Bid Docs_Arch.pdf

PROJECT LOCATION - BUILDING 2

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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

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B

C

D

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F

1 2 3 4 5 6 7 8 9

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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 # of

FCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

VA PROJECT NUMBER: 657-19-127JB

JEFFERSON BARRACKS

FCA - RENOVATE SPACE

FOR DOMICILIARY

PROVIDERS, BUILDING 2

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

ARCHITECT/ENGINEER:

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

VA SIGNATURE BLOCK

CONTACT INFORMATION ##-XX-###

DISCIPLINE DESIGNATORS EXAMPLES

GI = GENERAL INFORMATION

GC = GENERAL CONTRACT

CS = CIVIL SITE

AD = ARCHITECTURAL DEMOLITION

AS = ARCHITECTURAL SITE

AE = ARCHITECTURAL ELEMENTS

FLOOR PLANS, ELEVATIONS, DETAILS

AI = ARCHITECTURAL INTERIORS

AG = ARCHITECTURAL GRAPHICS

AF = ARCHITECTURAL FINISHES

AC = ARCHITECTURAL CEILING PLAN

AW = ARCHITECTURAL W AYFINDING

AP = ARCHITECTURAL SPACE PLANNING

FLOOR PLANS & SCHEDULES

AL = ARCHITECTURAL LIFE SAFETY

DRAW INGS

SG = STRUCTURAL GENERAL

SF = STRUCTURAL FRAMING

MG = MECHANICAL GENERAL

MH = MECHANICAL HVAC

PG = PLUMBING MEDICAL GAS

PL = PLUMBING FIXTURES

EG = ELECTRICAL GENERAL

EL = ELECTRICAL LIGHTING

DRAWING INDEX LEGEND

SHEET TYPE DESIGNATORS

0 = GENERAL

1 = PLANS

2 = ELEVATIONS

3 = SECTIONS

4 = LARGE-SCALE VIEW S

5 = DETAILS

6 = SCHEDULES & DIAGRAMS

7 = USER DEFINED

8 = USER DEFINED

9 = 3D REPRESENTATIONS

BUILDING NUMBER

FLOOR NUMBER ON PLAN SHEETS

SHEET NUMBER

657-19-127JB

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

/1

/2

:1

:0

P

M

02-GI-000

COVER SHEET

JDJAW S

DRAWING INDEX

SHEET

NUMBER SHEET NAME

GENERAL

02-GI-000 COVER SHEET

02-GI-001 ICRA/ISLM DATA

02-GI-002 INFECTION CONTROL/PHASING PLAN

02-GI-003 BID DEDUCTS

ARCHITECTURAL

02-AS-101 ARCHITECTURAL SITE PLAN

02-AL-001 CODE ANALYSIS

02-AL-002 LIFE SAFETY PLAN

02-AD-111 DEMOLITION PLAN - FLOOR 01

02-AD-121 DEMOLITION PLAN - FLOOR 02

02-AE-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

02-AE-002 WALL TYPES

02-AE-101 ARCHITECTURAL PLAN - FLOOR 00

02-AE-111 ARCHITECTURAL PLAN - FLOOR 01

02-AE-121 ARCHITECTURAL PLAN - FLOOR 02

02-AE-401 ENLARGED PLANS

02-AE-501 BUILDING DETAILS

02-AE-601 DOOR SCHEDULE

02-AE-711 ARCHITECTURAL REFLECTED CEILING PLAN - FLOOR 01

02-AE-721 ARCHITECTURAL REFLECTED CEILING PLAN - FLOOR 02

02-AE-801 STAIR SECTIONS

02-AE-802 STAIR SECTIONS

02-AI-001 FINISHES SCHEDULE & EQUIPMENT SCHEDULE

02-AI-111 FINISH PLAN - FLOOR 01

02-AI-112 EQUIPMENT PLAN - FLOOR 01

02-AI-121 FINISH PLAN - FLOOR 02

02-AI-122 EQUIPMENT PLAN - FLOOR 02

02-AI-211 INTERIOR ELEVATIONS - FLOOR 01

02-AI-221 INTERIOR ELEVATIONS - FLOOR 02

02-AW-001 SIGNAGE TYPE

02-AW-111 ARCHITECTURAL SIGNAGE PLAN - FLOOR 01

02-AW-121 ARCHITECTURAL SIGNAGE PLAN - FLOOR 02

FIRE PROTECTION

02-FP-001 FIRE SUPPRESSION LEGEND

02-FP-101 FIRE PROTECTION PLAN - FLOOR 00

02-FP-111 FIRE PROTECTION PLAN - FLOOR 01

02-FP-121 FIRE PROTECTION PLAN - FLOOR 02

PLUMBING

02-PD-101 PLUMBING DEMOLITION PLAN - FLOOR 00

02-PD-111 PLUMBING DEMOLITION PLAN - FLOOR 01

02-PD-121 PLUMBING DEMOLITION PLAN - FLOOR 02

02-PL-001 PLUMBING LEGEND

02-PL-101 PLUMBING PLAN - FLOOR 00

02-PL-111 PLUMBING PLAN - FLOOR 01

02-PL-121 PLUMBING PLAN - FLOOR 02

02-PL-131 PLUMBING PLAN - FLOOR 03

02-PL-401 PLUMBING ISOMETRIC

MECHANICAL

02-MG-001 MECHANICAL ABBREVIATIONS, LEGENDS, AND GENERAL NOTES

02-MD-111 MECHANICAL DEMOLITION PLANS - FLOOR 01

02-MD-121 MECHANICAL DEMOLITION PLANS - FLOOR 02

02-MH-111 AIR DISTRIBUTION PLAN - FLOOR 01

02-MH-121 AIR DISTRIBUTION PLAN - FLOOR 02

02-MP-111 HYDRONICS PLAN - FLOOR 01

02-MP-121 HYDRONICS PLAN - FLOOR 02

02-MG-501 MECHANICAL DETAILS

02-MG-601 MECHANICAL CONTROL DIAGRAMS

