ATTACHMENT 4 - Architectural Drawings.pdf

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

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 KEYNOTE

WINDOW TYPE DOOR NUMBERTYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1#

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE ARCHITECT 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 PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING 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 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 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. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

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

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. 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.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

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

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. THE CONTRACTOR IS REQUIRED TO SUBMIT A SUBMITTAL PRIOR TO BEGINNING CONSTRUCTION. THE FOLLOWING: A LIST OF ALL MAJOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT AND ITEMS WHICH

WILL BE INSTALLED IN THIS PROJECT.

14. ALL TELECOMMUNICATIONS ROOMS WILL HAVE OPEN CEILINGS TO DECK ABOVE AND ALL WALLS TO EXTEND

TO THE DECK.

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 NOTED FOR DEMOLITION SHALL BE PROPERLY DISPOSED OFF PROJECT GROUNDS.

4. FOR RENOVATION PROJECTS AT AREAS INDICATED TO BE PATCHED AND REPAIRED, THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. SCHEDULE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. 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.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED: REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED REGARDING DEMOLITION IN THESE 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.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE 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.

12. 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 DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. ALL ITEMS BEING SALVAGED SHALL REMAIN THE PROPERTY OF THE VA UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA ARE TO BE

REMOVED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

15. AT THE JOHN COCHRAN CAMPUS THERE IS NO SPACE AVAILABLE FOR DUMPSTER SITES AND STAGING AREAS.

THE LOCATIONS OF DUMPSTER SITES AND STAGING AREAS WILL HAVE TO BE OFF PROPERTY AND DETERMINING, MANAGING, AND PAYING FOR ALL ASSOCIATED COSTS FOR THESE LOCATIONS IS THE

RESPONSIBILITY OF THE CONTRACTOR.

16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE VA A LIST OF ALL MAJOR EQUIPMENT REMOVED DURING THIS PROJECT. THE CONTRACTOR SHALL INCLUDE WITHIN THE LIST THE EQUIPMENT IDENTIFICATION

NUMBERS(EE NUMBERS) WHICH ARE FOUND AS A TAG ON ALL EQUIPMENT AT THE VA.

17. THE CONTRACTOR SHALL DETERMINE WHETHER THE COURTYARD WALL MUST BE REMOVED IN ORDER TO CONSTRUCT THE TELECOMM. TOWER. THE CONTRACTOR ALSO BECOMES COMPLETELY RESPONSIBLE FOR REBUILDING THE COURTYARD WALL TO NEW CONDITIONS, EQUAL TO EXISTING CONDITIONS OR BETTER, UPON

COMPLETION OF THE TELECOMM TOWER.

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 #

VIEW 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

NORTHNORTH

0 4 8 16

ANY UTILITY SHUTDOWN REQUIRES 3 WEEK ADVANCE NOTICE.

INTER. TUB SIZE

1'-0"

OVERALL OUTSIDE TRIM

1'-3 3/8"

O V

E R

A L L

O U

T S

ID

E

T R

IM

/8

IN

T

E R

IO

R

D

IM

E N

S

IO

N

WALL

OPENING,

13"W x 31"H x 6-1/4"D

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET, SIZED FOR

20 LB FIRE

EXTINGUISHER, ON

RATED WALL

SEALANT

SEE PLANS

FOR WALL

TYPES

PLAN

EXISTING METAL DECK OR STRUCTURE ABOVE

EXTEND WALL TO DECK, MATCH

EXISTING WALL THICKNESS

EXISTING WALL

EXISTING FLOOR LINE

TR ROOM

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

2'X2' RECESSED

LED FIXTURE

2'x4' RECESSED LED

FIXTURE

EQ. A EQ. A

E Q

B

E Q

B

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

UPRIGHT

SPRINKLER HEAD

CEILING CONTRACTOR TO MEASURE EACH

CEILING AREA AND ESTABLISH A CEILING LAYOUT

TO BALANCE BORDER WIDTHS AT OPPOSITE

EDGES OF EACH ROOM. AVOID USE OF LESS-

THAN 6" TILES.

A.F.F.10' 6"

SPRINKLER HEAD

RETURN GRILL

CEILING HATCH

SIDEWALL SUPPLY

DIFFUSER

EXHAUST GRILL

STRIP LIGHT

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

C U s e rs \l b y rd

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21-124 ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

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00-A-001

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

GENERAL SYMBOL LEGEND

UTILITY SHUTDOWN

FIRE EXTINGUISHER CABINET

Scale: 1" = 1'-0"

SCHEMATIC DETAIL - EXTEND WALLS TO DECK

DocuSign Envelope ID: 8DECC0E5-72B5-415E-9515-D9B367F0B4D4

11/22/2022

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

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M

21-124 UL DETAILS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

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00-A-002

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

C U s e rs \l b y rd

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21-124 UL DETAILS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

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00-A-003

1-HX-1

01-A-101

01-A-101

3RD FLOOR ROOF

9TH FLOOR ROOF

PENTHOUSE LOW ROOF

PENTHOUSE ROOF

ROOF AREA ACCESS

POINT

01-A-101

01-A-201

01-A-301

01-A-301 _______4

01-A-301

SLOPE: 1/4"

19'-10"

NEW EXISTING

ROOFINGROOFING

PHOTO KEY

AREA OF WORK

1 1

01-A-1015

JC01 572.4 FLOOR 03

22' - 11"

2'-0"

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

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21-124 BUILDING 1, PARTIAL ROOF PLAN EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

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01-A-101

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

BUILDING 1, PARTIAL ROOF PLAN

1. THIS SHEET IS INTENDED TO PROVIDE GENERAL

SCOPE OVERVIEW FOR ROOF-TOP MECHANICAL

EQUIPMENT.

