

2. REFER TO PARTITION TYPES FOR ADDITIONAL INFORMATION.

3. REFER TO HEAD OF PARTITION DETAILS FOR DEFLECTION

CONSIDERATIONS.

ACOUSTIC BATT

INSULATION

(WHERE INDICATED ON

PARTITION TYPE)

WALL FINISH

AS SCHEDULED

WALL BASE

AS SCHEDULED

CONTINUOUS ACOUSTIC

SEALANT UNDERNEATH

RUNNER

AND BOTH SIDES OF WALL;

JAMB LOCATIONS ALSO

FLOOR FINISH

AS SCHEDULED

FLOOR LINE5

/8

GWB CONTROL JOINT,

(TYP)

WALL FRAMING AS SCH.

NOTE:

SIMILAR ON FURRED WALLS

1/2"

MAX. 10" DIA. NOMINAL STEEL PIPE

SCHEDULE 10 OR GREATER (SEE NOTE

3 FOR OTHER OPTIONS)

MIN. 1/2" DEPTH INTUMESCENT

FIRESTOP SEALANT

MIN. 3" MINERAL WOOL TIGHTLY PACKED

(MAX. 12" DIAMETER OPENING)

MIN. 1/2" FIRESTOP SEALANT BEAD AT ALL

POINTS OF CONTACT (BOTH SIDES OF WALL

ASSEMBLY)NOTE:

1. 2HR FIRE-RATED CONCRETE FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 12"

3. PIPE OPTION MAX. DIA. PIPE OPTIONS MAX. DIA.

CAST IRON 10" STEEL CONDUIT 4"

COPPER PIPE OR TUBING 4" EMT 4"

MIN. 4 1/2" CONCRETE FLOOR OR

UL CONCRETE BLOCK WALL

UL C-AJ-1149

MAX. 4" NOMINAL STEEL PIPE

SCHEDULE 10 OR GREATER

(MAX. 4" DIAMETER COPPER PIPE)

3/4" FLEXIBLE FOAM

PIPE INSULATION

MIN. 1/2" DEPTH

INTUMESCENT

FIRESTOP SEALANT

(REQUIRED BOTH SIDES

OF WALL ASSEMBLY)

MIN. 2 1/2" CONCRETE FLOOR

(MIN. 3" CONCRETE WALL

MIN. 2" MINERAL WOOL

TIGHTLY PACKED

MIN. 1/2" FIRESTOP SEALANT

BEAD AT ALL POINTS OF

CONTACT

NOTE:

1. 2HR FIRE-RATED CONCRETE FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 7"

UL C-AJ-5198

MAX. 2" STEEL PIPE SCHEDULE,

40 OR GREATER

MAX. 1" GLASS FIBER PIPE

INSULATION

MIN. 1/2" DEPTH INTUMESCENT FIRESTOP SEALANT

(REQUIRED BOTH SIDES OF WALL)

@ ALL POINTS OF CONTACT

MIN. 4 1/2" CONCRETE FLOOR

(MIN. 5" CONCRETE WALL

MIN. 4" MINERAL WOOL TIGHTLY PACKED

(ANNULAR SPACE = MIN. 11/16" MAX. 3 1/16")

NOTE:

1. 2HR FIRE-RATING FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 8"

UL C-AJ-5048

GYPSUM WALL ASSEMBLY, FIRE-RATIING

AS SCHEDULED

METAL STUD FRAMING MIN, 2 1/2" WIDE

ON ALL SIDES OF OPENING

MIN. 1/4" ANNULAR COMPRESSES GLASS

FIBER INSULATION (1" MAX.)

MIN. 24 GA. RECTANGULAR SHEET METAL

DUCT (24" x 12" DUCT MAX.)

MIN. 1 1/4" DEPTH INTUMESCENT FIRESTOP

SEALANT

(MIN. 5/8" FOR 1 HR FIRE-RATED) @ ALL

POINTS OF CONTACT

NOTE:

2 HR FIRE-RATING SHOWN

w/ MINIMUM REQUIREMENTS

GYPSUM WALL ASSEMBLY,

FIRE-RATIING AS SCHEDULED

METAL STUD FRAMING

MIN, 3 1/2" WIDE ON ALL

SIDES OF OPENING

MIN. 5" MINERAL WOOL

INTO OPENING (MIN. 3 3/4"

FOR 1 HR FIRE-RATING)

MIN. 1/2" DEPTH

INTUMESCENT

FIRESTOP SEALANT

MIN. 24 GA.

RECTANGULAR SHEET

METAL DUCT

(24"x24" DUCT MAX.)

MIN. 1/4" FIRESTOP SEALANT

BEAD AT POINT OF CONTACT

(2 HR FIRE-RATING ONLY MAY

HAVE 0" ANNULAR SPACE

AT BOTTOM OF THE DUCT)

METAL STUD TRACK

SCREW ATTACH TRACK TO

BOTH JAMB STUDS

(2) 20 GA. METAL STUDS

INTERIOR HOLLOW METAL

DOOR OR WINDOW FRAME

1/2" CONTROL JOINT SPACING

INSTALL SUITABLE BACKING

AT RATED WALLS

STOP

EXTRA METAL STUD

1/2"

SCREW ATTACH TRACK TO

BOTH JAMB STUDS

NOTE:

PROVIDE ONE AT EACH CORNER OF ALL DOORS BOTH SIDES OF WALL,

PROVIDE ONE EVERY 30 FEET AND AS INDICATED ON THE RCP.