02-MG-602 MECHANICAL SCHEDULES

ELECTRICAL

02-EJ-001 ELECTRICAL LEGEND

02-ED-111 LIGHTING DEMOLITION PLAN - FLOOR 01

02-ED-112 POWER DEMOLITION PLAN - FLOOR 01

02-ED-113 SYSTEMS DEMOLITION PLAN - FLOOR 01

02-ED-121 LIGHTING DEMOLITION PLAN - FLOOR 02

02-ED-122 POWER DEMOLITION PLAN - FLOOR 02

02-ED-123 SYSTEMS DEMOLITION PLAN - FLOOR 02

02-EL-111 LIGHTING PLAN - FLOOR 01

02-EL-121 LIGHTING PLAN - FLOOR 02

02-EP-111 POWER PLAN - FLOOR 01

02-EP-121 POWER PLAN - FLOOR 02

02-ET-101 SYSTEMS PLAN - FLOOR 00

02-ET-111 SYSTEMS PLAN - FLOOR 01

02-ET-121 SYSTEMS PLAN - FLOOR 02

02-EJ-501 LIGHT FIXTURE SCHEDULE AND DETAILS

02-EJ-504 PANEL SCHEDULES

02-EJ-600 ELECTRICAL RISER DIAGRAM

02-EJ-601 PARTIAL FIRE ALARM SYSTEM RISER DIAGRAM

Contact:Contact:Contact:Contact:

CMTA CONSULTING

Andy Myers, PE, LEED AP, CxA

Project Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

GUIDON DESIGN INC.

Mark VanderWoude, PE

Sr. Structural Engineer

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Andrew Schaewe, RA, RID, LEED AP

Project Manager

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 141 e: aschaewe@guidondesign.com

ARCHITECT

VA ST. LOUIS HEALTH CARE SYSTEM

Brad Petrovic

VA Project Manager, Engineering Services

1 Jefferson Barracks Drive St. Louis, MO 63125 p: 314.652.4100 x 6-6772 e: bradley.petrovic@va.gov

OWNER

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

10411 Meeting Street Prospect, KY 40059 p: 502.326.3085 e: amyers@cmta.com

BRAD PETROVIC, PROJECT MANAGER, COR

KYLE FLORIAN, ADDITIONAL COR

DR. ERIN MCINERNEY-ERNST, MENTAL HEATH

GARY DRIKOW, CHIEF, DESIGN AND CONSTRUCTION

CHASEY JACKSON, FACILITY PLANNER

KEVIN KNIGHT, CONTRACTING OFFICER

MARK SIME, CEOSH

N

PROJECT LOCATION

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION

BATT.

5/8" TYPE X GYPSUM BOARD, BOTH

SIDES

3 5/8" METAL STUD @ 16" O.C.

WITH RUNNER CHANNELS ALONG

TOP AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY

ADHERE TO THE STRUCTURAL DECK

ABOVE AND TO THE FLOOR BELOW

WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING:

U465

COORDINATE WITH EXISTING

CEILING

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16"

O.C.

BEAD OF CONT. SEALANT

6-MIL FIRE RETARDENT POLY

INTERIOR SIDE

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

6" M

IN

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY TO DECK WITH TAPE

CONTINUOUSLY ADHERE FIRE RETARDENT

POLY TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE

FOR REQUIRED CONDITION TO

STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:0

P

M

02-GI-001

ICRA/ISLM DATA

JDJAW S

SCALE: 1 1/2" = 1'-0"02-GI-001

1 TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION NFPA

SCALE: 1 1/2" = 1'-0"02-GI-001

2 TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION

SCALE: 1/4" = 1'-0"02-GI-001

3 TEMPORARY WALL CONSTRUCTION ELEVATION

DN

UP

UPDNUP DN

DN

DNUP

UP DN UPDN

DN

UP

UPDNUP DN

DN

UP

UP DN UPDN

OFFICE

CORRIDOR

H105

OFFICE

OFFICE

OFFICE

MECH

OFFICE

OFFICE

STOR

123C

OFFICE

CORRIDOR

H101 OFFICE

TOILET

OFFICE

OFFICE

105A

OFFICE

OFFICE

CORRIDOR

H102

CORRIDOR

H103

CHASE

CH-1-1

ELEV LOBBY

123A

ELEVATOR

E-01

LOBBY

VESTIBULE

STAIR

S101

CORRIDOR

H104

OFFICE

OFFICE

123E

OFFICE

OFFICE

CLOSET

118A

TOILET

CLOSET

116A

STAIR 2

S103

STAIR 2

S102

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

MECH

STORAGE

218A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

OIT

ELEC

HAC

ELEV

STAIR 2

STAIR 3

STAIR 1

S200

CORRIDOR

MEN

214 WOMEN

COPY ROOM

PHASE 1

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

VESTIBULE

STAIR 1

CORRIDOR

MECH

ELEV

OIT

ELEC

JAN

STORAGE

GROUP

COMPUTER

MULTI-PURPOSE

MEN

WOMEN

CORRIDOR

CORRIDOR

STAIR 2

S133

STAIR 3

S103

CORRIDOR

STORAGE/COPY

PHASE 2

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

1 1

MECH

STORAGE

218A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

6'