1 NEW HVAC EQUIPMENT

2 EXISTING TPO ROOF

3 NEW ROOF

4 NEW PARAPET WALL

5 APPROXIMATE EXISTING DRAIN LOCATION

6 NEW ALUMINUM COPING, .063, CONTINUOUS CLEAT

TYPE, COLOR TO MATCH COMPOSITE METAL

PANEL COLOR

7 MITERED CORNER

8 NEW TPO MEMBRANE, SEE SECTION

9 EXTEND MEMBRANE 8" UP WALL MIN AND SECURE

WITH TERMINATION BAR

10 TIE NEW METAL COPING TO EXISTING COPING FOR

WATER TIGHT, FLEXIBLE CONNECTION

11 INSTALL RECLAIMED BRICK AT THIS FACE. NEW

MEMBRANE ROOFING TO RUN UP PARAPET WALL

AND UNDER NEW METAL COPING

12 INSTALL NEW ROOFING SYSTEM FLUSH WITH

EXISTING (DRAIN TO INTERIOR OF 3RD FLOOR

ROOF) INCLUDING INSULATION, COVER BOARD

AND ROOFING MEMBRANE

13 SPLICE IN NEW METAL COPING END CAP

MIN LENGTH 4'. COLOR TO MATCH EXISTING METAL

COPING

14 EXISTING BRICK

15 LINE OF NEW TELECOM TOWER

16 INSTALL PERIMETER F.R. WOOD BLOCKING AND

ROOF EDGE, 24 GAUGE STEEL, KYNAR PAINTED -

MATCH COLOR OF PARAPET COPING. DEPTH AS

REQUIRED TO MAINTAIN INTERIOR DRAINAGE AT

3RD FLOOR ROOF

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

9TH FLOOR ROOF TELECOM TOWER ENLARGED PLAN

NORTH

0 8 16 32

1 DEMOLISH EXISTING PARAPET DOWN TO

CONCRETE ROOF STRUCTURE.

N

KEY PLAN

SCALE: NO SCALE

Scale: No Scale

REFERENCE PHOTO KEY 1

Scale: No Scale

REFERENCE PHOTO KEY 2

Scale: No Scale

REFERENCE PHOTO KEY 3

LEGEND

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

9TH FLOOR ROOF TELECOM TOWER ENLARGED

DEMOLITION PLAN

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

3RD FLOOR ROOF TELECOM

TOWER ENLARGED PLAN

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

PARTIAL ELEVATION

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

111' - 3 1/2"

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

S101A

F.V.

19'-10"

EQ. EQ. EQ. 3'-8" F.V.

6"

F

.V

3'-10"

EQ.

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

G.9H.5

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

F .V

EQ. EQ. EQ. 10"

NOTE: DIMENSIONS ARE FROM REVEAL CENTERLINES

NEW ALUMINUM COPING

EXIST. CONCRETE

ROOF DECK

THICKNESS OF

EXIST. INSULATION

(ASSUMED)

PANELS TO 8"

ABOVE EXIST.

INSULATION

11'-8"

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

G.9H.5

3 1

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

9 810

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

C

U s e rs \l b y rd

\D o c u m e n ts

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21-124 EXTERIOR ELEVATIONS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

EJDNOVEMBER 21, 2022 WVS

5 37

01-A-201

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

NORTH EXTERIOR ELEVATION AT TOWER

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

EAST EXTERIOR ELEVATION AT TOWER

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

EAST EXTERIOR DEMOLITION ELEVATION AT TOWER

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

NORTH EXTERIOR DEMOLITION ELEVATION AT TOWER

A. EXISTING WINDOWS TO BE DEMOLISHED KNOWN TO

HAVE ASBESTOS CONTAINING MATERIAL. WINDOWS

MUST BE REMOVED FROM EXTERIOR. BARRIERS TO

BE IN PLACE ON BOTH THE INTERIOR AND EXTERIOR

PRIOR TO WINDOW DEMOLITION. COORDINATE

SEQUENCE OF DEMO WITH COR.

1 DEMOLISH EXISTING FACE BRICK

2 SAW CUT FACE BRICK AT THIS LINE

3 DEMOLISH EXISTING WINDOW, TRIM, AND STEEL

BRICK LINTEL

4 NOTE THAT ALL WORK INVOLVING WINDOW

REMOVAL WITHIN SCOPE OF THIS PROJECT IS

AFFECTED BY THE PRESENCE OF ASBESTOS AND

LEAD. THESE HAZARDOUS WASTE MATERIALS ARE

FOUND ON AND WITHIN THE WINDOW FRAME, ALL

CAULKING ON WINDOWS IS CONSIDERED

HAZARDOUS WASTE, INCLUDING THAT FOUND

BETWEEN WINDOW FRAME AND BRICK

STRUCTURE. ALL REMOVAL OF WINDOWS AND

ABATEMENT OF HAZARDOUS MATERIALS WILL

TAKE PLACE FROM THE OUTSIDE OF THE BUILDING.

5 WALL BEYOND

6 DEMOLISH EXISTING DOOR AND FRAME AND FACE

BRICK STEEL LINTEL

7 TOP OF EXISTING WALL BEYOND

1 COMPOSITE METAL PANELS. BASIS OF DESIGN:

ALPOLIC

2 PROVIDE LOUVER, SEE MECHANICAL

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

9 810

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

CHASE

CH-A-1

TELECOM

T101 STAIR 01

S101A

TELECOM

T001

TELECOM

T201

TELECOM

T301

TELECOM

T401

TELECOM

T501

TELECOM

T601

TELECOM

T701

TELECOM

T801

TELECOM

T901

01-A-312

AREAWAY ELEVATION

-16' - 6"

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

G.9

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

01-A-301

TELECOM

T001

STAIR 01

S101A

TELECOM

T201

TELECOM

T301

TELECOM

T401

TELECOM

T501

TELECOM

T601

TELECOM

T701

TELECOM

T801

TELECOM

T901

01-A-312

01-A-312

01-A-312

01-A-312

H.5

01-A-311

01-A-311

2 3

AREAWAY ELEVATION

-16' - 6"

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

G.9

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

01-A-301

CHASE

CH-A-1

TELECOM

T101

TELECOM

T201

TELECOM

T301

TELECOM

T401

TELECOM

T501

TELECOM

T601

TELECOM

T701

TELECOM

T801

TELECOM

T901

01-A-311

01-A-311

01-A-311

01-A-312

01-A-311

H.5

01-A-311

AREAWAY ELEVATION

-16' - 6"

JC01 549.5 FLOOR 01

0"

JC01 561.4 FLOOR 02

11' - 11"

JC01 572.4 FLOOR 03

22' - 11"

