Combined Drawings Updated.pdf

PROJECT

SITE

H ig hw ay

Koch Rd

Koch Rd Sout h E nt ra nc e

Jefferson Dr

E C ir c le

D r

M ill er S t

G ra v e s S t

Dugan St

J B

N a t'l

C e m

J B

N a t' l

C e m

JB

N at 'l

C em

Mississippi River

N o rth

E n tran ce

PROJECT SITE

N O

R T H

TRUE

NORTH

PLAN

BUILDING

BUILDING

PROJECT

LOCATION

BUILDING

LOADING

DOCK

VA APPROVAL

APPROVED: DIRECTOR, VAPHCS

APPROVED: ASSOCIATE DIRECTOR, VAPHCS

APPROVED: VP, FMS

APPROVED: VISN, FIRE SAFETY PROFESSIONAL

ENGINEER

APPROVED: PROGRAM MANAGER, ENGINEERING

APPROVED: SUPERVISOR, PROJECTS

APPROVED: CONTRACTING OFFICER REPRESENTATIVE

(COR)

APPROVED:

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

Engineers Architects

VA FORM 08-6231

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

CHIEF ENGINEER -

PRESIDENT -

DECLARATION WRITER -

CONSTITUTION WRITER -

VA CREATOR -Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

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COVER

1 5DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

REHAB FACILITY BOWLING

ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER,

ST. LOUIS, MO 63125

VA PROJECT NUMBER: 657-19-200JB

TJS

657-19-200JB

-GI-001

100% CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs VA St. Louis Health Care System

LOCATION MAP LEGEND PROJECT IMAGE

DRAWING INDEX

SHEET NO. SHEET DESCRIPTION DWG OF DWG

GENERAL

54 -GI-001 COVER 1 5

54 -GI-002 GENERAL INFORMATION 2 5

54 -GI-101 INFECTION CONTROL GENERAL NOTES 3 5

54 -GI-102 BASEMENT INFECTION CONTROL PLAN 4 5

54 -LS-101 BASEMENT LIFE SAFTEY PLAN 5 5

STRUCTURAL

54 -SG-101 PLANS AND DETAILS 1 1

ARCHITECTURAL

54 -AD-101 BASEMENT FLOOR DEMOLITION PLAN 1 6

54 -AD-110 BASEMENT FLOOR REFLECTED CEILING DEMOLITION PLAN 2 6

54 -AE-101 BASEMENT FLOOR PLAN 3 6

54 -AC-101 BASEMENT REFLECTED CEILING PLAN 4 6

54 -AE-401 INTERIOR ELEVATIONS 5 6

54 -AE-601 DOOR SCHEDULE, ELEVATIONS AND DETAILS 6 6

INTERIORS

54 -I-401 MANUFACTURER EQIUPMENT INFORMATION 1 3

54 -I-402 MANUFACTURER EQIUPMENT INFORMATION 2 3

54 -I-601 EQUIPMENT SCHEDULE 3 3

FIRE PROTECTION

54 FP001 FIRE PROTECTION GENERAL INFORMATION 1 5

54 FD101 BASEMENT BASE BID FIRE PROTECTION DEMOLITION PLAN 2 5

54 FD102 BASEMENT ALT 1 FIRE PROTECTION DEMOLITION PLAN 3 5

54 FP101 BASEMENT BASE BID FIRE PROTECTION PLAN 4 5

54 FP102 BASEMENT ALT 1 FIRE PROTECTION PLAN 5 5

PLUMBING

54 P-001 PLUMBING GENERAL INFORMATION 1 4

54 PD101 BASEMENT BASE BID PLUMBING DEMOLITION PLAN 2 4

54 PP101 BASEMENT BASE BID PLUMBING PLAN 3 4

54 PP102 BASEMENT ALT 1 PLUMBING PLAN 4 4

MECHANICAL

54 M-001 MECHANICAL GENERAL INFORMATION 1 5

54 MH101 BASEMENT BASE BID MECHANICAL PLAN 2 5

54 MH102 BASEMENT ALT 1 MECHANICAL PLAN 3 5

54 MP101 BASEMENT MECHANICAL PIPING PLAN 4 5

54 M-501 MECHANICAL SCHEDULES AND DETAILS 5 5

ELECTRICAL

54 E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 9

54 ED101 BASEMENT ELECTRICAL DEMOLITION PLANS 2 9

54 EL101 BASEMENT LIGHTING PLAN 3 9

54 EP101 BASEMENT POWER PLAN 4 9

54 E-401 ELECTRICAL ENLARGEMENTS 5 9

54 E-501 ELECTRICAL DETAILS A 6 9

54 E-502 ELECTRICAL DETAILS B 7 9

54 E-601 PANEL SCHEDULES 8 9

54 E-602 SINGLE LINE DIAGRAM 9 9

TECHNOLOGY

54 T-001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 2

54 T-101 BASEMENT SYSTEMS PLAN 2 2

FIRE ALARM

54 FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 2

54 FA101 BASEMENT FIRE ALARM PLAN 2 2

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

VA SIGNATURE BLOCK

CONTACT INFORMATION

PROJECT LOCATOR

DocuSign Envelope ID: 86A84093-267A-432F-8EB2-E219E83FB9E5

6/25/2020

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

# ALTERNATE TAG

DEDUCT ALTERNATE #1 - INSTALL NEW

CEILING AT 9’4” ABOVE BOWLING ALLEY

FINISHED FLOOR. EXISTING FIRE

PROTECTION MAINS AND BRANCHES TO

REMAIN. PROVIDE NEW SEMI-RECESSED,

QUICK-RESPONSE SPRINKLER HEADS IN

THE NEW CEILING. EXISTING SANITARY

WASTE PIPING TO REMAIN.

DEDUCT ALTERNATE #2 - DELETE THE

LAY-IN CEILING IN ITS ENTIRETY. EXISTING

FIRE PROTECTION MAINS, BRANCHES

AND UPRIGHT SPRINKLER HEADS TO

REMAIN. EXISTING SANITARY WASTE

PIPING TO REMAIN. SUSPEND THE LIGHT

FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS.