OIT

ELEC

HAC

ELEV

STAIR 2

STAIR 3

STAIR 1

S200

CORRIDOR

MEN

WOMEN

COPY ROOM

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

OFFICE

205 OFFICE

OFFICE

CUBICLE BAY

WORKSTATION

KITCHENETTE

CORRIDOR

IC/PHASING LEGEND

TEMPORARY WALLS. SEE PLAN AND

PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS

DOORS

BEYOND PROJECT BOUNDARY

WORK TO BE DONE DURING CURRENT

PHASE

EXISTING 2 HR - FIRE SEPARATION

INFECTION CONTROL PLAN NOTES #

INFECTION CONTROL PROJECT INFORMATION

CONSTRUCTION ACTIVITY - FIRE RISK: TYPE D

PATIENT RISK GROUP: LOW

CLASS OF PRECAUTION MATRIX: II

PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION WITH 45 MINUTE RATED DOOR ASSEMBLY PER NFPA 241.

REFER TO 1/02-GI-002.

PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH CARD

READER ACCESS. REFER TO 2/02-GI-002.

PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO 3/02-GI-002.

PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

PROVIDE SIMILAR INFECTION CONTROL WALL AT SAME LOCATION ON FLOOR 03

FOR THIS PHASE.

REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

PROJECT SHALL BE COMPLETED IN 2 PHASES

COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE PHASING

INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR PROVIDED

CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW THE FLOOR

PLATE OF THE PROJECT BOUNDARY.

ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED IN

A SAFE MANOR UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED AND

BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36" STICKY

WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR LOCATION.

MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED WITH

4 MIL. POLY SHEET.

ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

A

B

C

D

E

F

G

H

I

J

K

L

M

N

INFECTION CONTROL GENERAL NOTES

PHASING GENERAL NOTES

A

B

C

D

PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

PROJECT SHALL BE COMPLETED DURING NIGHT SHIFTS, 5:00 PM TO 5:00 AM.

COORDINATE WITH COR. ALL WORK TO BE COMPLETED AND OPEN FOR PUBLIC

USE AT THE END OF EACH NIGHT'S WORK.

CONSTRUCTION WORK BEHIND TEMPORARY CONSTRUCTION PARTITIONS

SHALL BE COMPLETED DURING NIGHT SHIFTS, 5:00 PM TO 5:00 AM.

REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:0

P

M

02-GI-002

INFECTION CONTROL/PHASING PLAN

JDJAW S

SCALE: 1/8" = 1'-0"02-GI-002

1 PHASING PLAN - FLOOR 01 PHASE 1

SCALE: 1/8" = 1'-0"02-GI-002

2 PHASING PLAN - FLOOR 02 PHASE 1

SCALE: 1/8" = 1'-0"02-GI-002

3 PHASING PLAN - FLOOR 01 PHASE 2

SCALE: 1/8" = 1'-0"02-GI-002

4 PHASING PLAN - FLOOR 02 PHASE 2N

N

UPDNUP DN

DN

DNUP

UP DN UPDN

STATEMENT OF BID ITEMS

DEDCUT ALTERNATE 001 - REMOVAL OF DATA OUTLETS AND RECEPTACLES

CONTRACTOR SHALL PRICE AS A DEDUCT ALTERNATE THE ELIMINATION OF

DATA OUTLETS AS SHOWN ON SYSTEM PLAN SHEETS 02-ET-101, 02-ET-111,

AND 02-ET-121.

DEDUCT ALTERNATE 002 - FINISHES

SEE SHEET 02-AI-001 FOR A LIST OF ALL ALTERNATE FINISHES TO BE BID AS A

DEDUCT ALTERNATE.

A

B

BID ITEM #1: BASE BID.

BID ITEM #2: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE A.