JC01 583.4 FLOOR 04

33' - 11"

JC01 596.0 FLOOR 05

46' - 6 1/4"

JC01 607.9 FLOOR 06

58' - 5 1/4"

JC01 618.9 FLOOR 07

69' - 5 1/4"

JC01 630.8 FLOOR 08

81' - 4 1/4"

JC01 642.3 FLOOR 09

92' - 9 3/4"

JC01 653.3 FLOOR PENTHOUSE

103' - 9 3/4"

JC01 667.7 FLOOR MACHINE RM

118' - 2"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

JC01 656.7 PENTHOUSE L.P. ROOF

107' - 2 9/16"

H.5

01-A-311

TELECOM

T001

STAIR 01

S101A

TELECOM

T201

TELECOM

T301

TELECOM

T401

TELECOM

T501

TELECOM

T601

TELECOM

T701

TELECOM

T801

TELECOM

T901

01-A-311

AREAWAY ELEVATION

-16' - 6"

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

C

U s e rs \l b y rd

\D o c u m e n ts

\A M

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F

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21-124 BUILDING SECTIONS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

EJDNOVEMBER 21, 2022 WVS

6 37

01-A-301

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

WALL SECTION

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

WALL SECTION THROUGH NEW DOOR

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

WALL SECTION THROUGH INFILL

1 COMPOSITE METAL PANELS ASSEMBLY

2 ALUM COPING

3 ROOFING SYSTEM

4 CONC COMPOSITE SLAB OVER STEEL FRAMING

5 NEW DOOR AND FRAME

6 METAL PANEL RAINSCREEN CEILING ASSEMBLY

7 FOLLOW ROOFING MANUFACTURER'S STANDARD

DETAIL FOR SPLICING NEW ROOFING TO EXISTING

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

DEMO SECTION AT NEW DOOR

1 REMOVE EXISTING WINDOW, FLASHINGS, AND

ASSOCIATED ELEMENTS

2 REMOVE PORTION OF WALL BELOW WINDOW

3 REMOVE EXISTING DOOR, FRAME, FLASHINGS, AND

ASSOCIATED ELEMENTS

4 REMOVE EXISTING CONC SIDEWALK

5 REMOVE EXISTING SOIL AS REQUIRED FOR NEW

WORK

6 REMOVE PORTION OF WALL FOR NEW DOOR AND

FRAME

7 REMOVE BRICK VENEER WHERE NEW WORK

OCCURS

8 COORDINATE BRICK REMOVAL W/ NEW SHELF

ANGLE AND FLASHING ABOVE NEW ROOF

9 DEMOLISH MASONRY PARAPET DOWN TO EXISTING

CONCRETE ROOF DECK

A. EXISTING WINDOWS TO BE DEMOLISHED KNOWN TO

HAVE ASBESTOS CONTAINING MATERIAL. WINDOWS

MUST BE REMOVED FROM EXTERIOR. BARRIERS TO

BE IN PLACE ON BOTH THE INTERIOR AND EXTERIOR

PRIOR TO WINDOW DEMOLITION. COORDINATE

SEQUENCE OF DEMO WITH COR.

H.5

MIN R-38 TAPERED ROOF

INSUL

PREFORMED CANT

ROOFING MEMBRANE

5/8" EXTERIOR GRADE GYP

SHEATHING

ROOFING SYSTEM - LAP AND

FASTEN OVER PARAPET BLOCKING

COMPOSITE METAL

PANEL SYSTEM

ALUM COPING

5PLY 3/4" FIRE RESISTANT PLYWOOD

PANEL BRACKET

FIRESTOP TOP TRACK

BASIS OF DESIGN:

HILTI CFS-TTS OR

EQUAL

WEATHER RESISTANT

BARRIER

ANCHOR PLATE

" 4

6" METAL STUDS

R-19 BATT INSUL

ROOFING SYSTEM

ROOFING SYSTEM

TERMINATION BAR

CONTINUOUS 24 GA

FLASHING W/ DRIP EDGE

COLOR TO MATCH

EXISTING BRICK

EXISTING WALL SYSTEM

PREFORMED CANT

ROOFING SYSTEM

STEEL BEAM

REFER TO ELEVATIONS

FOR JOINT LOCATIONS

VENTED CHANNEL

5/8" EXTERIOR GRADE

GYP SHEATHING

ROOF INSULATION

SEALANT

CUT REGLET IN

EXISTING BRICK

SEALANT

GALVANIZED SHELF ANGLE

SEE STRUCTURAL

LINE OF DEMOLISHED

BRICK VENEER

EXISTING STRUCTURE

1'-3"

SPRAY-ON

FIREPROOFING

1'-3"

2'' CONTINUOUS RIGID

INSULATION

5 PLY 3/4" FIRE RESISTANT

PLYWOOD - SECURE TO CMU

JC01 549.5 FLOOR 01

0"

H.5

WEATHER RESISTANT

BARRIER

R-19 BATT INSUL

5/8" GYP SHEATHING

6" METAL STUDS

CONC COMPOSITE SLAB8

STEEL BEAM

REFER TO ELEVATIONS

FOR JOINT LOCATIONS

SEE STRUCTURAL

EXISTING WALL SYSTEM

LINE OF DEMOLISHED

BRICK VENEER

EXISTING FOUNDATION

WALL

1'-3"

LT GA FRAMING

R-19 BATT INSUL

5/8" GYP SHEATHING

VENTED CHANNEL

WOOD BLOCKING

SEALANT

VENTED CLOSURE

3/4" FIRE RESISTANT

PLYWOOD

3"

REFER TO ELEVATIONS

FOR JOINT LOCATIONS

SEALANT

1/2" BITUMINOUS

EXP MATERIAL

JC01 549.5 FLOOR 01

0"