STRUCTURAL DECK

FIRESTOP

METAL STUD RUNNER:

SECURE STUD RUNNER TO

STRUCTURE WITH TWO 1/4"

DRILLED ANCHORS @ 24" O.C.

NOTE:

DO NOT SCREW STUDS OF GYP TO

RUNNER, PROVIDE HORIZONTAL

BRACING WITHIN STUD SPACE TO

BRACE STUDS WITHIN 1'-0" FROM

TO OF WALL

TYPE S SCREWS

GYPSUM WALL BOARD

NOTE:

FIRESTOPPING AND SEALANT IS REQUIRED ONLY AT RATED WALLS

REFER TO A6-SERIES FOR LOCATIONS

FOR WALL TYPES

SEE FLOOR PLAN

1/

2"

5/ 8"

3/ 4"

UL W-L-5028

METAL STUD FRAMING MIN 2 1/2"

WIDE ON ALL SIDES OF OPENING

MIN. 5/8" DEPTH INTUMESCENT

FIRESTOP SEALANT

3/4" FLEXIBLE FOAM PIPE

INSULATION

MAX. 4" NOMINAL STEEL PIPE

SCHEDULE 40 OR GREATER

(MAX. 2" DIAMETER COPPER

PIPE OR TUBING)

MIN. 1/2" FIRESTOP SEALANT

BEAD AT ALL JOINTS OF CONTACT

GYPSUM WALL ASSEMBLY, FIRE-

RATING AS SCHEDULED

NOTE:

1. 2 HR FIRE-RATING SHOWN

2. MAX. DIAMETER OF

OPENING = 7 1/2"

STRUCTURE ABOVE

1/2" T FIRE STOP SEALANT, EACH

SIDE (ACOUSTIC SEALANT AT

SOUND PARTITION)

J-CASING BEAD, EACH SIDE

CONTINUOUS 16 GA. DEEP LEG TRACK

1" DEFLECTION SPACE TO RUNNER CHANNEL

5/8" FIRE RATED GYPSUM BOARD, EACH SIDE

GYPSUM BOARD PARTITION,

SEE FLOOR PLAN FOR TYPE

NOTES:

1. DETAIL FOR SMOKE RESISTANT, 1-HR RATED,

OR SOUND PARTITION ASSEMBLIES.

2. ATTACH GYPSUM BOARD TO METAL STUDS ONLY,

DO NOT TO DEEP LEG TRACK.

WALL TYPE NOTES:

1. NOT ALL WALL TYPES SHOWN IN THIS SCHEDULE

MAY BE USED IN THE PROJECT. REFER TO FLOOR

PLANS FOR WALL TYPES USED.

2. ALL NEW INTERIOR GWB SHALL BE 5/8" TYPE X

MOISTURE AND MOLD RESISTANT GWB UNLESS

OTHERWISE NOTED.

3. PROVIDE ABUSE-RESISTANT GWB UP TO THE

CEILING AT ROOMS WITH CEILINGS, INCLUDING

EXTERIOR WALLS. AT ROOMS WITH NO CEILINGS,

EXTEND ABUSE-RESISTANT GWB UP TO BOTTOM

OF STRUCTURE.

4. ALL GWB TO BE SMOOTH FINISH THROUGHOUT,

LEVEL 4 FINISH, UNLESS NOTED OTHERWISE.

5. FIELD VERIFY DETAILED WALL CONSTRUCTION &

REVIEW PLAN LAYOUT WITH EXISTING

CONDITIONS IN THE FIELD. WHERE FIELD

CONDITIONS CONFLICT WITH WALL

CONSTRUCTION DETAILS, MODIFY WALL

CONSTRUCTION AS PER ARCHITECTS DIRECTIVE

AT NO ADDITIONAL COST TO THE OWNER.

6. ALL WALL TYPES TO HAVE ACOUSTICAL SEALANT

AT TOP AND BOTTOM, BOTH SIDES AND ALL

OTHER CUTOUTS TO PREVENT SOUND LEAKAGE.

7. CONSTRUCT ALL WALLS TO CONFORM TO THE

DETAILED REQUIREMENTS OF THE MOST-

CURRENT EDITION OF UNDERWRITERS

LABORATORIES INC.'S "FIRE RESISTANCE

DIRECTORY" AND THE GYPSUM ASSOCIATION'S

"FIRE RESISTIVE DESIGN MANUAL" GA-600,

CURRENT EDITION. APPLY GWB PER LISTED

ASSEMBLY TO MEET UL DESIGN NUMBER.

8. WHERE WALLS ARE INDICATED TO BE FIRE

RESISTIVE CONSTRUCTION, TAPE ALL JOINTS,

INCLUDING THOSE JOINTS ABOVE CEILINGS.

9. ALL RATED WALLS TO BE CONTINUOUS WHEN

INTERSECTED BY WALLS OF LESSER OR NO

RATING.

10. PROVIDE "MUD ON" CASING, TEAR AWAY, "L", OR

"J" BEA.D AT FRAMES, CEILINGS AND OTHER

OPENINGS AND TRANSITIONS AS REQUIRED. ALL

BEAD SHALL BE "MUD ON" TYPE UNLESS

INDICATED OTHERWISE.