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

VESTIBULE

STAIR 1

CORRIDOR

MECH

ELEV

OIT

ELEC

126JAN

STORAGE

GROUP

COMPUTER

MULTI-PURPOSE

MEN

WOMEN

CORRIDOR

CORRIDOR

STAIR 2

S133

STAIR 3

S103

CORRIDOR

STORAGE/COPY

ELEV LOBBY

109A 120A

119A

2A

3A

4A

5A

118A

117A

123A

121A

6A

124A

5A

6A

9A

0A

2A

103B103A

111A

S103A S133A

101A

OFFICE

02-AE-501

SIM

02-AE-501

SIM

02-AE-501

SIM

02-AE-501

SIM

02-AE-501

SIM

128A

S103B S133B

102A

02-AE-501

SIM

DN

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

MECH

STORAGE

218A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OIT

ELEC

HAC

ELEV

STAIR 2

STAIR 3

STAIR 1

S200

MEN

WOMEN

COPY ROOM

8A

8B

200A

215A214A

212A

211A

3A

S234A S233A

201A 218A

210A

219A

220A

221A

222A

218B

WORKSTATION

OFFICE

OFFICE

OFFICE

204 OFFICE

CORRIDOR

CORRIDOR

CUBICLE BAY

KITCHENETTE

5A

4A

3A

2A

02-AE-401

DN

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

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M

02-GI-003

BID DEDUCTS

JDJAW S

SCALE: 1/8" = 1'-0"02-GI-003

2 ARCHITECTURAL PLAN - FLOOR 01 - BID DEDUCT

SCALE: 1/8" = 1'-0"02-GI-003

3 ARCHITECTURAL PLAN - FLOOR 02 - BID DEDUCTN

1.

2.

ARCHITECTURAL SITE PLAN NOTES

APPROXIMATE LOCATION OF PIV VALVE ON SITE. COORDINATE EXACT

LOCATION WITH COR, AND FIRE SAFETY ON SITE. COORDINATE

REQUIREMENTS FOR INSTALLATION WITH MEP DRAWINGS. SEE SHEET 02-

FP-100.

PROTECT PIV VALVE WITH SITE BOLLARDS.

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:5

P

M

02-AS-101

ARCHITECTURAL SITE PLAN

AuthorChecker

SCALE: 1" = 20'-0"02-AS-101

1 ARCHITECTURAL SITE PLANN

CODE ANALYSIS - NFPA 101, BUSINESS CHAPTER 38

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101 (LSC). 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 IDENTIFIED. 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).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD

PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW

THE 2018 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS.

FOR FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES, THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN

USED.

PROJECT SCOPE

THE PROJECT SCOPE INCLUDES RENOVATING EXISTING OFFICE SPACE IN A B OCCUPANCY. OVERALL BUILDING INFRASTRUCTURE AND SYSTEMS SHALL BE MAINTAINED

TO COMPLY WITH NFPA 101 2018 LSC

THE CONSTRUCTION TYPE IS DETERMINED BASED UPON THE ALLOWABLE AREA AND HEIGHT REQUIREMENTS OF CHAPTER 5 OF THE 2018 IBC. CONSTRUCTION TYPE AND MATERIALS SHALL BE PER CHAPTER 6 OF THE IBC FOR TYPE 3-B CONSTRUCTION AS FOLLOWS:

OCCUPANCY TYPE: B-BUSINESS, IBC CHAPTER 3/LSC CHAPTER 38

CONSTRUCTION TYPE: 3-B (IBC CHAPTER 5), TYPE III (200) (LSC)

3. FIRE RESISTIVE RATINGS TYPE 3-B/TYPE III CONSTRUCTION, CHAPTER 6 IBC/NFPA 101:

STRUCTURAL FRAME: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

BEARING WALLS

EXTERIOR: NONCOMBUSTIBLE, 2-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

NON-BEARING WALLS AND PARTITIONS

EXTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE-RESISTIVE

FLOOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

ROOF: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

SHAFT ENCLOSURES 2-HOUR FIRE RESISTIVE >4 STORIES (IBC 713.4, LSC 12.3.6)

SHAFT ENCLOSURES 1-HOUR FIRE RESISTIVE <4 STORIES (IBC 713.4, LSC 12.3.6)

4. STRUCTURAL DESIGN SHALL COMPLY WITH CHAPTER 16 OF THE IBC.

5. ALLOWABLE HEIGHT: 55' FT (IBC, TABLE 504.3). BUILDING IS EXISTING. HEIGHT SHALL NOT CHANGE.

6. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN: 3 STORIES NOT SPRINKLERED, 4 STORIES S1(IBC, TABLE 504.4)

7. ALLOWABLE AREA: BASED UPON B OCCUPANCY, TYPE III CONSTRUCTION TYPE, AND NOT SPRINKLED: ALLOWABLE AREA: 19,000 SF (IBC, TABLE 506.2)

8. BUILDING SEPARATION: BASED ON A 30' FIRE SEPARATION DISTANCE A 0-HOUR FIRE RESISTANCE WALL RATING IS REQUIRED. (IBC, TABLE 602)

9. OCCUPANCY SEPARATION: NO APPLICABLE IN THIS PROJECT

10. MEANS OF EGRESS

• CLEAR WIDTH OF CORRIDORS SHALL BE CLEAR 44 INCHES.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 32 INCHES

• NOT LESS THAN 2 EXITS SHALL BE PROVIDED PER FLOOR.