EXTEND PERIMETER METAL FURRING

AND GYPSUM BOARD UP TO THE BOTTOM

OF THE DECK ABOVE. EXPOSED CEILING

AND SYSTEMS TO BE FOG PAINTED VA

STANDARD CEILNG WHITE.

DEDUCT ALTERNATE #3 - DELETE THE LAY-

IN CEILING IN ITS ENTIRETY. EXISTING FIRE

PROTECTION MAINS, BRANCHES AND

UPRIGHT SPRINKLER HEADS TO REMAIN.

EXISTING SANITARY WASTE PIPING TO

REMAIN. SUSPEND THE LIGHT FIXTURES

FROM THE CONCRETE DECK ABOVE AS

SHOWN ON THE DRAWINGS. DELETE 3 5/8

METAL STUD AND 5/8" GYPSUM BOARD

WALL FURRING ALONG EXISTING MASONRY

WALLS WITH IN BOWLING ALLEY SPACE

ROOM #BA102. WALL SEPARATING

MAINTENANCE (BA102B) BOWLING ALLEY

(BA102) TO REMAIN. USE ALL SURFACE

MOUNTED CONDUIT ADN RACEWAYS.

EXPOSED CEILING AND SYSTEMS TO BE

FOG PAINTED VA STANDARD CEILNG

WHITE.

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

W H

E R

E H

.C

A C

C E

S S

R E

Q 'D

OF DOOR WIDTH WHEN

ON WALL BEYOND

DOOR

COAT RACK / COAT HOOK

T

Y P

M A

X

WALL MOUNTED TACKBOARD

AND MARKERBOARD

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

MISC. WALL DEVICES

T O

B O

T T

O M

O F

R

F

L E

C T

IV

S

U R

F A

C E

O F

M

IR

R

O R

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

CLOCK & NURSE CALL DEVICES

WALL PROTECTION

AT COORIDOR ONLY

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

GENERAL NOTES

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. ANY WORK PERFORMED OUTSIDE THE INDICATED PRIMARY SCOPE OF THE PROJECT IS TO BE DONE AFTER HOURS. THIS INCLUDES ELECTRICAL, PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE PROTECTION TIE

INS, SHUT DOWNS, AND WORK REQUIRING LOCK OUT TAG OUT PROTOCOLS.

9. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

10. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

11. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR

SHALL FURNISH ALL NECESSARY PERMITS.

12. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS

INDICATED IN THE SPECIFICATIONS.

13. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, VA GUIDELINES, ETC.

BOWLING EQUIPMENT NOTE:

1. ALL BOWLING EQUIPMENT TO BE PROVIDED BY BRUNSWICK AND INSTALLED BY BOWLRITE.

2. GC TO COORDINATE ALL CONSTRUCTION FOR THE INSTALLATION REQUIREMENTS OF ALL BOWLING

EQUIPMENT.

3. SEE SPECULATION SECTION 11 90 00 - BOWLING EQUIPMENT.

4. SEE "BRUNSWICK COMPREHENSIVE PLANNING GUIDE" FOR ANY NECESSARY REQUIREMENTS AND

COORDINATE WITH BOWLRITE PRIOR TO INSTALLATION OF ALL BOWLING EQUIPMENT.

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION NOTES

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT

GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL

CENTER GROUNDS.

4. PATCHED WALL OPENINGS SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

6. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES

GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION

REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

8. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND

THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE

PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE

DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE

SCOPE OF THE PROJECT.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND

DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF

SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE.

DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT

INDICATED OR THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE

CONTRACTING OFFICER.

10. ANY WORK PERFORMED OUTSIDE THE INDICATED PRIMARY SCOPE OF THE

PROJECT IS TO BE DONE AFTER HOURS. THIS INCLUDES ELECTRICAL,

PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE PROTECTION TIE INS,

SHUT DOWNS, AND WORK REQUIRING LOCK OUT TAG OUT PROTOCOLS.

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

Engineers Architects

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

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GENERAL INFORMATION

2 5TJS/DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-GI-002

100% CONSTRUCTION DOCUMENTS

GENERAL SYMBOL LEGEND

BID ALTERNATES

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

ARCHITECTURAL SYMBOL LEGEND

ABBREVIATIONS

tsmith Stamp

A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING RUNNER

TOP SEALING RUNNER

SUPPORT POLES, QUANTITY

PER MANUF.

RECOMMENDATIONS

REQU.

AS

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

C E

IL

IN

G

V .I .F

E X

IS

T

IN

G

D O

O R

/W

IN

D O

W O

P E

N

IN

G

ROUTE EXHAUST THROUGH EXISTING

DOOR OR WINDOW OPENING TO VENT

TO OUTSIDE. PROVIDE MINIMUM 7'-0"

HEAD CLEARANCE IN PATHS OF TRAVEL

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

PLASTIC SHEET ISOLATION

BARRIER

GC CONSTRUCTION MATERIALS

ACCESS

ZIPPER ACCESS

WALK OFF MAT

INFECTION CONTROL LEGEND

TEMPORARY CONSTRUCTION ACCESS NOTE:

THE INDICATED GLAZING PANEL ON THE INFECTION

CONTROL BARRIER PLAN MAY BE REMOVED TO ALLOW

FOR THE INSTALLATION OF BULK MATERIALS SUCH AS

CRUSHER RUN, GRAVEL AND CONCRETE. PROTECT THE

GLAZING PANEL FOR REINSTALLATION AND LIKE NEW

APPEARANCE. WATERTIGHT INTEGRITY OF THE

BUILDING MUST BE MAINTAINED AT ALL TIMES. A

TEMPORARY PANEL MUST BE INSTALLED WHEN

MATERIALS ARE NOT BEING BROUGHT INTO THE

BUILDING AND AT THE END OF ALL WORK DAYS/SHIFTS.