11. ACOUSTIC INSULATION AT 3-5/8" STUDS SHALL BE

3-1/2" THICK BATTS MINIMUM. ACOUSTIC

INSULATION AT 6" STUDS SHALL BE 6" THICK

BATTS.

12. PROVIDE TILE BACKER BOARD AND

WATERPROOF MEMBRANE AT ALL CERAMIC TILE-

FACED WALLS.

13. DIMENSIONS ARE TO FACE OF GWB UNLESS

OTHERWISE NOTED.

14. SEE INTERIOR ELEVATIONS AND FINISH PLANS

FOR EXTENTS OF CERAMIC TILE.

15. PROVIDE MTL STUD WALL BACKING CENTERED

AT 3'-0" AFF & WHERE REQ'D FOR ANCHORAGE

OF WALL-MOUNTED ITEMS.

WALL TYPES

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

C

L H

D C

\H o m e

\t fi e s e lm a n \R e v it M o d e ls \R

-2

-2

A

-2

-1

R e n o v a te W a re h o u s e tf ie s e lm a n A

G

Y .r v t

/2

/2

:4

:0

A

M

G-003

WALL TYPES & DETAILS

AHT TJF03/24/2021

1 1/2" = 1'-0"B1

WALL TYPES

1 1/2" = 1'-0"D1

WALL PRIORITY

NOT TO SCALED4

TEMPORARY PARTITION DETAIL

NOT TO SCALEF1

WALL BACKING

NOT TO SCALEF3

PARTITION BASE DETAIL

3" = 1'-0"C4

WALL GWB EXP. JOINT

NOT TO SCALEF8

FIRE RATED PIPE THRU SLAB

NOT TO SCALEF6

FIRE RATED INSULATED PIPE THRU SLAB

NOT TO SCALED8

WALL-INSULATED DUCT PENETRATION

NOT TO SCALED6

WALL-DUCT PENETRATION

NOT TO SCALEE5

WALL - TYPICAL CONTROL JOINT

NOT TO SCALEF5

WALL HEAD DETAIL

NOT TO SCALEE8

FIRE RATED INSULATED PIPE THRU PARTITION

NOT TO SCALEE3

PARTITION HEAD DETAIL

3Revisions: Date:

LC

LC

T his Drawing Produc ed by the U.S. Acc ess Board

LC

T his Dra wing Pro duced b y the U. S. Acces s Board

T his Drawing Produc ed by the U.S. Acc ess Board

T his Drawing P roduc ed by the U.S. Acc ess B oard

This Dr awing Pr oduced by t he U.S. Access Boar d

T his D rawing Produ ced by the U.S. A ccess Board Figure 104 Graphic Convention for Figures

This Dr awing Pr oduced by t he U.S. Access Boar d

T his Drawing Produced by the U.S. A ccess Board

T his Drawing Pro duced by the U. S. Access Board

T his Dr aw in g Pr od uc ed b y t he U .S . Ac ce ss B oa rd

T his Dra wing Pro duced b y the U. S. Acces s Board

This Dr awing Pr oduced by t he U.S. Access Boar d

This Dr awing Pr oduced by t he U.S. Access Boar d

T his Dra wing Pro duced b y the U. S. Acces s Board

T his Drawing Produced by the U.S. Access Board

30 min

48 min m in m in

(a) forward

(b) parallel

36 min

X

12 min

24 min

36 min

11 min m in

8 min

9 min min max dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements direction of travel or approach boundary of clear floor space or maneuvering clearance centerline minimum maximum a permitted element or its extension a wall, floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan

Convention Description location zone of element, control or feature greater than>

< less than

33-36 840-915 dimension showing a range with minimum - maximum less than or equal to greater than or equal to>

BEVELED CHANGE IN LEVEL

UNOBSTRUCTED FORWARD REACHCLEAR FLOOR SPACE OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACHALCOVE CLEARANCE LIMITS OF PROTRUDING OBJECTS

TOE CLEARANCE KNEE CLEARANCE SPOUT LOCATION

CLEARANCE AT WATER CLOSETS SIDE WALL GRAB BAR AT WATER CLOSETS REAR WALL GRAB BAR AT WATER CLOSETS T. P. DISPENSER OUTLET LOCATION m in m a x m a x m a x

>20-25 max 510-635

20 max

(a) (b) 10 max m a x m in

4 max

X

X

60 min m in

12 max

42 min

54 min m in

7-9 180-230 m a x

5 max 15 min 380125

17-25

430-635

6 max m in

(a) elevation

(b) plan

6.4

¼

¼ 6.4

½

TURNING RADIUS

66 min

DRINKING FOUNTAINDRINKING FOUNTAIN DRINKING FOUNTAIN

TRANSFER SIDE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

C

L H

D C

\H o m e

\t fi e s e lm a n \R e v it M o d e ls \R

-2

-2

A

-2

-1

R e n o v a te W a re h o u s e tf ie s e lm a n A

G

Y .r v t

/2

/2

:4

:0

A

M

G-004

ACCESSIBILITY CLEARANCES

AHT TJF03/24/2021

4Revisions: Date:

T

GENERAL NOTES:

1. SURVEY IS PROVIDED BY THE VA FOR REFERENCE ONLY OF

EXISTING CONDITIONS AND UNDERGROUND IMPROVEMENTS..

2. SEE ARCHITECTURAL SITE PLAN SHEET AS101 FOR

INFORMATION RELATED TO CONTRACTOR'S USE OF SITE,

CONSTRUCTION LIMITS, FENCING AND BARRIERS, SITE

IMPROVEMENTS AND ACCESS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF EXISTING CONDITIONS AND CHANGES MADE

TO THE SITE SINCE THE PUBLISHED DATE OF THE SURVEY.

4. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN

UNDERGROUND UTILITY LOCATE SERVICE PRIOR TO START OF

WORK ON SITE THAT INCLUDES EXCAVATION, DEMOLITION OF

EXISTING PAVEMENT OR OTHER WORK THAT MAY DISTURB

BELOW-GRADE UTILITIES AND IMPROVEMENTS.

5. CONTRACTOR SHALL PROTECT ALL SITE INFRASTRUCTURE

UNLESS DIRECTED OTHERWISE BY COR.

6. COORDINATE ACCESS TO CHILLER PLANT AND ADJACENT

ELECTRICAL VAULT W/ COR.

SURVEY

GENERAL NOTES:

BLDG 14 -

WAREHOUSE

KEY PLAN

AREA 'G'

AREA 'C' AREA 'D'

AREA 'B' AREA 'A'

AREA 'E'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

C

L H

D C

\H o m e \a ta s t\ R

-2

-2

A -2

-1

R e n o v a te

W a re h o u s e a ta s t.

rv t

/2

/2

:1

:3

A

M

V-100

EXISTING SITE SURVEY

AHT TJF03/24/2021

N O R

HT

1" = 20'-0"1

EXISTING SURVEY

5Revisions: Date:

atast Rectangle

BUILDING AND LIFE SAFETY CODE ANALYSIS SUMMARY:

THE FOLLOWING IS A SUMMARY OF THE BASIS OF DESIGN NARRATIVE THAT IS INTENDED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. MORE DETAILED CODE ANALYSIS INFORMATION IS PROVIDED ON SUBSEQUENT DRAWING SHEETS AND WITHIN THE FIRE PROTECTION AND LIFE

SAFETY SECTION OF THE DESIGN NARRATIVE.

APPLICABLE CODES:

THE FOLLOWING PRIMARY CODES AND STANDARDS ARE USED AS THE BASIS FOR THE DESIGN

• VA FIRE PROTECTION DESIGN MANUAL (VAFPDM; 7TH EDITION DECEMBER 2015)

• NATIONAL FIRE PROTECTION ASSOCIATION FIRE CODE (NFPA 1; 2018 EDITION)

• NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (NFPA 13; 2019 EDITION)

• NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE ALARM AND SIGNALING CODE (NFPA 72, 2019 EDITION)

• NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE (NFPA 101; 2018 EDITION)

• INTERNATIONAL BUILDING CODE (IBC; 2018 EDITION) *NOTE: AS ENFORCED BY VAFPDM §1.3.

BUILDING RENOVATION & RECONSTRUCTION

THE RENOVATION OF THE EXISTING WAREHOUSE BUILDING CONSISTS OF THE MODIFICATION OF MORE THAN 50% OF THE AREA OF THE BUILDING AND THEREFORE IS CLASSIFIED AS A RECONSTRUCTION IN ACCORDANCE WITH NFPA 101 §43.5.2.3. THE RECONSTRUCTION OF THE WAREHOUSE IS SUBJECT TO THE REQUIREMENTS OF NFPA 101 §43.6 AND GENERALLY MUST COMPLY WITH BUILDING REQUIREMENTS RELATED TO NEW CONSTRUCTION, EXCEPT WHERE NOTED.

SITE FIRE PROTECTION DESIGN

NONE OF THE ASPECTS OF THE SITE FIRE DEPARTMENT / EMERGENCY VEHICLE ACCESS ARE BEING MODIFIED AS PART OF THIS RENOVATION SCOPE OF WORK AND

ARE TO REMAIN AS IS.

REQUIRED FIRE FLOW FOR THE FACILITY IS PROVIDED IN ACCORDANCE WITH NFPA 1 BASED ON THE CONSTRUCTION TYPE AND FIRE FLOW CALCULATION AREAS.

BASED ON TYPE II (000) CONSTRUCTION, A FIRE AREA OF APPROXIMATELY 16,600 FT2 AND A 75% REDUCTION DUE TO THE PRESENCE OF AUTOMATIC SPRINKLERS, NFPA 1 TABLE 18.4.5.2.1 REQUIRES A FIRE FLOW OF 1000 GPM AT 20 PSI FOR 2 HOURS (NFPA 1 §18.4.5.3.2). PRELIMINARY HYDRANT FLOW TEST DATA PROVIDED BY COLUMBIA WATER AND LIGHT HAS BEEN PROVIDED NEAR THE PROJECT SITE AND INDICATES THAT THE AVAILABLE FIRE FLOW WILL BE IN EXCESS OF 5,000 GPM AT 20 PSI AND THEREFORE THE EXISTING WATER SUPPLY IS CAPABLE OF MEETING THE REQUIRE FIRE FLOW DEMAND.

SINCE THE FIRE FLOW REMAINS UNCHANGED AND THE FOOTPRINT OF THE EXISTING BUILDING REMAINS UNCHANGED AS PART OF THIS SCOPE OF WORK, NO

ADDITIONAL HYDRANTS ARE REQUIRED PER NFPA 1 AND THE VAFPDM.

OCCUPANCY CLASSIFICATION:

OCCUPANCY CLASSIFICATION IS DETERMINED IN ACCORDANCE WITH NFPA 101 AS REQUIRED BY THE VAFPDM. THE ENTIRE WAREHOUSE IS CLASSIFIED AS AN

ORDINARY HAZARD STORAGE OCCUPANCY IN ACCORDANCE WITH NFPA 101 CHAPTER 42.

OCCUPANCY SEPARATIONS:

THE ENTIRE BUILDING IS CLASSIFIED AS A SINGLE OCCUPANCY CONSISTING OF ORDINARY HAZARD STORAGE, AND THEREFORE NO OCCUPANCY SEPARATIONS ARE

PROVIDED.

BUILDING SEPARATION:

IN ACCORDANCE WITH §2.2.A OF THE VAFPDM, THERE ARE NO REQUIREMENTS FOR SEPARATION OR OPENINGS BETWEEN VA BUILDINGS WITH ALL BUILDINGS ARE FULLY SPRINKLER PROTECTED. AN EXISTING CHILLER PLANT IS LOCATED TO THE WEST AND A HOSPITAL BUILDING IS LOCATED TO THE NORTH; BOTH OF WHICH ARE PHYSICALLY SEPARATED AND SPRINKLERED THROUGHOUT. THE LARGER HOSPITAL BUILDING (BUILDING 1) LOCATED TO THE NORTH AND EAST IS PHYSICALLY CONNECTED TO THE WAREHOUSE BY A CONNECTING CORRIDOR THAT HAS AN EXISTING 2-HOUR BUILDING SEPARATION ALONG THE NORTH SIDE OF THE CONNECTING CORRIDOR TO SEPARATE THE WAREHOUSE FROM THE HOSPITAL BUILDING (BUILDING 1).

BUILDING CONSTRUCTION TYPE:

THE EXISTING WAREHOUSE BUILDING IS CONSTRUCTED OF EXTERIOR BLOCK WALLS WITH UNPROTECTED STEEL SUPPORTS AND ROOF ASSEMBLIES AND NONCOMBUSTIBLE BUILDING ELEMENTS. THEREFORE THE EXISTING BUILDING APPEARS TO MATCH TYPE II (000) CONSTRUCTION PER NFPA 220 AND TYPE II-B PER THE IBC. THE WAREHOUSE RENOVATIONS INCLUDED IN THIS SCOPE OF WORK WILL BE DONE IN A MANNER WHICH MAINTAINS THE EXISTING CONSTRUCTION TYPE AND THEREFORE, NO MODIFICATIONS TO THE EXISTING CONSTRUCTION TYPE WILL BE INCORPORATED AS PART OF THIS SCOPE OF WORK.

ALLOWABLE HEIGHT & AREA ANALYSIS (NFPA 101 §42.1.6 & IBC TABLES 504.3, 504.4 & 506.2) NFPA 101 DOES NOT INCLUDE CONSTRUCTION TYPE REQUIREMENTS FOR STORAGE OCCUPANCIES AND THEREFORE §2.1-B OF THE VAFPDM REQUIRES THAT THE HEIGHT AND AREA LIMITATIONS BE IN ACCORDANCE WITH THE IBC. THE FOLLOWING SUMMARIZES THE ACTUAL AND ALLOWABLE HEIGHT, STORY, AND AREA FOR THE WAREHOUSE BUILDING IN ACCORDANCE WITH THE IBC CHAPTER 5 FOR A FULLY SPRINKLERED BUILDING OF TYPE II-B CONSTRUCTION THAT CONTAINS A GROUP

S-2 OCCUPANCY.

HEIGHT (IBC TABLE 504.3)

• ALLOWABLE: 75 FT

• ACTUAL: 31 FT

# OF STORIES (IBC TABLE 504.4):

• ALLOWABLE: 4

• ACTUAL: 2

AREA (IBC TABLE 506.2):

• ALLOWABLE PER STORY: 78,000 FT2

• ACTUAL PER STORY:

• FIRST: 11,742 FT2

• UPPER: 3,822 FT2

MEZZANINES AND VERTICAL OPENINGS:

THE AREA OF THE UPPER FLOOR IS GREATER THAN 1/3 OF THE TOTAL AREA OF THE ROOMS ON THE GROUND FLOOR WHICH IT IS OPEN TO AND THEREFORE CANNOT BE CONSIDERED A MEZZANINE PER NFPA 101 §8.6.10.2.1. THEREFORE, THE UPPER FLOOR IS CONSIDERED A BUILDING STORY AND VERTICAL OPENINGS ARE PROTECTED ACCORDINGLY. IT IS IMPORTANT TO NOTE THAT THESE PLANS REFER TO THIS UPPER FLOOR AS A 'MEZZANINE' AT THE REQUEST OF THE CLIENT;

HOWEVER, THIS AREA HAS BEEN DESIGNED AND ANALYZED AS A BUILDING STORY PER THE REQUIREMENtS OF NFPA 101. AS PERMITTED BY NFPA 101 §42.3.1, CONVENIENCE OPENINGS IN ACCORDANCE WITH §8.6.9.1 ARE PERMITTED WITHIN STORAGE OCCUPANCIES. AN OPEN CONVENIENCE STAIR IS PROVIDED TO CONNECT THE UPPER FLOOR WITH THE GROUND FLOOR; THE VERTICAL OPENING IS CONFIGURED AS A CONVENIENCE OPENING IN ACCORDANCE WITH NFPA 101 §

8.6.9.1. THIS PERMITS UNPROTECTED VERTICAL OPENINGS BETWEEN THE TWO STORIES, AND THEREFORE NO SHAFTS ARE REQUIRED AS LONG AS THEY ARE

WITHIN THE CONVENIENCE OPENING.

HAZARDOUS AREA SEPARATION:

ALL AREAS WITHIN THE WAREHOUSE ARE THE SAME RELATIVE LEVEL OF HAZARD AND NO HAZARDOUS MATERIALS ARE ANTICIPATED TO BE STORED WITHIN THE BUILDING IN QUANTITIES THAT WOULD BE DEEMED HAZARDOUS; THEREFORE, NO HAZARDOUS AREA SEPARATIONS ARE REQUIRED IN ACCORDANCE WITH NFPA 101

§8.7 AND §42.3.2.

EGRESS DESIGN:

ALL EGRESS PROVISIONS ARE PROVIDED IN ACCORDANCE WITH NFPA 101 AND THE VAFPDM.

• OCCUPANT LOAD CALCULATIONS ARE BASED ON THE FACTORS IN NFPA 101 TABLE 7.3.1.2

• NUMBER OF EXITS AND CONFIGURATION IS PROVIDED IN ACCORDANCE WITH NFPA 101 SECTIONS 7.4 AND 7.5. AS PERMITTED BY NFPA 101 §

• EXIT ACCESS AND TRAVEL DISTANCE REQUIREMENTS (TRAVEL DISTANCE LIMITATIONS, COMMON PATH LIMITATIONS, AND DEAD-END CORRIDORS) ARE IN

ACCORDANCE WITH NFPA 101 §42.2.5 AND §42.2.6.

• EXITS MEET THE REQUIREMENTS OF NFPA 101 SECTION 7.1.3.2 AND EGRESS COMPONENTS CONFORM TO THE TYPES AND REQUIREMENTS IN NFPA 101

SECTION 7.2.

• EGRESS WIDTH AND CAPACITY IS PROVIDED BASED ON OCCUPANT LOAD, CALCULATED IN ACCORDANCE WITH NFPA 101 SECTION 7.3.3.

• EXIT DISCHARGE IS PROVIDED IN ACCORDANCE WITH NFPA 101 SECTION 7.7.

• ROOF ACCESS IS NOT REQUIRED FOR THE BUILDING ADDITION AS IT IS LESS THAN FOUR STORIES ABOVE GRADE PLANE.

FIRE SUPPRESSION SYSTEMS:

THE EXISTING WAREHOUSE IS PROTECTED BY AN AUTOMATIC WET-PIPE SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 AS REQUIRED BY THE VAFPDM.

THE EXISTING 4" SPRINKLER STANDPIPE RISER IS LOCATED IN THE SOUTHWEST CORNER OF THE BUILDING AND INCLUDES A BACKFLOW PREVENTER, A FLOW SWITCH, AND FIRE DEPARTMENT CONNECTION. THE EXISTING RISER ASSEMBLY AND SPRINKLER PIPING IS TO BE REUSED TO THE GREATEST EXTENT POSSIBLE AS PART OF THIS SCOPE OF WORK. MODIFICATIONS TO EXISTING PIPING WILL BE REQUIRED TO PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW THE UPPER FLOOR LEVEL, IN ADDITION TO RECONFIGURATION OF THE EXISTING SPRINKLER HEADS TO ACCOMMODATE THE MODIFIED STORAGE CONFIGURATION WITHIN THE BUILDING. VA HAS PROVIDED AN INVENTORY OF ANTICIPATED STORAGE MATERIALS AND STORAGE CONFIGURATIONS THROUGHOUT THE BUILDING TO ENSURE THAT SPRINKLER PROTECTION IS APPROPRIATELY DESIGNED IN ACCORDANCE WITH NFPA 13. USER WILL UTILIZE OPEN RACK, PALLETIZED, AND BIN BOX STORAGE CONFIGURATIONS OF CLASS IV COMMODITIES WITH MAXIMUM STORAGE HEIGHTS OF 12'; MORE DETAILS OF STORAGE CONFIGURATIONS ARE INDICATED ON FIRE SUPPRESSION PLAN. HYDRANT FLOW TEST DATA HAS BEEN PROVIDED BY THE CITY OF COLUMBIA MISSOURI UTILITIES DEPARTMENT FOR VERIFICATION THAT

EXISTING WATER SUPPLY IS ADEQUATE TO SUPPORT THE PROPOSED SYSTEM MODIFICATIONS..

THE EXISTING FIRE SUPPRESSION SYSTEM IS MONITORED BY THE BUILDING 1 FIRE ALARM SYSTEM TO TRANSMIT FIRE ALARM, SUPERVISORY, AND TROUBLE SIGNALS TO THE RESPONDING FIRE DEPARTMENT VIA THE HEAD-END FIRE ALARM RECEIVING EQUIPMENT LOCATED IN BUILDING 1. IT IS NOT ANTICIPATED THAT ANY

MODIFICATIONS WILL BE REQUIRED FOR THE EXISTING FIRE ALARM MONITORING.

FIRE EXTINGUISHERS ARE PROVIDED THROUGHOUT THE WAREHOUSE IN ACCORDANCE WITH NFPA 10. EXTINGUISHERS HAVE BEEN SPACED BASED ON 10-LB MULTIPURPOSE DRY CHEMICAL TYPE EXTINGUISHERS WITH A MAXIMUM TRAVEL DISTANCE FROM ANY POINT ON THE FLOOR TO AN EXTINGUISHER OF 75'.

FIRE ALARM SYSTEM:

THE EXISTING WAREHOUSE BUILDING 14 ADDRESSABLE FIRE ALARM SYSTEM WILL BE MAINTAINED TO THE GREATEST EXTENT POSSIBLE AND MODIFIED AS REQUIRED TO SUPPORT THE RENOVATIONS INCLUDED IN THIS SCOPE. BASED ON SITE INVESTIGATIONS AND AS-BUILT DOCUMENTATION, NO FIRE ALARM CONTROL UNITS ARE PRESENT WITHIN THE WAREHOUSE AND THAT THE SLC AND NAC CIRCUITS THAT SUPPORT BUILDING 14 ORIGINATE WITHIN THE HOSPITAL. AN EXISTING FACP IS LOCATED IN THE CHILLER PLANT IF THE EXISTING CIRCUITS FROM THE BUILDING 1 PANELS ARE NOT CAPABLE OF SUPPORTING THE ADDED/RELOCATED DEVICES WITHIN THE WAREHOUSE. ALL EXISTING DEVICES WITHIN THE BUILDING ARE TO BE REPLACED WITH NEW DEVICES, AND ADDITIONAL DEVICES ARE ADDED AS NECESSARY TO SUPPORT THE BUILDING RECONFIGURATION AS INDICATED ON THE FIRE ALARM SYSTEM SHEETS. NEW DEVICES ARE TO BE TIED INTO THE THE

EXISTING NAC AND SLC CIRCUITS THAT CURRENTLY SUPPORT BUILDING 14.

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS: NFPA 220 TYPE II (000) & IBC TYPE II-B

RATING (HOURS)

(NOTE 4)

BUILDING ELEMENT

0SUPPORTING ONE FLOOR OR ROOF ONLY

0SUPPORTING MORE THAN ONE FLOOR,

COLUMN OR OTHER BEARING WALLS

INTERIOR BEARING

WALL, COLUMNS,

BEAMS, GRIDERS,

TRUSSES, AND ARCHES

0INTERIOR - SUPPORTING MORE THAN ONE

FLOOR, COLUMN, OR OTHER BEARING WALL

NOTES:

1. FIRE-RESISTANCE RATINGS ARE BASED OFF OF IBC TABLES 601 AND 602. SEE LIFE

SAFETY PLANS FOR LOCATIONS OF RATED PARTITIONS FOR ACCOMMODATION OF

LIFE SAFETY CODE REQUIREMENTS.

2. ACCORDING TO EXISTING DESIGN DRAWINGS DATED SEPTEMBER 22,2015, BLDG 26

IS OF TYPE 1-A CONSTRUCTION. THERFORE, THE RATINGS IN THIS TABLE REFLECT

THE FIRE RESISTANCE RATING OF TYPE I(332) CONTRUCTION FROM NFPA 220.

STRUCTURAL FRAME

EXTERIOR; SEE NOTE 1

INTERIOR - SUPPORTING ONE FLOOR OR

ROOF ONLY

INTERIOR NONBEARING WALLS

EXTERIOR BEARING

FLOOR/CEILING ASSEMBLIES

ROOF/CEILING ASSEMBLIES 0

EXTERIOR NONBEARING WALLS; SEE NOTE 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

BID SET 03/24/2021

Dwg. # of 94

B

IM

/0

-0

C

L H

V A

T ru m a n

R e n o v a te

W a re h o u s e

/0

-0

C L

H V

A R e n o v a te W a re h o u s e

F P

L S

R

.r v t

/2

/2

:4

:0

A

M

LS001

BUILDING AND LIFE SAFETY CODE

ANALYSIS

TGD APS03/24/2021

Applicable Codes & Standards

Code/Standard Code/Standard Authority Code/Standard Name Code/Standard Year

INTERNATIONAL CODE COUNCIL

IBC INTERNATIONAL CODE COUNCIL INTERNATIONAL BUILDING CODE 2018

NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 1 NATIONAL FIRE PROTECTION ASSOCIATION FIRE CODE 2018

NFPA 10 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2018

NFPA 13 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 24 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE

MAINS AND THEIR APPURTENANCES

NFPA 70 NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL ELECTRICAL CODE 2020

NFPA 72 NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE ALARM AND SIGNALING CODE 2019

NFPA 80 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES 2019

NFPA 90A NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATION SYSTEMS

NFPA 101 NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 2018

NFPA 110 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2019

NFPA 220 NATIONAL FIRE PROTECTION ASSOCIATION STANDARD ON TYPES OF BUILDING CONSTRUCTION 2018

U.S. DEPARTMENT OF VETERANS AFFAIRS

VAFPDM U.S. DEPARTMENT OF VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL 7TH EDITION, DECEMBER 2015

VAPSDM U.S. DEPARTMENT OF VETERANS AFFAIRS PHSYICAL SECURITY DESIGN MANUAL FOR VA MISSION CRITICAL

FACILITIES

JANUARY 2015

NOTE: THE FOLLOWING LEGEND IS PROVIDED FOR REFERENCE ONLY; NO NEW FIRE RESISTANCE RATED BARRIERS

ARE PROVIDED AS PART OF THIS SCOPE OF WORK.

Revisions: Date: 5

FD

C P

-0

C P

-0

T D

-0

TD-01

TD-02

T D

-0

T D

-0

FE

F E

F E

FE

FE

FE

CP-02

C P

-0

FE

F E

A

B

C

D

F

E

1 2 3 4 5 6 72.11.1 2.9 3.9

C.6

B.4

VETERANS

CANTEEN

SERVICE

(VCS)

STORAGE

W01

CORRIDOR

WC01A

RECEIVING

DOCK

W02

RECEIVING

BREAKOUT

INSPECTION

(NEW)

W06

OIT

CLOSET

W05B

EQUIPMENT

PREP/

STAGING

(NEW)

W07

SUPERVISOR

OFFICE

(NEW)

W09

STAFF

TOILET

(NEW)

W08

CORRIDOR

WC03

STERILE

CONSUMABLES

(SOFT

GOODS)

STORAGE

W05

PROSTHETICS

STORAGE

W04

DRUG

CACHE-STORAGE

W03A

BULK

ITEMS

STORAGE

W03B

RECEIVING/ISSUE

W10C

RECEIVING/ISSUE

W10A

RECEIVING/ISSUE

W10B

BULK

ITEMS

STORAGE

W03

EXISTING BUILDING SEPARATION TO

REMAIN - OUTSIDE OF SCOPE OF WORK

AREA

AREAS OUTSIDE

OF SCOPE OF

WORK

NARCOTICS

STORAGE

CAGE

W03A1

CORRIDOR

WC04

STAFF

LOUNGE

(NEW)

EW04A

LOGICAL

UNIT

OF

MEASURE

(LUM)

STAGING

ROOM

(NEW)

EW05A

120 / 2

2.1"

36"

340 / 1

1.4"

68"

EXIT SIGNAGE LOCATION

(SEE ELECTRICAL LIGHTING PLANS FOR

EMERGENCY LIGHTING AND EXIT SIGNS)

A

B

C

D

F

E

1 2 32.11.1 2.9 3.9

C.6

B.4

PANDEMIC

STORAGE

W11

CONVENIENCE STAIR AND VERTICAL

OPENING PERMITTED BY NFPA 101 §

42.3.1 & §8.6.9.1

SINGLE MEANS OF EGRESS PERMITTED

FROM UPPER LEVEL BY NFPA 101 §

42.2.4.1(2)

120 / 3

0.3"

36"

SYMBOLS

FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL DRAWINGS.

FOR FIRE ALARM SYSTEM, SEE FIRE ALARM DRAWINGS; FOR FIRE

SUPPRESSION SYSTEM, SEE FIRE SUPPRESSION DRAWINGS.

THIS BUILDING SHALL BE FULLY SPRINKLERED, SEE FIRE SUPPRESSION

SHEETS FOR DETAILS.

AT FIRE RATED DOOR LOCATIONS FRAMES AND DOORS SHALL BE LABELED

FOR THE INTENDED USE OR EQUIVALENT.

NON-RATED SMOKE PARTITIONS SHALL BE CONSTRUCTED TO LIMIT THE

TRANSFER OF SMOKE. PARTITIONS SHALL EXTEND FROM FLOOR SLAB TO

UNDERSIDE THE FIRE RESISTANCE RATED HORIZONTAL ASSEMBLY ABOVE

(WHERE APPLICABLE). THE SPACE ADJACENT TO THE DECK AND OTHER

SURFACES, AND THE SPACES AROUND PENETRATING ITEMS SHALL BE

CAULKED TO LIMIT THE FREE PASSAGE OF SMOKE.

ASSEMBLY USE - LESS CONCENTRATED WITHOUT FIXED SEATING

TRAVEL PATH TYPE (TD =

TRAVEL DISTANCE, CP =

COMMON PATH, DE = DEAD END)

TD-XX

DISTANCE IDENTIFIER

(SEE SCHEDULE FOR

ACTUAL / ALLOWABLE

TRAVEL DISTANCES)

NO. OF OCC. EXITING

STORAGE USE - IN STORAGE OCCUPANCIES

BUSINESS USE - GENERAL

BUILDING SEPARATION:

2-HOUR FIRE BARRIER (EXISTING)

FE

FIRE EXTINGUISHER LOCATION (10 LB.

MULTI-PURPOSE DRY CHEMICAL)

NOTE: SEE ARCHITECTURAL PLANS FOR

MOUNTING REQUIREMENTS

B / C

D

E

REQ'D. EXIT WIDTH

ACTUAL EXIT WIDTH

NO. OF OCC. /

NO. OF EXIT

STARTING

LOCATION

NOTES

OCCUPANT LOAD USES

OCCUPANCY…