• ADDITION OCCUPANCY LOAD: <500 THEREFORE 2 EXITS REQUIRED (LSC 7.4.1)

• MAXIMUM TRAVEL DISTANCE, FULLY SPRINKLED: 300 FEET (LSC 38.2.6.3)

• COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET (LSC 38.2.5.3.1)

• DEAD END CORRIDORS SHALL NOT EXCEED 50 FEET. (LSC 38.2.5.2.1)

• MEANS OF EGRESS SHALL BE ILLUMINATED. (LSC 38.2.8)

• EMERGENCY LIGHTING SHALL BE PROVIDED, BUILDING OVER 3 STORIES. (LSC 38.2.9.1)

• EXIT SIGNAGE SHALL BE PROVIDED. (LSC 38.2.10)

11. PROTECTION FROM ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY OF THE BUILDING OR STRUCTURE SHALL BE PROVIDED BY PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING SYSTEMS IN ACCORDANCE WITH SECTION 9.7(3). WHERE HAZARD IS SEVER PER LSC CHAPTER 38, SOILED HOLDING, PROTECTION IS PROVIDED WITH AN AUTOMATIC EXTINGUISHING SYSTEMS THE SPACE SHALL ALSO BE ENCLOSED WITH SMOKE

PARTITIONS IN ACCORDANCE WITH SECTION 8.4.

• 1-HOUR FIRE RESISTANCE RATING AND AUTOMATIC SPRINKLER SYSTEM IS REQUIRED FOR THE FOLLOWING: SOILED HOLDING AND HIGH HAZARD CONTENT

AREAS PER LSC 38.2.2.

12. INTERIOR FINISH

• WALLS AND CEILINGS: INTERIOR FINISH FLAME SPREAD SHALL BE LIMITED PER CHAPTER 8 OF THE NFPA 101 TO CLASS A, B AND C MATERIALS. INTERIOR WALL

AND CEILING FINISH SHALL BE CLASS A OR CLASS B IN EXITS, CORRIDORS AND LOBBIES; AND CLASS A, CLASS B, OR CLASS C IN ALL OTHER AREAS. (LSC 38.3.3)

• · CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

• · CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450.

• · CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450

• FLOORS: INTERIOR FLOOR FINISH SHALL BE CLASS I OR CLASS II IN CORRIDORS AND EXITS.

• FABRIC DRAPERIES, CURTAINS (EXCLUDING SHOWER CURTAINS, BUT INCLUDING CUBICLE CURTAINS), AND OTHER LOOSELY HANGING FABRICS AND FILMS

SERVING AS FURNISHINGS OR DECORATIONS IN HEALTH CARE OCCUPANCIES MUST MEET THE FLAME RESISTANCE REQUIREMENTS OF NFPA 701, STANDARD

METHODS OF FIRE TESTS FOR FLAME-RESISTANT TEXTILES AND FILMS.

• UPHOLSTERED FURNITURE AND MATTRESSES. UPHOLSTERED FURNITURE AND MATTRESSES MUST ALSO MEET SPECIFIED REQUIREMENTS, BASED ON NFPA

260, NFPA 261, NFPA 266, 16 CFR 1632, ASTME E1537, AND ASTME E1590

13. EXTINGUISHMENTS REQUIREMENTS, PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA 10. (38.3.5)

14. DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.

• FIRE ALARM SYSTEM SHALL BE PROVIDED LSC, NFPA 70 (NEC) AND NFPA 72. (LSC 9.6.1)

• FIRE ALARM MAY BE BY MANUAL MEANS (LSC 38.4.2)(LSC 9.6.2)

• OCCUPANT NOTIFICATION SHALL BE THROUGH AUTOMATIC MEANS. (LSC 38.3.4.3)

• SMOKE DETECTION SHALL BE PROVIDED PER NFPA 72.

• EMERGENCY RESPONDER NOTIFICATION SHALL BE NOTIFIED BY ALARM AND DETECTION SYSTEM. (LSC 38.3.4.4)

15. FIRE SUPPRESSION:

SPRINKLER SYSTEM: A NEW AUTOMATIC SPRINKLER SYSTEM WILL BE ADDED TO THE BUILDING. THE AREA IN SCOPE OF THIS PROJECT WILL BECOME FULLY SPRINKLED.

THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH 2013 EDITION OF NFPA 13 AND THE SIXTH EDITION OF THE DEPARTMENT OF

VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL: MINIMUM DESIGN REQUIREMENTS:

STORAGE MECHANICAL AND ELECTRICAL ROOMS SHALL BE PROTECTED AS:

ORDINARY HAZARD OCCUPANCY, GROUP 2: 0.12 GPM/FT2 OVER 2,000 FT2.

HOSE STREAM ALLOWANCE: 250 GPM

ALL OTHER AREAS SHALL BE PROTECTED AS:

LIGHT HAZARD OCCUPANCY: 0.10 GPM/FT2 OVER 1,500 FT2.

HOSE STREAM ALLOWANCE: 100 GPM

ALL SPRINKLERS WITHIN THE SMOKE ZONE SHALL BE QUICK RESPONSE SPRINKLERS.

16. CONSTRUCTION BARRIERS CONSTRUCTED ALONG MEANS OF EGRESS ALONG HEALTHCARE OCCUPANCIES (LSC CHAPTER 18 AND 19) SHALL BE CONSTRUCTED AND

MAINTAINED PER NFPA 241.

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016

EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION, 2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCE, 2016 EDITION.