THE TEMPORARY PANEL MUST BE SECURED AND

PROVIDE EQUAL SAFTEY/SECURITY MEASURES AS THE

GLAZING PANEL. ONCE BULK MATERIALS HAVE BEEN

COMPLETELY INSTALLED, THE EXISITING GLAZING

PANEL MUST BE REINSTALLED, AND THE REMAINING

MATERIALS BROUGHT IN THROUGH THE LOADING DOCK.

ALL MATERIALS BROUGHT INTO THE FACILITY ARE TO

COMPLY WITH INFECTION CONTROL REQUIREMENTS

FOR DUST AND CONTAMINANTS.

GENERAL

1. SEE SHEET GI102 FOR PRE-CONSTRUCTION

RISK ASSESSMENT FORMS AND INFECTION

CONTROL PRECAUTIONS.

2. SEE SHEET GI101 AND GI102 FOR ICRA

BARRIER TYPES AND LOCATIONS.

3. ALL APPLICABLE PERMITS AND COR

APPROVALS SHALL BE COMPLETED PRIOR TO

BEGINNING ANY WORK FOR EACH PHASE.

PERMITS INCLUDE: ICRA, ILSM, ABOVE

CEILING FIRE/SMOKE WALL, UTILITY, FIRE

ALARM SYSTEM, MEDICAL GASES, AND

CONFINED SPACES.

4. WORK REQUIRED BY INFECTION CONTROL

SHALL BE PERFORMED FOR EACH PORTION

OF THE PROJECT.

5. COORDINATE LOCATION OF INFECTION

CONTROL BARRIERS WITH LOCATION OF

PERMANENT BARRIERS. INFECTION

CONTROL BARRIERS TO BE MAINTAINED

THROUGHOUT CONSTRUCTION.

6. VERIFY FINAL INFECTION CONTROL BARRIER

LAYOUT PRIOR TO INSTALLATION. MAINTAIN

EGRESS PASSAGE ROUTES AT ALL TIMES

DURING CONSTRUCTION.

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

UP

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

REHAB FACILITY BOWLING ALLEY PROJECT

• THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER

CADDY

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

Engineers Architects

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

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INFECTION CONTROL GENERAL NOTES

3 5TJS

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-GI-101

100% CONSTRUCTION DOCUMENTS

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPES

Scale: 1/2" = 1'-0"

MOBILE CONTAINMENT CART

Scale: 1/2" = 1'-0"

CROSS SECTION CLASS "A"

Scale: 1/2" = 1'-0"

ROOM ELEVATION

Scale: 1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 6" = 1'-0"

ILSM SIGNAGE

ILSM INSPECTION REPORT SAMPLE

CR

UP

UP

F E

C

F E

C

FE

S SS

3 4 5

G

E

D

C

B

A

F

8 9

B.3

B.6

E.2

E.8

4.1

BOWLING

ALLEY

BA102

SHOES / EQUIP

BA102A

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A

SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

MAINTANCE

BA102B

LOADING

DOCK

ACCESS

2 HOUR FIRE SEPARATION

1 HOUR FIRE SEPARATION

SMOKE RATED

WALL RATING LEGEND

PLASTIC SHEET ISOLATION

BARRIER

GC CONSTRUCTION MATERIALS

ACCESS

ZIPPER ACCESS

WALK OFF MAT

INFECTION CONTROL LEGEND

TEMPORARY CONSTRUCTION ACCESS NOTE:

THE INDICATED GLAZING PANEL ON THE INFECTION

CONTROL BARRIER PLAN MAY BE REMOVED TO ALLOW

FOR THE INSTALLATION OF BULK MATERIALS SUCH AS

CRUSHER RUN, GRAVEL AND CONCRETE. PROTECT THE

GLAZING PANEL FOR REINSTALLATION AND LIKE NEW

APPEARANCE. WATERTIGHT INTEGRITY OF THE

BUILDING MUST BE MAINTAINED AT ALL TIMES. A

TEMPORARY PANEL MUST BE INSTALLED WHEN

MATERIALS ARE NOT BEING BROUGHT INTO THE

BUILDING AND AT THE END OF ALL WORK DAYS/SHIFTS.

THE TEMPORARY PANEL MUST BE SECURED AND

PROVIDE EQUAL SAFTEY/SECURITY MEASURES AS THE

GLAZING PANEL. ONCE BULK MATERIALS HAVE BEEN

COMPLETELY INSTALLED, THE EXISITING GLAZING

PANEL MUST BE REINSTALLED, AND THE REMAINING

MATERIALS BROUGHT IN THROUGH THE LOADING DOCK.

ALL MATERIALS BROUGHT INTO THE FACILITY ARE TO

COMPLY WITH INFECTION CONTROL REQUIREMENTS

FOR DUST AND CONTAMINANTS.

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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

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BASEMENT INFECTION CONTROL PLAN

4 5TJS

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-GI-102

100% CONSTRUCTION DOCUMENTS

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

Scale: 3/32" = 1'-0"

BASEMENT INFECTION CONTROL PLAN

1 WALK OFF MAT

2 ICARA BARRIER TYPE "A" - PLASTIC SHEET

ISOLATION BARRIER

3 ZIPPER ACCESS

4 REMOVE AND PROTECT GLAZING PANEL

FOR TEMPORARY CONSTRUCTION

MATERIAL ACCESS

5 HEPA NEGATIVE AIR UNIT, ROUTE EXHAUST

OUTSIDE OF BUILDING IN LOCATION

DIRECTED BY COR

0 84 16

NORTH

PLAN

CR

CR

UP

UP

F E

C

F E

C F

E C

FE

EGRESS PATH

TEMPORARY EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE

REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF

EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

XXX

XXX

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

3 4 5

G

E

D

C

B

A

F

8 97

B.3

B.6

E.2

E.8

4.1

SHOES / EQUIP

BA102A

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

OFFFICE

SHARED PSAS

BB103

OFFICE,

PROGRAM

MANAGER

BB105

OFFICE,

AMPUTEE

COORD.

BB107

OFFICE,

PROGRAM

MANAGER

BB105

OFFICE, PSA

BB111

OFFICE, MOVE

COORD.