G.9

CONC WALL

1" CHAMFER, ALL EXPOSED EDGES

HINGED STEEL GRATE ASSEMBLY

STEEL ANGLE SUPPORT

1/2" FIBER REINFORCED

EXPANSION JOINT FILLER

CONC SLAB ON GRADE W/ TURN-

DOWN, SEE CIVIL DWGS

EXCAVATE AND BACKFILL AS REQUIRED

FOR FOUNDATION INSTALL

CONC FOUNDATION

EXCAVATE AND BACKFILL AS REQUIRED

FOR FOUNDATION INSTALL

NEW SLAB ON GRADE SLOPE TO

EXISTING DRAIN

STEEL LADDER, SEE DETAIL A-401

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

NEW .063 ALUMINUM COPING. BASIS OF

DESIGN: PETERSON PAC CLAD, PAC TITE OR

EQUAL. COLOR TO BE SELECTED FROM

MANUFACTURER'S STANDARD RANGE

SEALANT

EXPANSION JOINT AND SEALANT

JC01 583.4 FLOOR 04

33' - 11"

H.5

WEATHER RESISTANT

BARRIER

R-19 BATT INSUL

5/8" GYP SHEATHING

6" METAL STUDS

CONC SLAB. SEE

STRUCTURAL

STEEL BEAM

EXISTING WALL SYSTEM

LINE OF DEMOLISHED

BRICK VENEER

EXISTING STRUCTURE

1'-3"

SPRAY-ON

FIREPROOFING

JC01 549.5 FLOOR 01

0"

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

4" CONC TOPPING SLAB

BASIS OF DESIGN: R-38 RIGID INSULATION

CONCRETE SLAB

SEE STRUCTURAL

STEEL BEAM

CONC WALL

CONC FOUNDATION

SLOPE: 1/8" per 1'-0"

1/2" FIBER REINFORCED

EXPANSION JOINT FILLER

CONC SLAB ON GRADE W/ TURN-

DOWN, SEE CIVIL

SHEET MEMBRANE

WATERPROOFING

SPRAY-ON FIREPROOFING

SEALANT

JC01 549.5 FLOOR 01

0"

9 810

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

JC01 531.0 FLOOR SUB BASEMENT

-18' - 6"

TERMINATION BAR

REGLET FLASHING

CUT REGLET INTO

EXISTING MASONRY JOINT

SEALANT

16 GAUGE SS BREAK METAL

TO PROTECT

WATERPROOFING

WATERPROOFING SYSTEM

4" CONC TOPPING SLAB

4" HIGH PSI RIGID INSULATION

CONC COMPOSITE SLAB

STEEL BEAM

SEALANT

16 GAUGE SS REGLET FLASHING &

BREAK METAL TO PROTECT

WATERPROOFING

WATERPROOFING SYSTEM

CAST REGLET INTO CONC WALL

HINGED STEEL GRATE ASSEMBLY

COORDINATE FABRICATION SUCH

THAT WHEN GRATE IS OPENED IT

DOES NOT DAMAGE COPING

STEEL ANGLE SUPPORT

HINGE LOCATION

CONC FOUNDATIONS

SEE STRUCTURAL

EXIST CONC WALL

COMPOSITE METAL PANEL SYSTEM

CONC SLAB ON GRADE

SPRAY-ON FIREPROOFING

AREAWAY ELEVATION

-16' - 6"

ELECTRICAL ROOM FLOOR

-16' - 0"

1" CHAMFER, ALL EXPOSED EDGES

NEW .063 ALUMINUM COPING. BASIS OF

DESIGN: PETERSON PAC CLAD, PAC TITE OR

EQUAL. COLOR TO BE SELECTED FROM

MANUFACTURER'S STANDARD RANGE

1/2" BITUMINOUS EXP

MATERIAL

1/2" BITUMINOUS EXP

MATERIAL

1/2" BITUMINOUS EXP

MATERIAL

1/2" BITUMINOUS EXP

MATERIAL

SEALANT

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

C U s e rs \l b y rd

\D o c u m e n ts

\A M

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F

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F .r v t

/1

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:3

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21-124 SECTION DETAILS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

EJDNOVEMBER 21, 2022 WVS

7 37

01-A-311

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

SECTION DETAIL - ROOF STRUCTURE

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

SECTION DETAIL - FIRST FLOOR STRUCTURE

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

SECTION DETAIL - FOUNDATION WALL

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

SECTION DETAIL - TYPICAL FLOOR STRUCTURE

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

SECTION DETAIL FOUNDATION WALL AND EXTERIOR WALKWAY

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

SECTION DETAIL AT FOUNDATION WALL AND TR

EXISTING LINTEL TO

REMAIN

LINE OF DEMOLISHED

BRICK VENEER

5/8" GYP BD

2 1/2" METAL STUDS

EXISTING PLASTER

TO REMAIN

ALIGN GYP BD W/

EXISTING PLASTER AND

FINISH TO MATCH

5/8" GYP BD

3 5/8" METAL STUDS

ALIGN GYP BD W/

EXISTING CMU

SEALANT

EXISTING CMU

LINE OF DEMOLISHED

BRICK VENEER

EXISTING PLASTER

CONDITION - NO INTERIOR FURRING

JC01 583.4 FLOOR 04

33' - 11"

CONC COMPOSITE SLAB

STEEL BEAM

LINE OF DEMOLISHED

BRICK VENEER

EXISTING STRUCTURE

LINE OF DEMOLISHED

BRICK VENEER

NEW DOOR AND FRAME

SEALANT

1/2" EXPANSION

MATERIAL

EXISTING CMU LINTEL

LINE OF DEMOLISHED

BRICK VENEER

NEW DOOR AND FRAME

BOX HEADER

5/8" GYP BD

SEALANT

3 5/8" METAL STUDS

SEALANT

8'-0" VIF

EXIST WINDOW HEAD

EXISTING PLASTER

SEALANT

PATCH AND PAINT EDGE

OF PLASTER AND CMU

H.5

PANEL BRACKET

VENTED CLOSURE

VENTED HAT CHANNEL

SS FLASHING

LOUVER ASSEMBLY

SS FLASHING

ALUM RAINSCREEN

SYSTEM

WEATHER RESISTANT

BARRIER

ALUM RAINSCREEN

SYSTEM

1'-3"

SHEET METAL DUCT, SEE

MECHANICAL DRAWINGS

S E

E E

L E

V A

T

IO

N S

REFLECTED CEILING PLAN AT

AREA WAY

-11' - 0"

NEW CONC SLAB ON GRADE

EXISTING CONC WALL

NEW DOOR AND FRAME

1/2" EXPANSION JOINT

GRAVEL, SEE CIVIL

COMPOSITE METAL PANEL

(BEYOND)

SEALANT

WATER PROOFING

SYSTEM: BASIS OF

DESIGN: CARLISLE

MIRADRI, SHEET

MEMBRANE AND

DRAINAGE MAT,

VERTICAL SURFACES

LEVEL 06

EL (24'-11")

WEATHER RESISTANT

BARRIER

R-19 BATT INSUL

5/8" GYP BD.

6" METAL STUDS

CONC COMPOSITE SLAB

5/8" EXTERIOR GRADE

GYP SHEATHING

NEW ROOFING SYSTEM, COMPLETE,

TO MATCH EXISTING FROM 2'-0" MIN

AWAY FROM NEW TOWER WALL

PANEL BRACKET

VENTED CLOSURE

VENTED HAT CHANNEL

SS FLASHING

COMPOSITE METAL PANEL

SYSTEM

NEW INSULATION

2" RIGID INSUL

EXISTING STRUCTURE

SEALANT

TERMINATION BAR

OUTLINE OF DEMOLISHED PARAPET WALL

1'-3"

3/4" FIRE RESISTANT PLYWOOD -

PAINT WITH FIRE RESISTANT PAINT

LEAVE ONE LABEL PER SHEET

UNPAINTED

TROWEL AREA SMOOTH WITH

READY MIX CONCRETE PATCH

1/2" EXPANSION

MATERIAL

THIRD FLOOR PLAN

EL (22'-11")2'-0"

M

IN

REMOVE EXISITNG WINDOW ASSEMBLY

REMOVE EXISTING EXTERIOR BRICK

CMU

EXISTING GYPSUM BOARD

EXISTING METAL STUD

REMOVE EXISTING SILL

REMOVE BLOCKING

REMOVE GYPSUM BOARD AT HEAD

AND JAMBS

REMOVE BLOCKING

EXISTING METAL STUD TO REMAIN

REMOVE CONCRETE SILL

REMOVE EXISTING EXTERIOR BRICK

CMU TO REMAIN

REMOVE STEEL ANGLES

EXISITNG GYPSUM BOARD TO REMAIN

EXISITNG CMU

5/8" GYPSUM BOARD ON

3 5/8" METAL STUD INFILL

FLUSH WITH EXISTING

WALL

EXISTING CMU

SEALANT

1/4" SEALANT

5/8" GYPSUM BOARD ON 3 5/8"

METAL STUD INFILL FLUSH

WITH INTERIOR WALL

SURFACE

REMOVE EXISTING EXTERIOR BRICK

CMU

EXISTING GYPSUM BOARD

EXISITNG METAL STUD

REMOVE BLOCKING

REMOVE GYPSUM BOARD AT JAMBS

REMOVE STEEL ANGLES

REMOVE EXISITNG WINDOW JAMB

EXISTING CMU

5/8" GYPSUM BOARD ON 3 5/8" METAL

STUD INFILL FLUSH WITH EXISTING WALL

SEALANT

5/8" GYPSUM BOARD ON 3 5/8" METAL STUD

PAINT TO MATCH ADJACENT COLOR

PAINT 3'-0" OF SURROUNDING SURFACES

TAPE AND FINISH DRYWALL

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

C U s e rs \l b y rd

\D o c u m e n ts

\A M

E P

F

-J C

-C O

R E lb y rd

V D

E K

F .r v t

/1

/2

:4

:5

A

M

21-124 SECTION DETAILS EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

8 37

01-A-312

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

WALL SECTION THRU WINDOW INFILL

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

WALL SECTION THROUGH NEW DOOR - SILL

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

WALL SECTION THROUGH NEW DOOR - HEAD

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

SECTION DETAIL - TYPICAL LOUVER

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

SECTION DETAIL AT FIRST AND BASEMENT CONNECTION

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

SECTION DETAIL AT ROOF AND EXISTING STRUCTURE CONNECTION

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

TOWER WINDOW SECTION DETAIL - DEMO

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

TOWER WINDOW SECTION DETAIL - STUD INFILL

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

TOWER WINDOW JAMB DETAIL - DEMO

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

TOWER WINDOW JAMB DETAIL - STUD INFILL

OS

ELEC

A016A

OI&T

A017A

HAC

A017

F.E.

CLOSET

B682

STAIR 01

S001OFFICE

A019

OFFICE /

STORAGE

A016

CHASE

CH-A-1

G.9 G.9

HH

II

V

IF

VIF

3'-4"

VIF

7'-3"

4" 3'-4" 11"

H008

MAIN ELEVATOR

LOBBY

6 6

TELECOM

T001

OFFICE /

STORAGE

A016

OFFICE

A019

CHASE

CH-A-1

STAIR 01

S001

HAC

A017

OI&T

A017A

F.E.

CLOSET

B682

ELEC

A016A

G.9 G.9

HH

II

H008

MAIN ELEVATOR

LOBBY

CHASE

CH-A-1

OFFICE

A019

STAIR 01

S001

OFFICE /

STORAGE

A016

A015

TOILET, MALE

G.9 G.9

HH

II

F.E.

CLOSET

B682

HAC

A017

OI&T

A017A

ELEC

A016A

H008

MAIN ELEVATOR

LOBBY

ELEC

A016A

OI&T

A017A

HAC

A017

F.E.

CLOSET

B682

STAIR 01

S001

OFFICE

A019

OFFICE /

STORAGE

A016

CHASE

CH-A-1

TELECOM

T001

9'-0"

2'-10" 6'-3"

1 2 3

T

G.9 G.9

HH

II

AREA

WELL

AW001

Maa3

A B

Room

A016B

12 12

1'-6"

1/2" x 2 1/2" STEEL RAILS

3/4" ROUND NON-SLIP

STEEL BAR RUNGS

WELD ALL AROUND TO

VERTICAL STEEL BARS

1/2" x 3" BENT PLATE, WELD

TO VERT. RAILS. SECURE

WITH 1/2" DIAMETER

EXPANSION BOLT THRU

BRICK,

AIR SPACE AND INSULATION

INTO

CMU BACKUP.

AREA WAY

FLOOR

EQ EQ

PIP CONCRETE WALL

A R

E A

W A

Y

H T

V

.I .F

AREA WAY FLOOR

GRIND SMOOTH

NEW CONC WALL

A. ALL EXISTING CONDITIONS ARE BASED ON THE BEST

AVAILABLE INFORMATION AT THE TIME OF THE

SURVEY AND VISUAL INSPECTION. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS.

B. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE

EXISTING TO REMAIN. ELEMENTS SHOWN WITH DARK,

DASHED LINES ARE EXISTING TO BE DEMOLISHED.

DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO

THOSE ELEMENTS SHOWN.

C. ALL WORK SHALL BE COORDINATED BETWEEN

TRADES.

D. ALL WORK SHALL BE PERFORMED TO MINIMIZE

DISRUPTION OF AREAS OUTSIDE OF THE PROJECT

LIMITS OF WORK.

E. ALL CEILING DEMOLITION WORK TO BE COORDINATED

WITH CHANGE OF EXISTING PENDANT SPRINKLER

HEADS WITH NEW UPRIGHT SPRINKLERS SUCH THAT

THERE IS NO EXTENDED LOSS OF SPRINKLER

PROTECTION IN THE CONSTRUCTION AREA.

F. FOR FINISHES IN ALL NEW TR ROOMS - SEE ROOM

FINISH SCHEDULE SHEET A-602.

G. ALL NEW TR ROOMS TO HAVE CARBON DIOXIDE

EXTINGUISHER WITHIN 75' OF ROOM. SEE OVERALL

OR ENLARGED PLANS FOR LOCATIONS.

AREA KNOWN TO HAVE ASBESTOS

CONTAINING MATERIAL. REFERENCE

ASBESTOS INSPECTION REPORT BY

RSH FROM JANUARY 28, 2019.

TYPE:

PIPE INSULATION: YES. IN ADJACENT

AREAS

BLACK MASTIC: YES. APPROX. 370 SQ

FT

LEAD: NO

ASBESTOS LEGEND

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

C U s e rs \l b y rd

\D o c u m e n ts \A

M E

P F

-J

C

-0 lb y rd

V D

E K

F .r v t

/1

/2

:3 :5

P

M

21-124 BUILDING 1, GROUND FLOOR,

TELECOM ROOM T001 PLANS

EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

9 37

01-A-401

NORTH

0 2 4 8

1 NEW DOOR AND FRAME, SEE SCHEDULE ON SHEET

A-601

2 NEW CARD READER

3 NEW ROOM SIGN, REF A-602 FOR REQUIREMENTS

4 NEW CONC SLAB ON GRADE

5 NEW FLOORING, SEE SCHEDULE ON SHEET A-602

6 NEW CONC FOUNDATION WALL, SEE STRUCTURAL

DRAWINGS

7 INFILL EXISTING OPENING W/ DOUBLE STUD WALL.

SEE DETAILS SHEET A-312.

8 EXPOSED STRUCTURE

9 OPEN TO ABOVE

10 NEW STEEL PIT LADDER, SEE DETAIL ON THIS

SHEET

11 EXISTING FIRE EXTINGUISHER CLOSET. LOCATION

FOR NEW CARBON DIOXIDE EXTINGUISHER WITH

ACCOMPANYING WARNING SIGN, FURNISHED AND

INSTALLED BY CONTRACTOR

12 EXPOSED EXISTING CONCRETE WALL

13 SEAL ALL PERIMETER AND PENETRATIONS FOR A

1-HOUR FIRE BARRIER ENCLOSURE

14 PAINT AND BASE AT INFILL

15 3/4" FIRE RETARDANT PLYWOOD APPLIED OVER

GYP BD FOR MOUNTING OF TELECOMMUNICATIONS

EQUIPMENT, 8” AFF TO 8’-8” AFF, PAINT W/ (2) COATS

OF FIRE RETARDANT PAINT

16 MOVE EXISTING LIGHT, REPLACE CEILING TILE WITH

SALVAGED TILE FROM A016B CEILING DEMO

17 2" CLOSED CELL POLYSTYRENE INSULATION FROM

GRADE TO TOP OF FOUNDATION OVER

WATERPROOFING MEMBRANE

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

TELECOM ROOM T001

DEMOLITION PLAN

NORTH

0 2 4 8

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

TELECOM ROOM T001

REFLECTED CEILING PLAN

NORTH

0 2 4 8

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

TELECOM ROOM T001 DEMOLITION REFLECTED CEILING

PLAN

NORTH

0 2 4 8

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

TELECOM ROOM T001

FLOOR PLAN

1 CREATE ROUGH OPENING FOR NEW DOOR

2 REMOVE PORTION OF FOUNDATION WALL

3 REMOVE EXISTING WINDOW ASSEMBLY

4 REMOVE EXISTING GRATING ABOVE

5 REMOVE EXISTING STEEL PIT LADDER.

6 EXTERIOR FACE BRICK, LINTELS, AND SILLS TO BE

REMOVED

7 REMOVE EXISTING ACT CEILING

8 REMOVE LIGHT, TO BE REUSED IN SAME ROOM

9 AREA KNOWN TO HAVE ASBESTOS CONTAINING

PIPE INSULATION AND OR HVAC DUCT

10 AREA KNOWN TO HAVE ASBESTOS CONTAINING

FLOORING.

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

STEEL PIT LADDER FRONT ELEVATION

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

LADDER ELEVATION

N

KEY PLAN

SCALE: NO SCALE

S S

S

S S

S

S S

S

S S

S

J

L

K

TR

B009

OFFICE

B008

BREAK

ROOM

B006

CONFERENCE

RM.

B007

CORRIDOR

H011

OFFICE

B010

B

9'-6"

Maa3

STORAGE

1'-0"

01-A-603

CORRIDOR

H011

J

L

K

TR

B009

OFFICE

B008

BREAK

ROOM

B006

CONFERENCE

RM.

B007

OFFICE

B010

9'-10"

J

L

K

TR

B009

OFFICE

B008

CORRIDOR

H011

OFFICE

B010

CORRIDOR

H011

BREAK

ROOM

B006

J

L

K

TR

B009

OFFICE

B008

CORRIDOR

H011

OFFICE

B010

CONFERENCE

RM.

B007

BREAK

ROOM

B006

A. ALL EXISTING CONDITIONS ARE BASED ON THE BEST

AVAILABLE INFORMATION AT THE TIME OF THE

SURVEY AND VISUAL INSPECTION. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS.

B. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE

EXISTING TO REMAIN. ELEMENTS SHOWN WITH DARK,

DASHED LINES ARE EXISTING TO BE DEMOLISHED.

DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO

THOSE ELEMENTS SHOWN.

C. ALL WORK SHALL BE COORDINATED BETWEEN

TRADES.

D. ALL WORK SHALL BE PERFORMED TO MINIMIZE

DISRUPTION OF AREAS OUTSIDE OF THE PROJECT

LIMITS OF WORK.

E. ALL CEILING DEMOLITION WORK TO BE COORDINATED

WITH CHANGE OF EXISTING PENDANT SPRINKLER

HEADS WITH NEW UPRIGHT SPRINKLERS SUCH THAT

THERE IS NO EXTENDED LOSS OF SPRINKLER

PROTECTION IN THE CONSTRUCTION AREA.

F. FOR FINISHES IN ALL NEW TR ROOMS - SEE ROOM

FINISH SCHEDULE SHEET A-602.

G. ALL NEW TR ROOMS TO HAVE CARBON DIOXIDE

EXTINGUISHER WITHIN 75' OF ROOM. SEE OVERALL

OR ENLARGED PLANS FOR LOCATIONS.

AREA KNOWN TO HAVE ASBESTOS

CONTAINING MATERIAL. REFERENCE

ASBESTOS INSPECTION REPORT

DONE BY TERRACON DATED

NOVEMBER 7, 2022. LOCATED IN

SPEC. SECTION 02 82 11.

TYPE:

PIPE INSULATION: YES, IN AREA OF

WORK AND ADJACENT AREAS

BLACK MASTIC: APPROX 390 SQ FT

LEAD: NO

ASBESTOS LEGEND

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

C U s e rs \l b y rd

\D o c u m e n ts \A

M E

P F

-J

C

-0 lb y rd

V D

E K

F .r v t

/1

/2

:3 :0

P

M

21-124 BUILDING 1, GROUND FLOOR,

TELECOM B009 PLAN

EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

10 37

01-A-402

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

TELECOM ROOM B009

FLOOR PLAN

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

TELECOM ROOM B009

DEMOLITION FLOOR PLAN

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

TELECOM ROOM B009

REFLECTED CEILING PLAN

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

TELECOM ROOM B009 DEMOLITION REFLECTED CEILING

PLAN

NORTH

0 2 4 8

NORTH

0 2 4 8

NORTH

0 2 4 8

NORTH

0 2 4 8

1 NEW DOOR AND FRAME, SEE SCHEDULE ON

SHEET A-601

2 NEW CARD READER

3 PATCH ALL HOLES AND DIVOTS IN SUBFLOOR

4 NEW FLOORING, SEE SCHEDULE SHEET A-602

5 EXPOSED STRUCTURE

6 NEW ROOM SIGN, REF A-602 FOR

REQUIREMENTS

7 INFILL OPENING W/ NEW 1-HOUR FIRE BARRIER.

PAINT TO MATCH ADJACENT.

8 APPLY WINDOW FILM WF-1 TO INTERIOR FACE OF

GLAZING, SEE 01-A-602 FOR DETAILS. APPROX.

WINDOW SIZE 3'-0''W X 5'-0"H

9 REPAIR APPROX. 2'x2' HOLE IN WALL ABOVE

CEILING WITH 1 HR RATED CONSTRUCTION

10 3/4" FIRE RETARDANT PLYWOOD APPLIED OVER

GYP BD FOR MOUNTING OF

TELECOMMUNICATIONS EQUIPMENT, 8” AFF TO

8’-8” AFF, PAINT W/ (2) COATS OF FIRE

RETARDANT PAINT

11 EXISTING WALL TO UNDERSIDE OF STRUCTURE

ABOVE

12 12X12 ACT TILES TO MATCH EXISTING, ADHERED

TO 5/8" GYP. BD. ON GYP. BD. CEILING

SUSPENSION SYSTEM.

13 MODIFY HAND AND BUMPER RAIL FOR NEW

DOOR

14 EXTEND EXISTING HANDRAIL AND BUMPER RAIL

15 SEAL ALL PERIMETER AND PENETRATIONS FOR A

1-HOUR FIRE BARRIER ENCLOSURE

16 RELOCATED SECURITY MIRROR.

1 REMOVE EXISTING FLOOR FINISH AND BASE

2 REMOVE EXISTING ACT CEILING, INCLUDING ELEC

AND MECH FIXTURES

3 REMOVE EXISTING DOOR, FRAME AND HARDWARE.

4 PATCH AND REPAINT WALL WHERE DIRECTION

SIGNAGE HAS BEEN REMOVED

5 REMOVE EXISTING FAN COIL UNIT. DEMOLISH

CHILLED WATER SUPPLY AND RETURN PIPING

BACK TO MAINS.

6 EXISTING CEILING TO REMAIN

7 PORTION OF EXISTING ROOM TO REMAIN. PROTECT

FINISHES AND FURNITURE.

8 REMOVE EXISTING BUMPER AND HANDRAIL

9 REMOVE EXISTING DIRECTIONAL SIGNAGE, VA TO

GIVE DIRECTION ON NEW LOCATION INSTALLATION

10 CLEAN AND PREP WINDOWS FOR FILM

INSTALLATION

11 REMOVE EXISTING SECURITY MIRROR, SALVAGE

AND STORE FOR RELOCATION.

12 AREA KNOWN TO HAVE ASBESTOS CONTAINING

PIPE INSULATION AND OR HVAC DUCT

13 AREA KNOWN TO HAVE ASBESTOS CONTAINING

FLOORING. SEE LEGEND FOR SQUARE FOR SQ. FT.

N

KEY PLAN

SCALE: NO SCALE

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

STORAGE

DB16

WORK

RM.

DB10

OFFICE

DB15A

TR

DB15B

OI&T

DB14A

TOILET

DB12

TOILET

DB11

CORRIDOR

H027

TOILET,

MALE

DB17

CORRIDOR

H024

10-A

10-A

11-A

11-A

12-A

12-A

A.1-AA.1-A

8.9-A

8.9-A

8.7-A

S-AS-A

R-AR-A

8'-5''

STORAGE

DB16

WORK

RM.

DB10

OFFICE

DB15A

OI&T

DB14A

TOILET

DB12

TOILET

DB11

CORRIDOR

H027

TOILET,

MALE

DB17

CORRIDOR

H024

OFFICE

DB15B

10-A

10-A

11-A

11-A

12-A

12-A

A.1-AA.1-A

8.9-A8.7-A

8.7-A

S-AS-A

R-AR-A

CORRIDOR

H024

8' - 0"

STORAGE

DB16

WORK

RM.

DB10

OFFICE

DB15A

OI&T

DB14A

CORRIDOR

H027

TOILET,

MALE

DB17

TOILET

DB12

TOILET

DB11

OFFICE

DB15B

10-A

10-A

11-A

11-A

12-A

12-A

A.1-AA.1-A

8.9-A8.7-A

8.7-A

S-AS-A

R-AR-A

CORRIDOR

H024

STORAGE

DB16

WORK

RM.

DB10

OFFICE

DB15A

TR

DB15B

OI&T

DB14A

CORRIDOR

H027

TOILET,

MALE

DB17

TOILET

DB12

TOILET

DB11

D B

B

8'-5"

CORRIDOR

H024

10-A

10-A

11-A

11-A

12-A

12-A

A.1-AA.1-A

8.9-A8.7-A

8.7-A

S-AS-A

R-AR-A

Maa3

01-A-6032

A. ALL EXISTING CONDITIONS ARE BASED ON THE BEST

AVAILABLE INFORMATION AT THE TIME OF THE

SURVEY AND VISUAL INSPECTION. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS.

B. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE

EXISTING TO REMAIN. ELEMENTS SHOWN WITH DARK,

DASHED LINES ARE EXISTING TO BE DEMOLISHED.

DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO

THOSE ELEMENTS SHOWN.

C. ALL WORK SHALL BE COORDINATED BETWEEN

TRADES.

D. ALL WORK SHALL BE PERFORMED TO MINIMIZE

DISRUPTION OF AREAS OUTSIDE OF THE PROJECT

LIMITS OF WORK.

E. ALL CEILING DEMOLITION WORK TO BE COORDINATED

WITH CHANGE OF EXISTING PENDANT SPRINKLER

HEADS WITH NEW UPRIGHT SPRINKLERS SUCH THAT

THERE IS NO EXTENDED LOSS OF SPRINKLER

PROTECTION IN THE CONSTRUCTION AREA.

F. FOR FINISHES IN ALL NEW TR ROOMS - SEE ROOM

FINISH SCHEDULE SHEET A-602.

G. ALL NEW TR ROOMS TO HAVE CARBON DIOXIDE

EXTINGUISHER WITHIN 75' OF ROOM. SEE OVERALL

OR ENLARGED PLANS FOR LOCATIONS.

AREA KNOWN TO HAVE ASBESTOS

CONTAINING MATERIAL. REFERENCE

ASBESTOS INSPECTION REPORT BY

RSH FROM JANUARY 28, 2019.

TYPE:

PIPE INSULATION: NO

BLACK MASTIC: YES IN ADJACENT

AREAS. APPROX 50 SQ FT

LEAD: NO

ASBESTOS LEGEND

# KEY NOTES:

# KEY NOTES:

Engineers Architects 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

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

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.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

C U s e rs \l b y rd

\D o c u m e n ts \A

M E

P F

-J

C

-0 lb y rd

V D

E K

F .r v t

/1

/2

:3 :1

P

M

21-124 BUILDING 1, GROUND FLOOR,

TELECOM DB15B PLAN

EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

LBNOVEMBER 21, 2022 WVS

11 37

01-A-403

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

TELECOM ROOM DB15B

REFLECTED CEILING PLAN

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

TELECOM ROOM DB15B DEMOLITION REFLECTED CEILING

PLAN

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

TELECOM ROOM DB15B

DEMOLITION FLOOR PLAN

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

TELECOM ROOM DB15B

FLOOR PLAN

NORTH

0 2 4 8

NORTH

0 2 4 8

NORTH

0 2 4 8

NORTH

0 2 4 8

1 CREATE ROUGH OPENING FOR NEW DOOR

2 REMOVE EXISTING DOOR HARDWARE AS

REQUIRED FOR NEW WORK

3 REMOVE EXISTING ACT CEILING, INCLUDING ELEC

AND MECH FIXTURES

4 EXISTING ROOM SIGN TO BE RELOCATED.

5 REMOVE EXISTING WALL SIGNAGE AND TURN OVER

TO VA FOR RELOCATION

6 REMOVE EXISTING FLOOR FINISH AND BASE

7 AREA KNOWN TO HAVE ASBESTOS CONTAINING

FLOORING.

1 NEW DOOR AND FRAME, SEE SCHEDULE ON

SHEET A-601

2 LOCATION OF RELOCATED ROOM SIGN

3 NEW CARD READER

4 NEW FLOORING, BASE AND FINISHES, SEE

SCHEDULE ON SHEET A-602

5 INFILL EXISTING OPENING W/ NEW 1-HOUR FIRE

BARRIER. PAINT, RUBBER BASE ON BOTH SIDES

6 NEW HARD CEILING AT 8'-5" +/- SUSPENDED

DRYWALL GRID SYSTEM WITH (2) LAYERS OF 5/8"

TYPE X GYPSUM BD. BASIS OF DESIGN: USG

DRYWALL SUSPENSION SYSTEMS OR EQUAL.

KEEP AS TIGHT AS POSSIBLE TO DUCT SUPPORT.

7 MODIFY HAND AND BUMPER RAIL FOR NEW DOOR

8 EXISTING SEMI RECESSED FIRE EXTINGUISHER

CABINET. LOCATION FOR NEW CARBON DIOXIDE

EXTINGUISHER WITH ACCOMPANYING WARNING

SIGN, FURNISHED AND INSTALLED BY

CONTRACTOR

9 EXISTING WALL TO UNDERSIDE OF STRUCTURE

ABOVE

10 WALL DOES NOT GO TO…