NFPA 54 NATOINAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA

PROCESSING EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2018 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017

EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900

ASHRAE 90.1-2019 HVAC SYSTEMS

ASHRAE 189.1 -2017 STANDARD FOR THE DESIGN OF HIGH PERFORMANCE GREEN

BUILDINGS

ASHRAE 170 - 2017 VENTILATION FOR HEALTH CARE FACILITIES

ASHRAE 62.1 - 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

ASHRAE 1.1 - 2007 HVAC & R TECHNICAL REQUIREMENTS FOR COMMISSIONING

PROCESS

ASHRAE 0 - 2019 COMMISSIONING PROCESS

ASHRAE 55- 2017 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

ASHRAE 15 – 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

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

VA MENTAL HEALTH FACILITIES DESIGN GUIDE, DECEMBER 2010 (REV. 08/01/2014)

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:5

P

M

02-AL-001

CODE ANALYSIS

JDJAW S

DNUP

UPDNUP DN

UP

DNDN

DN

4574 SF

10046

B

246 SF

B

ASSEMBLY: LESS

CONCENTRATED

616 SF

B

ASSEMBLY: LESS

CONCENTRATED

STAIR 3

S103

OFFICE

OFFICE

STORAGE/COPY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

116 STAIR 1

CORRIDOR

ELEV

VESTIBULE

GROUP

COMPUTER

MULTI-PURPOSE

STORAGE

WOMEN

MEN

ELEC

OIT

MECH

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

JAN

OVERALL DIAGONAL DISTANCE = 125'

DISTANCE BETWEEN EXITS = 83'

MAX TRAVEL DISTANCE = 55'

EXIT EXIT

EXIT

STAIR 2

S133

MAX TRAVEL DISTANCE = 104'

FEC

FEC

FEC

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

CONTRACTOR TO

MAINTAIN EGRESS WITH

THIS STAIRWELL WHILE

USING THIS STAIR FOR

TRASH ROUTE DURING

CONSTRUCTION.

4542 SF

10046

B

548 SF

B

ASSEMBLY: LESS

CONCENTRATED

STAIR 3

OFFICE

MECH

STAIR 1

S200

STORAGE

218A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

WOMEN

MEN

ELEC

OIT

HAC

CONFERENCE

COPY ROOM

STAIR 2

OVERALL DIAGONAL DISTANCE = 125'

DISTANCE BETWEEN EXITS = 83'

MAX TRAVEL DISTANCE = 78'

EXITEXIT

MAX TRAVEL DISTANCE = 145'

FEC

FEC

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

CONTRACTOR TO

MAINTAIN EGRESS WITH

THIS STAIRWELL WHILE

USING THIS STAIR FOR

TRASH ROUTE DURING

CONSTRUCTION.

STORAGE

G07

FIRE

STORAGE

G06

CORRIDOR

H003

CORRIDOR

H002

STORAGE

G02

STORAGE/COPY

ROOM

G02A

STORAGE

G02B

ELEV

E-00

ELEV EQUIP

G01

STAIR 1

S001

TRANSFORMER

G09

MECH RM

G08

STORAGE

G07A

HAC

G05B

TOILET

G05A

STORAGE

G05

OIT

G04

CORRIDOR

H001

STORAGE

G03

UNEXCAVATED UNEXCAVATED

UNEXCAVATED

UNEXCAVATED UNEXCAVATED

OVERALL DIAGONAL DISTANCE = 125'

EXIT

EXIT

D

IS

T A

N C

E B

E T

W E

E N

E X

IT

S

8 '

4710 SF

20023

S

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

OFFICE

OFFICE

OFFICE

OFFICE

CLOSET

OFFICE

OFFICE

OFFICE

MECH. RM

OFFICE

OFFICE

OIT

OFFICE

TOILET

OFFICE

OFFICE

KITCHENETTE

STAIR 1

S301

OFFICE

316A

MECH RM

317C

OIT

317BOIT

317D

CORRIODR

H303

STAIR 3

S303

STAIR 2

S302

OFFICE

310A

OFFICE

307A

OFFICE

302A

ELEV

E-03

STORAGE

301A

CORRIDOR

H302

CORRIDOR

H301

OVERALL DIAGONAL DISTANCE = 125'

DISTANCE BETWEEN EXITS = 83'

5090 SF

10050

B

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

313A

314A

311A

312A

310B 310A 309A 308A 307B 307A 306A

304A

303A

302A302B301A

S301A

316B

316A

315A

S333AS303A

301B

305A

317A

CONTRACTOR TO

MAINTAIN EGRESS WITH

THIS STAIRWELL WHILE

USING THIS STAIR FOR

TRASH ROUTE DURING

CONSTRUCTION.