BB112

OFFICE,

SWING/COUNSELING

BB113

ELECTRICAL

ENTRANCE

BB114

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CLASSROOM

BB104

STORAGE

BB106

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-10

TECH

ENTRANCE

BB115

CORRIDOR

CB-4

CORRIDOR

CB-5

CORRIDOR

CB-3

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

BOWLING

ALLEY

BA102

MAINTANCE

BA102B

CAPACITYCLR

EXIT

38" 190

CAPACITYCLR

EXIT

68" 340

A

FEB

FEC

FEC

A

B

B

C

EGRESS WIDTH

(per IBC 1005.1)

COMMON PATH OF TRAVEL

(per IBC Chapter 10)

EXIT ACCESS TRAVEL

(per IBC TABLE 1016.1)

DEAD-END CORRIDOR

(per IBC 1018.4)

EXIT DOORS = 38"/(0.20) = 190 PPL

EXIT DOORS = 68"/(0.20) = 340 PPL

42'-6" MAXIMUM

66'-0" MAXIMUM DISTANCE

N/A

OCCUPANT LOAD

(per IBC TABLE 1004.1)

BOWLING ALLEY - 1,005 NSF =

SEE 1004.5 = 164 PPL - SEE

NOTE 1

MAINTENANCE ROOM - 470 SF =

300 GSF/PERSON = 2 PPL

SHOES & EQUIP. - 399 SF = 300

GSF/PERSON = 2 PPL

TOTAL OCCUPANCY = 168 PPL

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

15,622 SF TOTAL - 3,942 SF

BOWLING ALLEY

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

14,204 SF TOTAL - 3,533 SF

BOWLING ALLEY

NOTE 1

BOWLING ALLEY CALCULATED

PER TABLE 1004.5 PLUS 5

ADDITIONAL PEOPLE PER LANE

REQUIRED # OF EXITS

(per IBC 1015.1)

2 EXITS REQUIRED

REQUIRED DISTANCE

BETWEEN EXITS

43'-6" MINIMUM, 88'-4" PROVIDED

FLOOR

AGGREGATE FLOOR AREAS (per TABLE 503):

EXISTING NEW TOTAL

AREA TOTAL = 3,533 SF

AREA ALLOWED = N/A - RENOVATION

BASEMENT

TOTAL

N/A 14,204 SF

EGRESS INFORMATION

BUILDING HEIGHT = N/A - RENOVATION

ALLOWABLE HEIGHT = N/A - RENOVATION

AREA AND HEIGHT REQUIREMENTS:

14,204 SF

BOWLING

ALLEY

N/A 3,533 SF2,405 SF

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

Engineers Architects

VA FORM 08-6231

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

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P

M

BASEMENT LIFE SAFTEY PLAN

5 5TJS/DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-LS-101

100% CONSTRUCTION DOCUMENTS

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Bowling Alley - Assembly Occupancy

II-A

ASSEMBLY

N/A

2018 International Building Code 2013 Energy Code 2015 Mechanical Code 2018 Fire Code 2015 Electrical Code

2015 Plumbing Code 2010 ADA Code

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA

MEDICAL CENTER, ST. LOUIS, MO

63125

U.S. Department of Veterans Affairs VA St. Louis Health Care System - Jefferson Barracks Division Major Projects Service

CODE INFORMATIONLIFE SAFETY LEGEND

EGRESS PATH "A"

PATH ID LENGTH

A 14' - 11 27/32"

A (COMMON) 42' - 5 27/32"

TOTAL PATH LENGTH 57' - 5 11/16"

EGRESS PATH "B"

PATH ID LENGTH

B 25' - 0 17/32"

B (COMMON) 20' - 2 3/8"

TOTAL PATH LENGTH 45' - 2 7/8"

Scale: 1/8" = 1'-0"

BASEMENT LIFE SAFETY PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

0 4 8 16

NORTH

PLAN

TEMPORARY EGRESS PATH "C"

PATH ID LENGTH

C 66' - 0"

TOTAL PATH LENGTH 66' - 0"

PATH C IS A TEMPORARY EGRESS

PATH USED DURING CONSTRUCTION

UP

UP

F E

C

FE

3 4 5

G

E

D

C

B

A

F

B.3

B.6

E.2

E.8

4.1

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A

SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

UNOCCUPIED

BA102A

SHELL

SPACE

BA102

REMOVE WALL OR PORTION

OF WALL

REMOVE DOOR UNLESS

NOTED OTHERWISE

GENERAL DEMOLITION NOTE:

ANY WORK PERFORMED OUTSIDE THE INDICATED

PRIMARY SCOPE OF THE PROJECT IS TO BE DONE

AFTER HOURS. THIS INCLUDES ELECTRICAL,

PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE

PROTECTION TIE INS, SHUT DOWNS, AND WORK

REQUIRING LOCK OUT TAG OUT PROTOCOLS.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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

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P

M

BASEMENT FLOOR DEMOLITION PLAN

1 6DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-AD-101

100% CONSTRUCTION DOCUMENTS

1 REMOVE EXISTING DOOR, FRAME, AND

HARDWARE.

2 REMOVE EXISTING STAIRS AND LANDING.

3 REMOVE EXISTING STAIRS FOR REUSE IN

MAINT BA102B.

4 REMOVE EXISTING SECTION OF WALL FOR

DOOR CLEARANCE.

5 RELOCATED FEC FOR REUSE.

6 REMOVE EXISTING DOOR. REPLACE WITH

NEW "DUTCH" DOOR.

7 REMOVE EXISTING LANDING.

8 SALVAGE DOOR AND FRAME FOR REUSE.

9 PREP FLOOR AND PORTION OF WALLS TO

RECEIVE NEW WATERPROOF MEMBRANE.

SEE PLUMBING SHEETS FOR ANY DRAIN

CONDITIONS.