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

BEYOND PROJECT BOUNDARY,

NIC

FLOOR 01

FLOOR 02

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

VESTIBULE

RENOVATION

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

FLOOR 00

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:5

P

M

02-AL-002

LIFE SAFETY PLAN

JDJAW S

LIFE SAFETY OCCUPANCY COUNT

AREA SF OCC OCC FACTOR # OF OCC

FLOOR - 00

Area 4710 SF S 200 23

4710 SF 23

FLOOR - 01

Area 4574 SF B 100 46

Area 246 SF B 15 17

Area 616 SF B 15 42

5436 SF 105

FLOOR - 02

Area 4542 SF B 100 46

Area 548 SF B 15 37

5090 SF 83

FLOOR -03

Area 5090 SF B 100 50

5090 SF 50

20326 SF 261OVERALL TOTAL:

TOTAL:

SCALE: 1/8" = 1'-0"02-AL-002

2 LIFE SAFETY PLAN - FLOOR 01

SCALE: 1/8" = 1'-0"02-AL-002

3 LIFE SAFETY PLAN - FLOOR 02 SCALE: 1/8" = 1'-0"02-AL-002

4 LIFE SAFETY PLAN - FLOOR 00

SCALE: 1/8" = 1'-0"02-AL-002

5 LIFE SAFETY PLAN - FLOOR 03

TOTAL:

TOTAL:

TOTAL:

N

N N N

SCALE: 1" = 80'-0"

KEYPLAN

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

1 1

6 6

6 6 6

9 9

13 13

1 1

3 3 10

OFFICE

OFFICE

OFFICE

TOILET

OFFICE

OFFICE

OFFICE

OFFICE

MECH

OFFICE

113OFFICE

OFFICE

OFFICE

TOILET

OFFICE

OFFICE

OFFICE

CHASE

CH-1-1

LOBBY

VESTIBULE

ELEV LOBBY

123A

OFFICE

105A

STOR

123C

CLOSET

113A

OFFICE

123E

CLOSET

116A

CLOSET

118A

STAIR 2

S102

CORRIDOR

H101

CORRIDOR

H102

ELEVATOR

E-01

CORRIDOR

H103

CORRIDOR

H104

CORRIDOR

H105

STAIR 2

S103

STAIR

S101

ELEV LOBBY

H102A

DEMOLITION GENERAL NOTES

EXISTING CONDITIONS HAVE STEEL TUBING AS SEISMIC REINFORCING AT

TOP OF MASONRY WALLS IN THIS LOCATION. WHEN EXISTING WALL IS

REMOVED, SEISMIC REINFORCING TUBE MAY BE REMOVED WITH WALL.

WHERE WALL REMAINS EXISTING SEISMIC REINFORCING TUBE WILL REMAIN

IN PLACE UNDISTRUBED.

REFER TO ARCHITECTURAL SYMBOLS ON 02-AE-001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS 02-AE-101, 02-AE-111, 02-AE-121,

ARCHITECTURAL DRAWINGS, ENGINEERING DRAWINGS, AND VENDOR

DRAWINGS INCLUDING SHOP DRAWINGS AND OR ADDITIONAL SUBMITTALS.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE.

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANOR UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING

ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

A

B

C

D

E

F

G

H

I

J

BEYOND PROJECT BOUNDARY, NIC

WALL TO BE

REMOVED

EXISTING WALL

TO REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

EXISTING

DOOR

EXISTING

DOOR -

DEMOLISHED

DOOR

ARCHITECTURAL SYMBOLS

ALL EXISTING FINISHES TO BE DEMOLISHED AND REPLACED. DEMOLISH ALL

FLOOR AND CEILING FINISHES AND WALL FINISHES INCLUDING BASE TO BE

AND REPLACED WITH NEW FINISHES UNLESS NOTED OTHERWISE.

EXISTING FIRE RATED DOOR TO REMAIN, HARDWARE TO BE REPLACED.

REMOVE AND TURN OVER EXISTING HARDWARE TO OWNER TYPICAL ALL

FLOORS.

EXISTING EXTERIOR WALL TO REMAIN PATCH AND REPAIR ALL EXISTING

SURFACES TO RECIEVE NEW CONSTRUCTION.

EXISTING KITCHEN SYSTEM TO BE DEMOLISHED INCLUDING BUT NOT LIMITED

TO WALL AND FLOOR CABINETS, APPLIANCES, AND EQUIPMENT.

ALL EXISTING RESTROOM ACCESSORIES TO BE DEMOLISHED INCLUDING BUT

NOT LIMITED TO ACCESSORIES, CABINETS, COUNTERTOPS, PLUMBING

FIXTURES, AND TOILET PARTITIONS.

EXISTING COLUMN TO REMAIN, ALL EXISTING FINISHES TO BE DEMOLISHED

BACK TO EXISTING COLUMN.

EXISTING STAIR TO REMAIN. EXISTING HANDRAIL/GUARDRAIL TO BE

DEMOLISHED WHERE SHOWN.

EXISTING WATER FOUNTAIN TO BE DEMOLISHED.

EXISTING FLOOR MOUNTED VERTICAL CABINET FAN COIL UNIT TO REMAIN.

REMOVE EXISTING WOOD PANELING. (TYPICAL THROUGHOUT PROJECT)

REMOVE EXISTING WALL PROTECTION.

REMOVE EXISTING DOOR AND REPLACE

REMOVE EXISTING CORNERGUARD.

REMOVE EXISTING VINYL, WOOD PLANK FLOORING.

REMOVE EXISTING BULKHEAD AND ACT CEILING.