Scale: 1/8" = 1'-0"

BASEMENT FLOOR DEMOLITION PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

0 4 8 16

NORTH

PLAN

DEMOLITION LEGEND

3 4 5

G

E

D

C

B

A

F

B.3

B.6

E.2

E.8

4.1

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

SHELL

SPACE

BA102

UNOCCUPIED

BA102A

DEDUCT ALTERNATE #1 - INSTALL NEW

CEILING AT 9’4” ABOVE BOWLING ALLEY

FINISHED FLOOR. EXISTING FIRE

PROTECTION MAINS AND BRANCHES TO

REMAIN. PROVIDE NEW SEMI-RECESSED,

QUICK-RESPONSE SPRINKLER HEADS IN

THE NEW CEILING. EXISTING SANITARY

WASTE PIPING TO REMAIN.

DEDUCT ALTERNATE #2 - DELETE THE

LAY-IN CEILING IN ITS ENTIRETY. EXISTING

FIRE PROTECTION MAINS, BRANCHES

AND UPRIGHT SPRINKLER HEADS TO

REMAIN. EXISTING SANITARY WASTE

PIPING TO REMAIN. SUSPEND THE LIGHT

FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS.

EXTEND PERIMETER METAL FURRING

AND GYPSUM BOARD UP TO THE BOTTOM

OF THE DECK ABOVE. EXPOSED CEILING

AND SYSTEMS TO BE FOG PAINTED VA

STANDARD CEILNG WHITE.

DEDUCT ALTERNATE #3 - DELETE THE LAY-IN

CEILING IN ITS ENTIRETY. EXISTING FIRE

PROTECTION MAINS, BRANCHES AND UPRIGHT

SPRINKLER HEADS TO REMAIN. EXISTING

SANITARY WASTE PIPING TO REMAIN. SUSPEND

THE LIGHT FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS. DELETE 3

5/8 METAL STUD AND 5/8" GYPSUM BOARD WALL

FURRING ALONG EXISTING MASONRY WALLS

WITH IN BOWLING ALLEY SPACE ROOM #BA102.

WALL SEPARATING MAINTENANCE (BA102B)

BOWLING ALLEY (BA102) TO REMAIN. USE ALL

SURFACE MOUNTED CONDUIT ADN RACEWAYS.

EXPOSED CEILING AND SYSTEMS TO BE FOG

PAINTED VA STANDARD CEILNG WHITE.

GENERAL DEMOLITION NOTE:

ANY WORK PERFORMED OUTSIDE THE INDICATED

PRIMARY SCOPE OF THE PROJECT IS TO BE DONE

AFTER HOURS. THIS INCLUDES ELECTRICAL,

PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE

PROTECTION TIE INS, SHUT DOWNS, AND WORK

REQUIRING LOCK OUT TAG OUT PROTOCOLS.

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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

/2

/2

:3

:1

P

M

BASEMENT FLOOR REFLECTED

CEILING DEMOLITION PLAN

2 6DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-AD-110

100% CONSTRUCTION DOCUMENTS

1 EXISTING LIGHTS TO BE REMOVED FROM

SPACE TURN OVER TO VA.

2 EXISTING SPRINKLER AND PLUMBING LINES

TO BE ADJUSTED TO ACCOMODTE NEW

10'-0" CEILING HEIGHT AS REQUIRED.

COORDINATE WITH DIGITAL SCORING

MONITORS, CEILING PLAN, HVAC, AND

ELECTRICAL.

Scale: 1/8" = 1'-0"

BASEMENT FLOOR DEMOLITION CEILING PLAN

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

0 4 8 16

NORTH

PLAN

BID ALTERNATES

UP

UP

F E

C

FE

CR

CR

UP

UP

F E

C

FE

3 4 5

G

E

D

C

B

A

F

B.3

B.6

E.2

E.8

4.1

-AE-401

1'-0" 22'-5 1/2" 5'-5"

BOWLING

ALLEY

BA102

SHOES / EQUIP

BA102A

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

5'-8 5/8"

28'-10 1/2"

/8

MAINTANCE

BA102B

1 1 1

BA102D

BA102A

-AE-401

FEC

B A

B

BA102C

/2

/8

5'-4 3/8"

/4

E Q

E Q

/4

/2

Ma3

Ma3

Ma3

Maa3

Maa3

Ma3

Ma3

/8

-AE-601

3 4 5

G

E

D

C

B

A

F

B.3

B.6

E.2

E.8

4.1

BOWLING

ALLEY

BA102

SHOES / EQUIP

BA102A

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

MAINTANCE

BA102B

V E

R

IF

Y

/2

/8

23'-9 1/8"

VERIFY

5'-8 5/8" +/-

/8

-1' - 5" AFF

0" AFF

-1' - 5" AFF

-1' - 5" AFF

-1' - 5"

0"

-AE-401

-AE-401

DEDUCT ALTERNATE #1 - INSTALL NEW

CEILING AT 9’4” ABOVE BOWLING ALLEY

FINISHED FLOOR. EXISTING FIRE

PROTECTION MAINS AND BRANCHES TO

REMAIN. PROVIDE NEW SEMI-RECESSED,

QUICK-RESPONSE SPRINKLER HEADS IN

THE NEW CEILING. EXISTING SANITARY

WASTE PIPING TO REMAIN.

DEDUCT ALTERNATE #2 - DELETE THE

LAY-IN CEILING IN ITS ENTIRETY. EXISTING

FIRE PROTECTION MAINS, BRANCHES

AND UPRIGHT SPRINKLER HEADS TO

REMAIN. EXISTING SANITARY WASTE

PIPING TO REMAIN. SUSPEND THE LIGHT

FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS.

EXTEND PERIMETER METAL FURRING

AND GYPSUM BOARD UP TO THE BOTTOM

OF THE DECK ABOVE. EXPOSED CEILING

AND SYSTEMS TO BE FOG PAINTED VA

STANDARD CEILNG WHITE.

DEDUCT ALTERNATE #3 - DELETE THE LAY-IN

CEILING IN ITS ENTIRETY. EXISTING FIRE

PROTECTION MAINS, BRANCHES AND UPRIGHT

SPRINKLER HEADS TO REMAIN. EXISTING

SANITARY WASTE PIPING TO REMAIN. SUSPEND

THE LIGHT FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS. DELETE 3

5/8 METAL STUD AND 5/8" GYPSUM BOARD WALL

FURRING ALONG EXISTING MASONRY WALLS

WITH IN BOWLING ALLEY SPACE ROOM #BA102.

WALL SEPARATING MAINTENANCE (BA102B)

BOWLING ALLEY (BA102) TO REMAIN. USE ALL

SURFACE MOUNTED CONDUIT ADN RACEWAYS.

EXPOSED CEILING AND SYSTEMS TO BE FOG

PAINTED VA STANDARD CEILNG WHITE.

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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

/2

/2

:3

:1

P

M

BASEMENT FLOOR PLAN

3 6TJS/ DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-AE-101

100% CONSTRUCTION DOCUMENTS

0 4 8 16

NORTH

PLAN

Scale: 1/8" = 1'-0"

BASEMENT FLOOR PLAN

1 BOWLING LANES, RETURNS, MONITORS BY GC

TO INSTALL OWNER SUPPLIED, GC TO

COORDINATE REQUIREMENTS

2 RELOCATED FEC

3 RELOCATED METAL STAIRS AND LANDING. GC

TO CUT AND REWELD CONNECTIONS AND

SUPPORTS TO FIT CONDITIONS

4 FURNITURE BY OWNER, N.I.C.

5 SOLID CONCRETE SLAB OVER EXISTING SLAB,

TOP OF SLAB @ -1'-5" AFF

6 4" CONCRETE SLAB OVER GRAVEL BASE BUILT

UP OVER EXISTING SLAB, TOP OF SLAB @ -1'-5"

AFF

7 4" CONCRETE SLAB OVER GRAVEL BASE BUILT

UP OVER EXISTING SLAB, TOP OF SLAB @ 0'-0"

AFF

8 8" THICK CONCRETE RETAINING WALL, SEE

STRUCTURAL

9 APPLY SHEET WATERPROOFING TO EXISTING

SLAB AND WALLS PRIOR TO NEW FLOOR

CONSTRUCTION. PROTECT MEMBRANE

THROUGHOUT CONSTRUCTION. CONTINUE UP

WALL TO 1" BELOW FINISH FLOOR

10 PAINT AND INSTALL WALL BASE TO MATCH

EXISTING

11 PATCH EXISTING PORCELAIN TILE FLOORING

AND BASE WITH PT-A-1,2,3 & PT-B-1, INSTALL

TO MATCH EXISTING PATTERN. PAINT WALL TO

MATCH EXISTING.

12 INSTALL RA-1 AT FLOORING TRANSITION

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

Scale: 1/8" = 1'-0"

BASEMENT SLAB EDGE PLAN 0 4 8 16

NORTH

PLAN

BID ALTERNATES

BOWLING EQUIPMENT, LANES, RETURNS SHOWN FOR

COORDINATION PURPOSES AS VA PROVIDED, GC

INSTALLED. SEE EQUIPMENT SCHEDULE FOR MORE

INFORMATION.

ALL FURNITURE TO BE PROVIDED BY OTHERS PER

EQUIPMENT SCHEDULE.

TOP OF EXISTING SLAB @ 1'-11 1/2" BELOW FINISH

FLOOR.

TOP OF NEW FLOOR SLAB BELOW BOWLING

EQUIPMENT TO BE @ 1'-5" BELOW FINISH FLOOR.

TOP OF NEW FLOOR SLAB FOR USER ACCESS TO BE

LEVEL WITH FINISH FLOOR OF HOSPITAL.

8" CMU RETAINING WALLS USED TO HOLD NEW GRAVEL

BASE UNDER FLOOR SLABS WHERE INDICATED.

WATERPROOF MEMBRANE TO BE INSTALLED OVER

EXISTING FLOOR SLAB AND UP EXISTING BASEMENT

WALLS TO A HEIGHT OF 1/2" BELOW FINISH FLOOR.

MEMBRANE TO BE PROTECTED THROUGHOUT

CONSTRUCTION PROCESS. DAMAGE TO BE REPAIRED

PRIOR TO NEW FLOOR INSTALLATION.

ANY WORK PERFORMED OUTSIDE THE INDICATED

PRIMARY SCOPE OF THE PROJECT IS TO BE DONE

AFTER HOURS. THIS INCLUDES ELECTRICAL,

PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE

PROTECTION TIE INS, SHUT DOWNS, AND WORK

REQUIRING LOCK OUT TAG OUT PROTOCOLS.

XA-201

4 5

G

E

D

C

B

A

F

B.3

B.6

E.2

E.8

4.1

SHOES / EQUIP

BA102A

DATA

BA100

DATA

BA101

LOUNGE

BB100

WORKSTATIONS

RT (2)

BB101A

COMBINED

BILLARDS/

GAME &

ACTIVITY

BB101A

MECHANICAL

BB116

MOVE

CLASSROOM

BB110

TLT - WOMEN

BB119

TLT - MEN

BB118

STORAGE,

GAME &

ACTIVITY

BB117

POOL

MECHANICAL

BA103A SANITIZER

ROOM

BA103B

WATER METER

BB103C

STAIR

STAIR2

ELEC

BB109

HSKPG

BB120

ELEVATOR

MACHINE

BB108

STAIR

STAIR2

ELEV

P-1

ELEV

P-1

CLOSET

BB104A

CORRIDOR

CB-6

ELEVATOR

LOBBY

CB-1

CORRIDOR

CB-6

CORRIDOR

CB-7

EWC

CB-9

VESTIBULE

BA103

BOWLING

ALLEY - 4 LANE

BA102

MAINTANCE

BA102B

1 2

10' - 0"

ACT

2x4

/2

REFLECTED CEILING PLAN

LEGEND

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

EQ. A EQ. A

E Q

B

E Q

B

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT

FIXTURE

MEASURE EACH CEILING AREA AND ESTABLISH A

CEILING LAYOUT TO BALANCE BORDER WIDTHS AT

OPPOSITE EDGES OF EACH ROOM. DO NOT USE

LESS-THAN 6" TILES.

1' - 0"

MATL

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUCIATOR

F

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM /

HORN /

STROBE LIGHT -

WALL MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT -

CEILING MOUNTED

SPRINKLER HEAD

2'x4' LAY-IN LED

EXHAUST GRILL

INDUSTRIAL STRIP

LIGHT - LED

10' - 0"

DEDUCT ALTERNATE #1 - INSTALL NEW

CEILING AT 9’4” ABOVE BOWLING ALLEY

FINISHED FLOOR. EXISTING FIRE

PROTECTION MAINS AND BRANCHES TO

REMAIN. PROVIDE NEW SEMI-RECESSED,

QUICK-RESPONSE SPRINKLER HEADS IN

THE NEW CEILING. EXISTING SANITARY

WASTE PIPING TO REMAIN.

DEDUCT ALTERNATE #2 - DELETE THE

LAY-IN CEILING IN ITS ENTIRETY. EXISTING

FIRE PROTECTION MAINS, BRANCHES

AND UPRIGHT SPRINKLER HEADS TO

REMAIN. EXISTING SANITARY WASTE

PIPING TO REMAIN. SUSPEND THE LIGHT

FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS.

EXTEND PERIMETER METAL FURRING

AND GYPSUM BOARD UP TO THE BOTTOM

OF THE DECK ABOVE. EXPOSED CEILING

AND SYSTEMS TO BE FOG PAINTED VA

STANDARD CEILNG WHITE.

DEDUCT ALTERNATE #3 - DELETE THE LAY-IN

CEILING IN ITS ENTIRETY. EXISTING FIRE

PROTECTION MAINS, BRANCHES AND UPRIGHT

SPRINKLER HEADS TO REMAIN. EXISTING

SANITARY WASTE PIPING TO REMAIN. SUSPEND

THE LIGHT FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS. DELETE 3

5/8 METAL STUD AND 5/8" GYPSUM BOARD WALL

FURRING ALONG EXISTING MASONRY WALLS

WITH IN BOWLING ALLEY SPACE ROOM #BA102.

WALL SEPARATING MAINTENANCE (BA102B)

BOWLING ALLEY (BA102) TO REMAIN. USE ALL

SURFACE MOUNTED CONDUIT ADN RACEWAYS.

EXPOSED CEILING AND SYSTEMS TO BE FOG

PAINTED VA STANDARD CEILNG WHITE.

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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

FULLY SPRINKLERED

S S S S

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

/2

/2

:3

:1

P

M

BASEMENT REFLECTED CEILING PLAN

4 6TJS/ DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-AC-101

100% CONSTRUCTION DOCUMENTS

Scale: 1/8" = 1'-0"

BASEMENT REFLECTED CEILING PLAN

1 OVERHEAD SCORING MONITORS GC TO

COORDINATE MOUNTING, POWER AND

DATA/IT REQUIREMENTS.

2 OVERHEAD TV MONITOR OWNER PROVIDED

/ GC INSTALLED, GC TO COORDINATE

MOUNTING, POWER AND DATA/IT

REQUIREMENTS. LOCATION OF A/V

CONTROLS AS SELECTED / PROVIDED BY

OWNER GC INSTALLED.

3 MONITOR MOUNTING TRUSS BY BOWLING

EQUIPMENT MANUF. COORDINATE

ATTACHEMENT TO STRUCTURE ABOVE

WITH BOWLING EQUIPMENT MANUF.

4 NEW GYPSUM BOARD SOFFIT IN HALLWAY

TO MATCH EXISTING.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

0 4 8 16

NORTH

PLAN

A. MONITOR AND MONITOR MOUNTING

TRUSS COORDINATE REQUIRMENTS FOR

OWNER PROVIDED, GC INSTALLED WITH

MANUFACTURE/ INSTALLER. SEE

EQUIPMENT SCHEDULE.

BID ALTERNATES

E D BB.3B.6E.2E.8

BOWLING

ALLEY - 4 LANE

BA102

FECFEC

BUILT UP FLOOR BY

BOWLING EQUIPMENT

MANUFACTURER

5 5 6 78 9

-AE-401

-AE-401

-AE-401

-AE-401

EDB B.3 B.6 E.2 E.8

1 1

10 5696 5658

-AE-401

10_____

-AE-401

BASEMENT FLOOR

-15' - 6 5/8"

/2

/2

EXISTING FLOOR SLAB

GRAVEL BASE FOR

NEW CONCRETE SLAB

CAST IN PLACE RETAINING WALL,

FILL CELLS W/ CONCRETE, SEE

STRUCTURAL FOR REINFORCING

AND ANCHORS

WATERPROOF MEMBRANE

NEW CONCRETE SLAB

1/4" EXPANSION JOINT

DEDUCT ALTERNATE #1 - INSTALL NEW

CEILING AT 9’4” ABOVE BOWLING ALLEY

FINISHED FLOOR. EXISTING FIRE

PROTECTION MAINS AND BRANCHES TO

REMAIN. PROVIDE NEW SEMI-RECESSED,

QUICK-RESPONSE SPRINKLER HEADS IN

THE NEW CEILING. EXISTING SANITARY

WASTE PIPING TO REMAIN.

DEDUCT ALTERNATE #2 - DELETE THE

LAY-IN CEILING IN ITS ENTIRETY. EXISTING

FIRE PROTECTION MAINS, BRANCHES

AND UPRIGHT SPRINKLER HEADS TO

REMAIN. EXISTING SANITARY WASTE

PIPING TO REMAIN. SUSPEND THE LIGHT

FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS.

EXTEND PERIMETER METAL FURRING

AND GYPSUM BOARD UP TO THE BOTTOM

OF THE DECK ABOVE. EXPOSED CEILING

AND SYSTEMS TO BE FOG PAINTED VA

STANDARD CEILNG WHITE.

DEDUCT ALTERNATE #3 - DELETE THE LAY-IN

CEILING IN ITS ENTIRETY. EXISTING FIRE

PROTECTION MAINS, BRANCHES AND UPRIGHT

SPRINKLER HEADS TO REMAIN. EXISTING

SANITARY WASTE PIPING TO REMAIN. SUSPEND

THE LIGHT FIXTURES FROM THE CONCRETE DECK

ABOVE AS SHOWN ON THE DRAWINGS. DELETE 3

5/8 METAL STUD AND 5/8" GYPSUM BOARD WALL

FURRING ALONG EXISTING MASONRY WALLS

WITH IN BOWLING ALLEY SPACE ROOM #BA102.

WALL SEPARATING MAINTENANCE (BA102B)

BOWLING ALLEY (BA102) TO REMAIN. USE ALL

SURFACE MOUNTED CONDUIT ADN RACEWAYS.

EXPOSED CEILING AND SYSTEMS TO BE FOG

PAINTED VA STANDARD CEILNG WHITE.

WALL BASE

3 5/8" METAL STUDS @ 16"

O.C.

NEW 4" CONCRETE SLAB

5/8" GYPSUM WALL BOARD

BATT INSULATION

EXISTING WALL

GRAVEL INFILL

1/2" EXPANISION JOINT

MAT'L

WATERPROOF

MEMBRANE

NEW CONCRETE

SLAB

1/2" EXPANISION

JOINT MAT'L

NEW GRAVEL FILL

WATERPROOF

MEMBRANE

GENERAL CONSTRUCTION NOTE:

ANY WORK PERFORMED OUTSIDE THE INDICATED

PRIMARY SCOPE OF THE PROJECT IS TO BE DONE

AFTER HOURS. THIS INCLUDES ELECTRICAL,

PLUMBING, MECHANICAL, SPRINKLER LINE, AND FIRE

PROTECTION TIE INS, SHUT DOWNS, AND WORK

REQUIRING LOCK OUT TAG OUT PROTOCOLS.

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

Engineers Architects

## KEY NOTES:

VA FORM 08-6231

SHEET NOTES:

FULLY SPRINKLERED

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

/2

/2

:3

:3

P

M

INTERIOR ELEVATIONS

5 6TJS/ DGC

REHAB FACILITY BOWLING ALLEY

JEFFERSON BARRACKS, VA MEDICAL CENTER, ST. LOUIS, MO

63125

06/26/2020

TJS

657-19-200JB

-AE-401

100% CONSTRUCTION DOCUMENTS

Scale: 1/4" = 1'-0"

EAST SECTION / INTERIOR ELEVATION

0 2 4 8

Scale: 1/4" = 1'-0"

WEST SECTION / INTERIOR ELEVATION

0 2 4 8

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

BUILDING

53BUILDING

Scale: 1 1/2" = 1'-0"

NEW FLOOR SLAB DETAIL

BID ALTERNATES

Scale: 3/4" = 1'-0"

FURRING WALL DETAIL

Scale: 3/4" = 1'-0"

FLOOR DETAIL 0 1 20 1 20 1 2

1 BOWLING LANES, RETURNS, MONITORS BY

BOWLING EQUIPMENT COMPANY OR

OWNER SUPPLIED, GC TO COORDINATE

REQUIREMENTS

2 RELOCATED FEC

3 RELOCATED METAL STAIRS AND LANDING.

GC TO CUT AND REWELD CONNECTIONS

AND SUPPORTS TO FIT CONDITIONS

4 MONITOR SUPPORT TRUSS BY BOWLING

EQUIPMENT MANUF.

5 GRAVEL BACK FILL

6 4" CONCRETE SLAB

7 6 1/2" CONCRETE SLAB

8 8" CONC. WALL

9 INSTALL WATERPROOF MEMBRANE OVER

EXISTING FLOOR SLAB AND MASONRY

WALLS UP TO NEW FLOOR LEVEL

REMARKS:

1. REPLACE DOOR SLAB, EXISTING FRAME TO REMAIN.

2. PAIRED 3' - 0" DOORS

3. CARD READER W/ ELECTRIC STRIKE & MAGNETIC HOLD OPEN DEVICE TIED TO FIRE ALARM

4. CARD READER W/ ELECTRIC STRIKE

F

S E

E S

C H

E D

U L E

SCHEDULE

SEE

J

S E

E S

C H

E D

U L E

SCHEDULE

SEE

G

S E

E S

C H

E D

U L E

SCHEDULE

SEE

1 2

2" 2"

SCHEDULE

SEE 2"

SCHEDULE

SEE 2"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma0

Ma1

Ma2

Ma3

Ma4

Ma6

Ma8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

7/8"

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

1-1/2"

2-1/4"

3-1/8"

4-1/4"

4-5/8"

6-5/8"

8-5/8"

HOLD SUBSTRATE 1/2"

OFF FINISH FLOOR

TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8"

GYPSUM WALL BOARD

ON METAL STUDS

SILL

PLAN

HEAD

UNDERSIDE OF

STRUCTURE

CEILING

EXISTING WALL

ACOUSTICAL SOUND

BATTS

DEDUCT ALTERNATE 2 NOTE:

IN THE CASE OF DEDUCT ALTERNATE 2, WALL FRAMING AND

GYPSUM BOARD ARE TO CONTINUE TO THE UNDERSIDE OF THE

DECK

GENARAL NOTE:

ALL PENETRATIONS THROUGH UNRATED PARTITIONS ARE TO

RECEIVE ACOUSTICAL CAULK AND SEALANT AROUND FULL

PERIMETER

ALL PENETRATIONS THROUGH RATED PARTITIONS ARE TO

RECEIVE FIRE CAULK AND SEALANT AROUND FULL PERIMETER

TO MEET ANY NECESSARY FIRE AND SMOKE RATINGS.

HOLD SUBSTRATE 1/2"

OFF FINISH FLOOR

TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8"

GYPSUM WALL BOARD

EACH SIDE ON METAL

STUDS

SILL

PLAN

HEAD

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Maa1

Maa2

Maa3

Maa4

Maa6

Maa8

REFER TO

PARTITION TAG