DEMOLITION PLAN NOTES #

MASONRY WALL

TO BE REMOVED

FLOOR 01

FLOOR 02

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

VESTIBULE

RENOVATION

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

FLOOR 00

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:1

P

M

02-AD-111

DEMOLITION PLAN - FLOOR 01

JDJAW S

SCALE: 1/4" = 1'-0"02-AD-111

1 DEMOLITION FLOOR PLAN - FLOOR 01

KEYPLANN

A

B

C

D

10 9 8 7 6.5 4.5 4 3 2 1

AA

4 4

1 1

3 3

33 33

3 3 10

174 SF

OFFICE

171 SF

OFFICE

184 SF

OFFICE

176 SF

OFFICE

163 SF

OFFICE

206 SF

TOILET

142 SF

TOILET

95 SF

KITCHEN

20977 SF

HAC

105 SF

OFFICE

212A

658 SF

CONFERENCE ROOM

152 SF

OFFICE

212E

160 SF

OFFICE

212C

155 SF

OFFICE

212D

110 SF

MECH

212F

618 SF

CORRIDOR

H202

49 SF

ELEV

E-02

47 SF

STOR

201A

231 SF

STAIR 1

S201

106 SF

STAIR 2

S202

106 SF

STAIR 3

S203

23 SF

CLOSET

212B

274 SF

CONFERENCE ROOM

237 SF

CORRIDOR

76 SF

CORRIDOR

DEMOLITION GENERAL NOTES

EXISTING CONDITIONS HAVE STEEL TUBING AS SEISMIC REINFORCING AT

TOP OF MASONRY WALLS IN THIS LOCATION. WHEN EXISTING WALL IS

REMOVED, SEISMIC REINFORCING TUBE MAY BE REMOVED WITH WALL.

WHERE WALL REMAINS EXISTING SEISMIC REINFORCING TUBE WILL REMAIN

IN PLACE UNDISTRUBED.

REFER TO ARCHITECTURAL SYMBOLS ON 02-AE-001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS 02-AE-101, 02-AE-111, 02-AE-121,

ARCHITECTURAL DRAWINGS, ENGINEERING DRAWINGS, AND VENDOR

DRAWINGS INCLUDING SHOP DRAWINGS AND OR ADDITIONAL SUBMITTALS.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE.

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANOR UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING

ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

A

B

C

D

E

F

G

H

I

J

BEYOND PROJECT BOUNDARY, NIC

WALL TO BE

REMOVED

EXISTING WALL

TO REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

EXISTING

DOOR

EXISTING

DOOR -

DEMOLISHED

DOOR

ARCHITECTURAL SYMBOLS

ALL EXISTING FINISHES TO BE DEMOLISHED AND REPLACED. DEMOLISH ALL

FLOOR AND CEILING FINISHES AND WALL FINISHES INCLUDING BASE TO BE

AND REPLACED WITH NEW FINISHES UNLESS NOTED OTHERWISE.

EXISTING FIRE RATED DOOR TO REMAIN, HARDWARE TO BE REPLACED.

REMOVE AND TURN OVER EXISTING HARDWARE TO OWNER TYPICAL ALL

FLOORS.

EXISTING EXTERIOR WALL TO REMAIN PATCH AND REPAIR ALL EXISTING

SURFACES TO RECIEVE NEW CONSTRUCTION.

EXISTING KITCHEN SYSTEM TO BE DEMOLISHED INCLUDING BUT NOT LIMITED

TO WALL AND FLOOR CABINETS, APPLIANCES, AND EQUIPMENT.

ALL EXISTING RESTROOM ACCESSORIES TO BE DEMOLISHED INCLUDING BUT

NOT LIMITED TO ACCESSORIES, CABINETS, COUNTERTOPS, PLUMBING

FIXTURES, AND TOILET PARTITIONS.

EXISTING COLUMN TO REMAIN, ALL EXISTING FINISHES TO BE DEMOLISHED

BACK TO EXISTING COLUMN.

EXISTING STAIR TO REMAIN. EXISTING HANDRAIL/GUARDRAIL TO BE

DEMOLISHED WHERE SHOWN.

EXISTING WATER FOUNTAIN TO BE DEMOLISHED.

EXISTING FLOOR MOUNTED VERTICAL CABINET FAN COIL UNIT TO REMAIN.

REMOVE EXISTING WOOD PANELING. (TYPICAL THROUGHOUT PROJECT)

REMOVE EXISTING WALL PROTECTION.

REMOVE EXISTING DOOR AND REPLACE

REMOVE EXISTING CORNERGUARD.

REMOVE EXISTING VINYL, WOOD PLANK FLOORING.

REMOVE EXISTING BULKHEAD AND ACT CEILING.

DEMOLITION PLAN NOTES #

MASONRY WALL

TO BE REMOVED

FLOOR 01

FLOOR 02

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

VESTIBULE

RENOVATION

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

FLOOR 00

SHADE INDICATES EXISTING

AREA BEYOND PRIMARY

SCOPE OF WORK.

SCALE: 1/4" = 1'-0"02-AD-121

1 DEMOLITION FLOOR PLAN - FLOOR 02

10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 www.cmta.com 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 # of

657-19-127JBFCA - RENOVATE SPACE FOR

DOMICILIARY PROVIDERS, BUILDING 2

5/1/2020

VA Health Care System Approval:

BID DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

A/E: PROJECT LEAD

Architect, Structural Engineer

Consultant:

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

502.326.3085

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

/1

/2

:1

:1

P

M

02-AD-121

DEMOLITION PLAN - FLOOR 02

JDJAW S

N

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET

LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

NORTH ARROW

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR…