657-23-113JB - Construction Drawings - 4 of 14 - AE.pdf

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND

COMPARE THE CONTRACT DOCUMENTS WITH EACH

OTHER AND WITH AS-BUILT DRAWINGS PROVIDED

BY THE OWNER AND SHALL AT ONCE REPORT TO

THE ARCHITECT ERRORS, INCONSISTENCIES, OR

OMISSIONS. THE CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS AND VERIFY FIELD CONDITIONS.

2. CONFIRM ALL NEW AND EXISTING CONDITIONS WITH

THE CONTRACT DOCUMENTS. NOTIFY ARCHITECT

IMMEDIATELY IN WRITING OF ALL DISCREPANCIES

OR CONFLICTS. DO NOT PROCEED WITH WORK IN

THE AREA OF DISCREPANCY OR CONFLICT UNTIL

DIRECTION IS GIVEN BY ARCHITECT. IF

CONTRACTOR PROCEEDS WITHOUT DIRECTION

FROM ARCHITECT, IT SHALL BE AT CONTRACTORS

RISK AND CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL REQUIRED CORRECTIVE ACTION.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

AND HAS CONTROL OVER CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES, AND FOR COORDINATING ALL

PORTIONS OF THE WORK.

4. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE

THE INSTALLATION OF SYSTEMS SHOWN ON

CONSULTING ENGINEER'S DOCUMENTS.

DISCREPANCIES BETWEEN THE ARCHITECTURAL

AND CONSULTING ENGINEER;S DOCUMENTS SHALL

BE BROUGHT TO THE ARCHITECT'S ATTETION FOR

DIRECTION. CONSTRUCTION INSTALLED IN

CONFLICT WITH THE ARCHITECTURAL DRAWINGS

SHALL BE CORRECTED BY CONTRACTOR AT NO

EXPENSE TO THE OWNER.

5. THE INTENT OF THE CONTRACT DOCUMENTS IS TO

ALLOW FOR THE PERFORMANCE OF THE WORK.

EVERY ITEM NECESSARILY REQUIRED MAY NOT BE

SPECIFICALLY MENTIONED OR SHOWN. UNLESS

EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT

SHALL BE COMPLETED AND APPROPRIATELY

OPERABLE. FURNISH AND INSTALL ALL SPECIFIED

AND APPROPRIATE ITEMS, AND ALL INCIDENTAL,

ACCESSORY, AND OTHER ITEMS NOT SPECIFIED

BUT REQUIRED FOR A COMPLETE AND FINISHED

ASSEMBLY.

6. FOR APPLICABLE CODES AND STANDARDS REFER

TO LS SHEETS.

7. THE CONTRACTOR SHALL ESTABLISH CLEAR

UNDERSTANDING OF REQUIREMENTS OF THE

PROJECT, SYSTEMS AND THEIR COMPONENTS

PRIOR TO ORDERING MATERIALS OR COMMENCING

WORK.

8. THE CONTRACTOR SHALL PROVIDE SHORING,

BRACING, SUPPORT AND PROTECTION AS

REQUIRED.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS

AND METHODS OF CONSTRUCTION AND SHALL

COORDINATE ALL CONSTRUCTION EFFORTS WITH

THE OWNER'S REQUIREMENTS.

10. THE CONTRACTOR SHALL COORDINATE ALL WORK

WITH THE OWNER AND OWNER PROVIDED

CONTRACTORS, IF ANY, AS REQUIRED TO

IMPLEMENT THE SCOPE OF WORK.

11. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR

LOCATING, IDENTIFYING OR SPECIFYING MEANS OF

REMOVAL OF ANY HAZARDOUS MATERIALS.

HAZARDOUS MATERIAL TESTING SHALL BE

COMPLETED BY OWNER CONTRACTED

CONSULTANT.

12. CONTRACTOR TO COORDINATE FLOOR, WALL AND

CEILING FIRE RATINGS WITH CODE COMPLIANCE

SHEETS. ALL PENETRATIONS THROUGH RATED

ASSEMBLIES TO BE SEALED WITH AN APPROPRIATE

FIRESTOP SYSTEM WITH AN EQUAL OR GREATER

RATING THAN THE PENETRATED ASSEMBLY.

13. NON-COMPLIANT DEFECTIVE WORKMANSHIP OR

QUALITY WILL BE REJECTED DESPITE THE

ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT

DEFECTS OR DEFICIENCIES DURING

CONSTRUCTION. DEFECTIVE WORK REVEALED

WITHIN THE TIME REQUIRED BY GUARANTEES

SHALL BE REPLACED BY WORK CONFORMING TO

THE INTENT OF THE CONTRACT. NO PAYMENT,

EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED

AS AN ACCEPTANCE OF DEFECTIVE WORK OR

IMPROPER MATERIALS.

14. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS

BASED ON THE ARCHITECTS RECORD DRAWINGS

AND DISTRIBUTE ELECTRONICALLY TO THE OWNER

AT THE CONCLUSION OF THE PROJECT.

15. THROUGHOUT THE DURATION OF THE PROJECT,

THE CONTRACTOR SHALL REFRAIN FROM ACTIONS

THAT COULD LEAD TO THE FILING OF CLAIMS OF

LIEN BY SUBCONTRACTORS, SUPPLIERS OF

MATERIALS, LABOR, SERVICE, EQUIPMENT, OR ANY

OTHER INDIVIDUAL OR COMPANY SO ENTITLED

UNDER GOVERNING LAWS AND REGULATIONS,

UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN

BE SHOWN. APPROVAL FOR PAYMENT SHALL BE

CONTINGENT UPON THE CONTRACTOR'S OBTAINING

AND FURNISHING TO THE ARCHITECT SIGNED

RELEASES FROM SUCH INDIVIDUALS OR

COMPANIES.

25. COORDINATE ALL WORK WITH BUILDING OWNER SO

AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY

TENANT IN THE BUILDING. AVOID CONFLICT AND

INTERFERENCE WITH NORMAL BUILDING

OPERATIONS BY COMPLYING WITH THE BUILDING'S

REGULATIONS REGARDING SCHEDULING AND USE

OF ELEVATORS AND LOADING DOCKS FOR

DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT,

AND DEBRIS.

26. ALL SIGNAGE IS NIC UNLESS NOTED OTHERWISE.

16. EXECUTE WORK IN ACCORDANCE WITH ANY AND

ALL APPLICABLE LOCAL, STATE, AND FEDERAL

CODES, MANUFACTURER'S RECOMMENDATIONS,

AND TRADE AND REFERENCED STANDARDS,

INCLUDING BUT NOT LIMITED TO: IBC, NEC AND NFPA

(LATEST APPLICABLE ENFORCED EDITIONS

REFERENCED).

17. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL

GOVERN. DETAILS SHALL GOVERN OVER PLANS

AND ELEVATIONS. LARGE SCALE DETAILS SHALL

GOVERN OVER SMALL SCALE DETAILS. WRITTEN

SPECIFICATIONS SHALL GOVERN OVER ALL.

18. THERE SHALL BE NO SUBSTITUTION OF MATERIALS

WHERE A MANUFACTURER IS SPECIFIED. WHERE

THE TERM "OR EQUAL" IS USED, THE ARCHITECT

ALONE SHALL DETERMINE EQUALITY BASED UPON

INFORMATION SUBMITTED BY THE CONTRACTOR,

INCLUDING THE ARCHITECTS SUBSTITUTION FORM

CLEARLY IDENTIFIED AS A "REQUEST FOR

SUBSTITUTION". CONTRACTOR SHALL ALSO LIST

CREDIT TO THE CLIENT FOR USE OF SUBSTITUTION.

19. DO NOT PROCEED WITH ANY WORK REQUIRING

ADDITIONAL COMPENSATION BEYOND THE

CONTRACT AMOUNT WITHOUT WRITTEN

AUTHORIZATION FROM THE OWNER. FAILURE TO

OBTAIN AUTHORIZATION SHALL INVALIDATE ANY

CLAIM FOR EXTRA COMPENSATION.

20. UPON COMPLETION OF THE WORK BY THE

CONTRACTOR, THE CONTRACTOR SHALL NOTIFY

THE ARCHITECT IN WRITING OF SUCH COMPLETION.

THE ARCHITECT SHALL ATTEND THE PUNCH LIST

WALK THROUGH CONDUCTED BY THE GENERAL

CONTRACTOR. THE GENERAL CONTRACTOR SHALL

PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE

FINISHED OR COMPLETED PRIOR TO THIS WALK

THROUGH. THE GENERAL CONTRACTOR SHALL

TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH

ITEMS TO BE COMPLETED OR CORRECTED AS A

RESULT OF THIS WALK THROUGH. THIS PUNCH LIST

IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL

CONTRACTOR TO THE TENANT, OWNER AND

ARCHITECT.

21. IT IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR TO REVIEW ALL SUBMITTALS AND

SHOP DRAWINGS FOR APPROPRIATENESS AND

COMPLIANCE WITH THE CONTRACT DOCUMENTS

PRIOR TO SENDING SHOP DRAWINGS TO THE

ARCHITECT OR ENGINEER FOR REVIEW. A STAMP

OR STATEMENT TESTIFYING THE CONTRACTOR HAS

REVIEWED THE SHOP DRAWINGS, INCLUDING THE

DATE REVIEWED, MUST BE AFFIXED TO THE FIRST

PAGE OF EACH SUBMITTAL.

22. PROVIDE METAL OR FIRE RETARDANT WOOD

BLOCKING FOR ALL SIGNS, HOOKS, TOILET ROOM

ACCESSORIES, AND ANY OTHER CEILING OR WALL

MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING

REQUIREMENTS REQUIRED WITH ARCHITECT.

23. COORDINATE WORK OF VARIOUS TRADES IN

INSTALLATION OF INTERRELATED WORK BEFORE

INSTALLATION OF WORK BY ANY TRADE, INCLUDING

VENDORS. GENERAL CONTRACTOR TO MAKE

PROPER PROVISIONS TO AVOID INTERFERENCE.

24. GENERAL CONTRACTOR TO PROVIDE PORTABLE

FIRE EXTINGUISHERS AT THE JOB SITE FOR THE

DURATION OF DEMOLITION AND CONSTRUCTION AS

REQUIRED BY THE LOCAL FIRE DEPARTMENT.

Z

Z

LEVEL

#'-##" AFF

A2.3 A1

123A

X X

Door Tag

Window Tag

Keyed Note

Ceiling Tag ACT = Material

Floor Transition Tag X = Material

Revision Tag

Centerline Mark

Existing Construction shown Halftone

Demolished Items shown Dashed

New Construction shown Solid

Exterior Elevation Mark X = Elevation Number Y#.## = Sheet Number

North Arrow & True North Indicator

Wall Section Mark X = Elevation Number Y#.## = Sheet Number

Detail Mark X = Elevation Number Y#.## = Sheet Number

Room Tag A100 = Room Number

Detail / Plan Callout X = Elevation Number Y#.# = Sheet Number

Elevation Datum

New Column Line

Existing Column Line

02.03

Partition Type:

Refer to Partition Type Sheet

X Y#.##

X Y#.##

Y#.##

X

SIM

X

SIM

X

SIM

X

SIM

Y#.##

X

SIM

X

SIM

X

SIM

X

SIM

X Y#.##

X Y#.##

Building Section Mark X = Elevation Number Y#.## = Sheet Number

Interior Elevation Mark X = Elevation Number Y#.## = Sheet Number xxx Corner Guard

99' - 10 11/16"

[L###] Millwork Tag Refer to Millwork Elevation Types Sheet(s)

Fixture / Accessory Tag

ALIGN

Align Items

Survey PointWork Point

Exit Sign (Arrows = Direction to Exit)

TRUE

NORTH

ROOM NAME

A100

150 SF

Volume

X

BRICK & TILE (CUT)

ASPHALT (CUT)

CMU (CUT)

CONCRETE (CUT)

EARTH: COMPACTED FILL

EARTH: UNDISTURBED

GLASS (CUT)

GRAVEL: CRUSHED

GROUT / MORTAR

GYSPUM BOARD: INTERIOR (CUT)

INSULATION: BATT

INSULATION: RIGID (CUT)

INSULATION: SPRAY FOAM

INSULATION: MINERAL

FIBER BOARD

INSULATION: DENSE

PACK CELLULOSE

STEEL

WOOD FRAMING / BLOCKING

WOOD FINISH (FACE)

WOOD FINISH (CUT)

WOOD SHEATHING (FACE)

WOOD SHEATHING (CUT)

ALUMINUM (CUT)

CONTINUOUS NOT CONTINUOUS

GYSPUM BOARD: EXTERIOR (CUT)

STEEL

LEVEL 2

LEVEL 3

2C19

3C17

Project Area, B Business

Occupancy Use Groups

EGRESS DOOR TAG

EXIT

MAXIMUM ACTUAL

A101.1

231 000

DOOR NUMBER

EXISTING 2-HOUR RATED PARTITION

ANTICIPATED OCCUPANT CAPACITY

MAXIMUM OCCUPANT CAPACITY

PATH OF TRAVEL TO EXIT

Demo Area Outside Labs C219 and C317 (Refer to sheet 1-AE-100 for full extent of Demo Scope)

Occupied Spaces Not in Contract (NIC)

NEW 1-HOUR RATED PARTITION (REFER TO SHEET

1-AE-101)

EXISTING 20 MIN PARTITION

1. AREAS SHOWN IN LS SHEETS ARE DIAGRAMMATIC ONLY AND

SHOULD NOT BE USED AS THE BASIS OF MATERIAL

CALCULATIONS OR QUANTITIES.

2. ALL FIRE RATINGS SHOWN IN LS SHEETS ARE TO BE

COORDINATED WITH PARTITION TYPE TAGS IN FLOOR PLANS.

CONTRACTOR TO NOTIFY ARCHITECT OF ANY DESCREPANCIES

BETWEEN TAGS AND LS SHEETS. IF THE CONTRACTOR CHOOSES

TO PROCEED WITHOUT NOTIFYING THE ARCHITECT AND

RECEIVING DIRECTION FOR ANY CLARIFICATION OR

DISCREPANCY, THE CONTRACTOR DOES SO AT THEIR OWN RISK.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

SUB-CONTRACTORS, INCLUDING THOSE HIRED BY THE OWNER,

TO PROVIDE ALL FIRE RATED REQUIREMENTS ASSOCIATED WITH

ELEMENTS INCLUDING BUT NOT LIMITED TO MECHANICAL,

ELECTRICAL & PLUMBING PENETRATIONS, DOORS AND OTHER

OPENINGS.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE

EGRESS PATHS THROUGHOUT THE DURATION OF DEMOLITION

AND CONSTRUCTION, MAINTAINING REQUIRED MEANS OF

EGRESS FREE OF DEBRIS AND OTHER OBSTRUCTION.

5. EXIT SIGNS NOT SHOWN ON THIS PLAN - COORDINATE WITH RCP

& ELECTRICAL DRAWINGS IF APPLICABLE.

CODE DATA

Primary Structural Frame

Bearing Walls - Exterior

Bearing Walls - Interior

Nonbearing Walls & Partitions - Exterior

Nobearing Walls & Partitions - Interior

Floor Construction & Associated Secondary Members

Roof Construction & Associated Secondary Members

Building Code 2015 International Existing Building Code (IEBC)

2015 International Mechanical CodeMechanical Code

2015 Uniform Plumbing CodePlumbing Code

2014 NFPA 70 National Electrical CodeElectrical Code

B-BusinessUse Group

Fully SprinkleredFire Suppression

IBConstruction Type

302.1

901.6

602.1

Notes:

1. No changes to egress.

2. No changes to occupancy.

3. Renovations per IEBC 2015; Alterations Level 2 (801).

4. NFPA referenced sections are based on 2021 NFPA 101 Existing Business

Occupancy 39.1 and as referenced in IEBC 2021

Fire Resistance Rating Chart

Building Element TYPE I

A B

2015 International Energy Conservation CodeEnergy Code

2015 International Fire CodeFire Protection Code

IBC

Reference

NFPA STATE

6.1.11

9.11.4.1

II (222)

EXIT

MAXIMUM ACTUAL

STAIR

EXIST

EXIT

MAXIMUM ACTUAL

STAIR

EXIST

EXIT

MAXIMUM ACTUAL

STAIR

EXTG

EXIT

MAXIMUM ACTUAL

STAIR

EXTG

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SPRINKLERED

CONSTRUCTION DOCUMENTS

12-22-2023 RD NB

1-AE-000

ARCHITECTURAL GENERAL - CODE

INFORMATION

No. Name

00-COVER SHEET

1-AE-000 ARCHITECTURAL GENERAL - CODE INFORMATION

40-ARCHITECTURAL DEMOLITION

1-AE-100 ARCHITECTURAL DEMOLITION PLANS

45-ARCHITECTURAL

1-AE-102 3C17 - PLANS

45-ARCHITECTURAL (A)

1-AE-101 2C19 - PLANS

1-AE-103 ROOF PLAN

1-AE-104 FINISH PLANS

1-AE-106 AREA PLANS

1-AE-401 2C19 - INTERIOR ELEVATIONS

1-AE-402 3C17 - INTERIOR ELEVATIONS

1-AE-501 MILLWORK ELEVATIONS & DETAILS

& AND

AB ACOUSTICAL BAFFLE

AC ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

ADJC ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACOUSTICAL PANEL

APPL APPLIANCE

ARCH ARCHITECT(URAL)

ASSY ASSEMBLY

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BL BLINDS

BLDG BUILDING

BLKG BLOCKING

BOD BOTTOM OF DECK

BR BRICK

BTWN BETWEEN

BU BUILT UP

C CARPET

CAB CABINET

CEM CEMENT(ITIOUS)

CER CERAMIC

CIP CAST-IN-PLACE

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CN CONCRETE

CO CLEANOUT

COILG COILING

COL COLUMN

COMM COMMUNICATION

CONSTR CONSTRUCTION

CONT CONTINUOUS(ATION)

CONTR CONTRACT(OR)

CSJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

D DEEP, DEPTH

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION, DIVIDE

DN DOWN

DP DRAPERY

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EA EACH

EF EPOXY FLOOR

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENGR ENGINEER(ED)

ENTR ENTRANCE

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

F FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND

CABINET

FHC FIRE HOSE AND CABINET

FIN FINISH

FLR FLOOR(ING)

FP FIRE PROTECTION, FIRE

PROOFING

FR FIRE RAT(ING)(ED)

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PANEL

FTG FOOTING

FTWD FIRE TREATED WOOD

FURN FURNITURE

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

FXD FIXED

FXTR FIXTURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GF GLASS FILM

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS

GP GRAPHIC

GR GRAD(E)(ING)

GSB GYPSUM SHEATHING BOARD

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIBB

HD HEAD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HO HOLD OPEN

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATIING, AND

AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

KB KNEE BRACE

KIT KITCHEN

LAB LABORATORY

LAV LAVATORY

LB POUND

LF LINEAR FEET

LP LOW POINT

LT LIGHT

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MD METAL DECK

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MGT MANAGEMENT

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MW MICROWAVE

NA NOT APPLICABLE

NIC NOT IN CONTRCT

NO NUMBER

NOM NOMINAL

NOMINAL

NS NARROW STILE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OF OUTSIDE FACE

OHD OVERHEAD DOOR

OPNG OPENING(S)

OPP OPPOSITE

OPT OPTIONAL

ORD OVERFLOW ROOF DRAIN

OVFL OVERVLOW

PBD PARITICLE BOARD

PC PRIVACY CURTAIN

PL PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

PORT PORTABLE

PREFAB PREFABRICATED

PREFIN PREFINISHED

PROP PROPERTY

PT PAINT

PTN PARTITION

PTWD PRESSURE TREATED WOOD

PV PAVER

QTR QUARTER

QTY QUANTITY

R RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDR READER

RECES RECESSED

RECT RECTANG(LE)(ULAR)

REF REFER(ENCE)

REFL REFLECTED

REFR REFRIGERATOR

REINF REINFORCED(D)(ING)(MENT)

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RS ROLLER SHADES

RTU ROOF TOP UNIT

SC SOLID CORE

SCHED SCHEDULE

SCR SCRIBE

SECUR SECURITY

SF SQUARE FEET

SG SINGLE

SHTHG SHEATHING

SIM SIMILAR

SK SINK

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STONE

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYS SYSTEM(S)

T TILE

T&G TOUNGUE AND GROOVE

TB TACK BOARD

TD TRENCH DRAIN

TEL TELECOM

TGL TEMPERED GLASS

THK THICK

TLT TOILET

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOS TOP OF STEEL

TOW TOP OF WALL

TR TREAD

TRTD TREATED

TYP TYPICAL

UNFIN UNDERLAYMENT

UNO UNLESS NOTED OTHERWISE

UP UPHOLSTERY

UR URINAL

UTIL UTILITY

VAR VARI(ES)(ATION)

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WIDTH

W/ WITH

W/O WITHOUT

WB WOOD BASE

WBL WOOD BLOCKING

WC WATER CLOSET

WC WALL COVERING

WD WOOD

WDW WINDOW

WO WHERE OCCURS

WP WALL PROTECTION

WT WEIGHT

WTPR WATERPROOFING

YD YARD

TRUE

NORTH

NOT TO SCALE

Key Plan

GENERAL PROJECT NOTES: MATERIAL HATCHES: SYMBOLS LEGEND:

INDEX TO DRAWINGS:

ABBREVIATIONS:

L.S PLAN LEGEND:

GENERAL L.S PLAN NOTES:

SCALE: 1/32" = 1'-0"1-AE-000

4F LIFE SAFETY PLAN - SECOND FLOOR

SCALE: 1/32" = 1'-0"1-AE-000

7F LIFE SAFETY PLAN - THIRD FLOOR

Fox, Inc. dba Fox Architects 1 S Memorial Dr., Suite 1800

St. Louis, MO 63102

LIFE SAFETY CODE REFERENCES

3C172C19

SYMBOLS LEGEND:MATERIAL HATCHES:GENERAL PROJECT NOTES:

Note: Laboratory units and laboratory hoods in which chemicals are present shall be continuously ventilated under normal operating conditions.

01-18-2024

LEVEL 2

LEVEL 3

2C19

3C17

LEVEL 1

1C19

2C17

DEMOLISH EXISTING

PLASTER AND LATH

FURR-OUT

DEMOLISH LOOSE PLASTER,

WIRE BRUSH REMAINING

SURFACES IN PREPARATION OF

NEW FINISH FROM SILL TO

HEAD. SEE THE FINISH PLAN

FOR MORE INFORMATION.

(TYPICAL FOR ALL WINDOW

OPENINGS)

DEMOLISH EXISTING DOOR &

FRAME, SEE PLAN 5F/1-

AE-101 FOR NEW DOOR

DEMO EXISTING WINDOW GLAZING AND INTERIOR

FRAMING, KEEP EXISTING ALUMINUM EXTERIOR FRAME IN

PLACE AND INTACT AS IS, INCLUDING EXISTING EXTERIOR

SEALANT. TWO WINDOWS THIS ROOM

VACANT

3C21

HAC

3C20

DEMOLISH EXISTING

PLASTER AND LATH CHASE

SEE MD-SERIES DRAWING

FOR MORE INFORMATION

DEMOLISH LOOSE PLASTER,

SCRATCH FACE OF REMAINING

PLASTER IN PREPARATION OF NEW

FINISH FROM SILL TO HEAD (TYP)

DEMOLISH EXISTING PLASTER

AND LATH FURR-OUT

DEMOLISH EXISTING DOOR &

FRAME, SEE PLAN 5F/1-AE-102

FOR NEW DOOR

DEMOLISH EXISTING PLASTER

AND LATH, CLAY-TILE

PARTITION FOR NEW DOOR

SEE SHEET 1-AE-102 FOR

NEW DOOR LOCATION

OFFICE

3C26

LAB

3C18

LAB

3C17

LAB

3C15

CORIDOR

H305

CORRIDOR

H304

MECHANICAL

3C23

CHASE

CH-C-8

DEMOLISH THE EXISTING

HANDRAIL AND LOWER

BUMPERRAIL TO NEAREST

SEAM

CHASE

CH-C-6

(TYP) SEE SHEET 1-GJ-001 FOR

MORE INFORMATION ON ICRA

PARTITION REQUIREMNETS

DEMO EXISTING WINDOW GLAZING AND

INTERIOR FRAMING, KEEP EXISTING

ALUMINUM EXTERIOR FRAME IN PLACE AND

INTACT AS IS, INCLUDING EXISTING EXTERIOR

SEALANT. TWO WINDOWS THIS ROOM

(TYP) SEE SHEET 1-GJ-001

FOR

MORE INFORMATION ON ICRA

PARTITION REQUIREMNETS

REMOVE PORTION OR ENTIRETY OF AN EXISTING

COMPONENT - ACCOMPANIED w/ A KEYED NOTE.

COORDINATE w/ NEW WORK.

NOTE:

ALL ITEMS TO BE DEMOLISHED WILL BE SHOWN DASHED AND KEY

NOTED UNLESS IT IS A TYPICAL ITEM BEING DEMOLISHED AND THEN IT

MAY ONLY BE NOTED ONCE, BUT WILL BE GRAPHICALLY SHOWN AS

DEMOLISHED

EXISTING WALL TO REMAIN -

PROTECT DURING CONSTRUCTION

EXISTING DOOR TO REMAIN -

PROTECT DURING CONSTRUCTION

PARTITION TO BE DEMOLISHED

TEMPORARY CONSTRUCTION ICRA BARRIER

DEMOLISHED DOOR IN EXISTING WALL -

PROTECT WALL DURING CONSTRUCTION

OFFICE

2C13

OFFICE

2C14

CORRIDOR

H205

OFFICE

2C12

(TYP) SEE SHEET 1-GJ-001 FOR

MORE INFORMATION ON ICRA

PARTITION REQUIREMNETS

EXTENT OF LAB 3C17 ABOVE

SHARED

OFFICE

C106A

OFFICE

C106

OFFICE

C105

WAITING RM

H115A

EXTENT OF LAB 2C19 ABOVE

(TYP) SEE SHEET 1-GJ-001 FOR

MORE INFORMATION ON ICRA

PARTITION REQUIREMNETS

GWB8'-0"

GWB7'-3"

ACT8'-6"

GWB8'-0"

OFFICE

3C26

MECHANICAL

3C23

VACANT

3C21

LAB

3C18

LAB

3C17

LAB

3C15

CORRIDOR

H304

CORIDOR

H305

HAC

3C20

11'-0"

GWB8'-6"

THIS ROOM HAD BEEN DEMO

UNDER A PREVIOUS PROJECT.

SEE MECH DRAWINGS FOR NEW

WORK, ALL NEW WORK TO BE

HELD 9'-0" AFF. EXISTING CEILING

WAS AT 8'-8" AFF.

THIS ROOM HAD BEEN DEMO

UNDER A PREVIOUS PROJECT.

SEE MECH DRAWINGS FOR NEW

WORK, ALL NEW WORK TO BE

HELD 9'-0" AFF. EXISTING CEILING

WAS AT 8'-8" AFF

THIS ROOM HAD BEEN

DEMO

UNDER A PREVIOUS

PROJECT

(TYP) SEE SHEET 1-GJ-001 FOR

MORE INFORMATION ON ICRA

PARTITION REQUIREMNETS

ACT8'-11"

1' x 4' LAY-IN LIGHT FIXTURE

2' x 4' SURFACE MOUNTED

LIGHT FIXTURE

2' x 4' LAY-IN LIGHT FIXTURE

1' x 1' RETURN AIR DEVICE

2' x 2' SUPPLY AIR DEVICE

SPRINKLER HEAD

FIRE ALARM/STROBE

SMOKE DETECTOR

SPEAKER

EXIT LIGHT

EXISTING LIGHTING

EXISTING MECH

EXISTING LIFE SAFETY

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SPRINKLERED

CONSTRUCTION DOCUMENTS

12-22-2023 Checker Author

1-AE-100

ARCHITECTURAL DEMOLITION PLANS

TRUE

NORTH

NOT TO SCALE1-AE-100

1 KEY PLAN-DEMOLITION

DEMOLITION NOTES:

FLOOR PLAN LEGEND:

SCALE: 3/16" = 1'-0"1-AE-100

8F LAB - 2C19 CHEMICAL LAB

SCALE: 3/16" = 1'-0"1-AE-100

1F LAB - 3C17 & 3C26 BIOSAFETY LABS

1. THE DEMOLITION PLANS INTEND TO INDICATE THE GENERAL

NATURE OF THE DEMOLITION SCOPE. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITE AND

VERIFYING THE EXISTING CONDITIONS.

2. COORDINATE WITH THE COR BEFORE DEMOLITION OCCURS FOR

STAGING, TEMPORARY SERVICES SHUTDOWNS, AND OTHER

SERVICES AND SITE ACCESS AS NOTED IN THE SPECIFICATIONS

SECTION 02 41 00 DEMOLITION.

3. THIS SHEET SHOWS THE EXISTING CEILING AREAS BELOW THE

PRIMARY PROJECT AREA. THE DEMOLITION SHOULD BE LIMITED

TO REMOVING EXISTING CEILING TILES, SOME GRID SECTIONS,

AND EXISTING, MECHANICAL AND ELECTRICAL CEILING DEVICES

AS REQUIRED TO ACCESS THE MEP ITEMS NOTED ABOVE.

REINSTALL EXISTING CEILING ITEMS REMOVED

SCALE: 3/16" = 1'-0"1-AE-100

5B SECOND FLOOR RCP - BELOW LAB 3C17SCALE: 3/16" = 1'-0"1-AE-100

1B FIRST FLOOR RCP - BELOW LAB 2C19

SCALE: 3/16" = 1'-0"1-AE-100

1D THIRD FLOOR RCP

RCP DEMO LEGEND:

FOR MORE INFORMATION, SEE THE

LEGEND ON THIS SHEET FOR THE

HATCH AREA KEY AND 1F/1-AE-100.

01-18-2024 RD NB

UNDER CABINET

TASK LIGHTS

UNDER CABINET

TASK LIGHTS

1'-9"

ACT-1

8'-10'' AFF

SEE THE EXTENT OF THE FIRE PROTECTION SCOPE ON SHEET

1-FP-101, BUT DIMENSIONALLY LOCATE THE SPRINKLER HEADS

CENTERED IN THE CEILING PAD AS INDICATED HERE. (TYP)

SKIM COAT EXTG PLASTER

WITH MODIFIED GWB MUD AT

HEAD. (TYP)

SEE MECH DWGS FOR

CONNECTIONS

PROVIDE METAL

SHROUD FROM THE

TOP OF THE HOOD

TO THE UNDERSIDE

OF THE CEILING,

MATCHING

CASEWORK.

SEE MECH DWGS

FOR THROUGH

CEILING

CONNECTIONS

FROM HOOD TO

DUCTWORK ABOVE.

1-AE-401

2F

7F

1-AE-401

4D

LAB

2C19

CHEMICAL HOOD:

CO2, VACUUM, LPG

AND TYPE 2 WATER

POWER COMM, AIR, VACUUM,

AND LPG

SAFETY SHOWER &

EYE WASH

POWER/COMM, AIR,

VACCUM, AND LPG

9'-6"

MOBILE LAB CART

-80 FREEZER-20 FREEZER+4 REFRIGERATOR

GLASWARE WALL

AND COUNTER

DRYING STATION

24''

15''

MOBILE

18''

MOVABLE

15''

MOBILE

18''

MOVABLE

24''

M O

B

IL

E

A D

A

M O

B

IL

E

ALIGN

G2

G1

G11

F3F2F1

RE: 3D/1-AE-402

FOR TANK RACK

3 1/8" 2'-7"

1-AE-4017D

1'-3"

ALIGN

N TANKS

MED GAS TANKS

ALIGN

1-AE-401

4D

SIM

36''

2D 1-AE-4012D

SIM

PULL-OUT U.C.

VACUUM PUMP

G6

C1.2 1C1.2 1

TYPE 2 EQUIPMENT

WALL MOUNTED

TYPE 2 TANK MOUNTED

TO WALL

ABOVE EQUIP

C2A

C2B

C1.2 Ab

SOLID SURFACE

INTEGRAL BOWL

SINK

TYPE 2 WATER

DISPENSER

.5

W x

"D

.5 "H

C L E

A R

G7

SKIM COAT EXTG PLASTER

WITH MODIFIED GWB MUD

FROM SILL TO HEAD. (TYP)

REPLACE THE EXISTING DEMOLISHED

CHASE WITH NEW PARTITION C1.2 Ab IN

SAME LOCATION

NEW PARTITION B1.2 Ab IN SAME

LOCATION AS DEMOLISHED CHASE

FURR-OUT IN

FRONT OF THE

EXISTING

PARTITIONS WITH

THE NEW

PARTITION C1.2 Ab

G2

G1

P U

M P

C A

B

24''

TYPE 1 WATER

EQUIP MOUNTED TO

WALL

G3

8B

1-AE-401

B1.2 Ab A2.3 Ab

G8

B3

T2

T3

TYPICAL ALIGN EXPOSED

CABINET CHASE IN-FILL

PANEL WITH FACE OF

BASE

T1

36" AFF

34" AFF

G5

C1.2 Ab

3 1/8" 2'-6" 4'-9" 10'-5"(+/-) 2'-6" 3 1/8"4'-9"

2C

EXISTING WALL TO REMAIN -

PROTECT DURING CONSTRUCTION

EXISTING DOOR TO REMAIN -

PROTECT DURING CONSTRUCTION

TEMPORARY CONSTRUCTION BARRIER

1. SEE A0 SHEETS FOR TYPICAL FIXTURE & ACCESSORY MOUNTING

HEIGHTS AND REQUIRED CLEARANCES.

2. REFER TO CIVIL, STRUCTURAL AND MEP-FP DOCUMENTS FOR

REMAINDER INFORMATION NOT INDICATED ON ARCHITECTURAL

PLANS.

3. THE WORD "ALIGN" AS USED IN THESE DOCUMENTS SHALL

SUPERSEDE ANY DIMENSIONAL INFORMATION INDICATED. IF

DISREPENCIES OCCUR NOTIFY THE ARCHITECT IMMIDIATELY.

4. TYPICAL DIMENSIONS ARE TO THE FACE OF NEW CONSTRUCTION

OR TO THE COLUMN CENTER LINE. REFER TO ENLARGED PLAN

DETAILS FOR ADDITIONAL INFORMATION.

5. ALL ANGLES ARE 45, 90, 135 DEGREES UNO.

6. CONTROL JOINTS IN GYPSUM BOARD ASSEMBLIES INDICATED ON

PLANS AND INTERIOR ELEVATIONS ARE SHOWN AT SELECT

AREAS ONLY. IT IS GENERAL CONTRACTORS RESPONSIBILITY TO

PROVIDE CONTROL JOINTS IN ALL GYPSUM BOARD ASSEMBLIES

TO MEET REQUIREMENTS OUTLINED BY USG.

7. DIMENSIONS NOTED "CLEAR", "CLR" OR "HOLD" MUST BE

ACCURATELY MAINTAINED AND SHALL NOT VARY MORE THAN

+/- 1/8" WITHOUT APPROVAL FROM THE ARCHITECT.

8. INSTALL WATER RESISTANT GYPSUM WALL BOARD AT ALL "WET"

LOCATIONS.

9. PATCH AND REPAIR ALL EXISTING SURFACES AS NECESSARY

BEFORE APPLICATION OF NEW FINISHES/MATERIAL. ALL

DEFECTIVE FINISHES SHALL BE REMOVED AND REPAIRED PRIOR

TO APPLICATION OF NEW MATERIAL.

1. PROVIDE LEVEL 4 FINISH UNLESS NOTED OTHERWISE. PATCH AND

REPAIR SURFACES TO MATCH ADJACENT OR ADJONING SURFACES

WHERE REQUIRED. ALL SURFACES TO BE ALIGNED.

2. ALL NON-LOAD BEARING PARTITIONS SHALL BE CONSTRUCTED TO LIMIT

DEFLECTION PER LATEST PUBLISHED BUILDING CODE RESTRICTIONS

AND MANUFATURERS DATA - MOST STRINGENT.

3. PROVIDE APPROVED SHEET METAL BACKING OR FIRE TREATED WOOD

BLOCKING AT LOCATIONS INCLUDING BUT NOT LIMITED TO: SHELVING,

WALL CABINETS & SIGNAGE. CONTRACTOR IS RESPONSIBLE FOR

DETERMINING AND COORDINATING BLOCKING FOR ALL ITEMS

DESCRIBED IN DRAWINGS.

4. ALL GYPSUM BOARD PARTITIONS RECEIVING RUBBER BASE

(REGARLDESS OF HEIGHT) TO BE FINISHED SMOOTH TO FLOOR.

5. PROVIDE DOUBLE FRAMING AT ALL JAMBS AND CASED OPENINGS.

6. ISOLATE NON-LOAD BEARING PARTITIONS FROM STRUCTURAL

ELEMENTS WITH SLIP CONNECTIONS TO PREVENT TRANSFER OF LOADS

TO PARTITION FRAMING.

7. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE CONTROL

JOINTS IN ALL GYPSUM BOARD ASSEMBLIES TO MEET REQUIREMENTS

OUTLINED BY USG. REVIEW FINAL LOCATIONS OF CONTROL JOINTS

WITH ARCHITECT PRIOR INSTALLATION.

8. METAL STUD SPACING TO BE 16" O.C. UON.

9. ALL GYPSUM BOARD TO BE 5/8" UON.

10. FINISH MATERIALS SUCH AS TILE, WALL PANELING, TRIM, BASE, ETC.

ARE NOT SHOWN AS AN INTEGRAL PART OF THE PARTITION TYPE.

REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS.

11. WALLS TO BE FULLY BRACED TO ABOVE FINISH CEILING, UON.

12. PROVIDE BRACING AT MAX STUD SPACING INDICATED.

13. MAINTAIN FIRE RATING

14. ALL GYPSUM BOARD IN WET LOCATIONS TO BE REPLACED WITH

MOISTURE & MOLD RESISTANT GYPSUM BOARD.

A1.3

PARTITION TYPE

Ab

FRAMING SIZE

ACOUSTICAL REQUIREMENTS

PARTITION HEIGHT / FIRE RATING

ID SIZE

1. 1 5/8"

2. 2 1/2"

3. 3 5/8" (OR MATCH EXTG

PARTITION THICKNESS)

FRAMING SIZE

ID REQUIREMENT

~ NO INSULATION REQUIRED

b UNFACED SOUND ATTENUATION BATT - FULL

HEIGHT OF CAVITY, ALL STUD BAYS TO BE FILLED

ACOUSTICAL REQUIREMENTS

ID REQUIREMENT

A EXTEND STUDS TO B.O. STRUCTURE ABOVE

EXTEND GYPSUM WALLBOARD ABOVE CEILING 6" MIN

PARTITION HEIGHT / FIRE RATING DESIGNATION

B.0. STRUCTURE

LINE OF CEILING

FINISHED FLOOR

A

A2

SOUND ATTENUATION

BLANKETS PER ACOUSTICAL

/ THERMAL REQUIREMENTS

GYPSUM WALLBOARD -

EACH SIDE

MTL. STUDS

@ 16" O.C. (MAX.)

SOUND RATING NOTE:

@ ACOUSTICALLY SOUND RATED

WALLS: STC 45-49

B1

REF: PLAN

SOUND ATTENUATION

BLANKETS PER ACOUSTICAL

/ THERMAL REQUIREMENTS

GYPSUM WALLBOARD -

ONE SIDE

MTL. STUDS

@ 16" O.C. (MAX.)

EXTERIOR WALL, SUBSTRATE,

REFERENCE LINE OR OTHER

WHERE OCCURS

UON MATCH EXISTING

C1

SOUND ATTENUATION

BLANKETS PER ACOUSTICAL

/ THERMAL REQUIREMENTS

GYPSUM WALLBOARD

C-H MTL. STUDS

@ 24" O.C. (MAX.)

FIRE RATING NOTE:

@ 1 HOUR RATED LOCATIONS:

ASSEMBLY SHALL CONFORM TO UL

DESIGN NO. U415

1" PLASTERBOARD

SHAFT LINER

1/2" CONTROL JOINT

1/2" CONTROL JOINT

RUNNER TRACK

SILL CONDITION

STUD CRIPPLE

STUD CRIPPLE - OMITTED AT

CONNECTION FOR CLARITY

RUNNER TRACK, COPE AND BEND

JAMB STUDS (DOUBLE STUDS AT

JAMB FOR PARTITION OPENINGS

GREATER THAN 2'-0" IN WIDTH

RUNNER TRACK

CONTRACTOR'S OPTION: IN LIEU

OF COPED AND BENT RUNNER

TRACK, PROVIDE ANGLE

2x2xSTUD WIDTHx16 GA -

FASTENED TO JAMB STUDS AND

RUNNER TRACK.

FASTENER, TYP

HEAD CONDITION

LEVEL 2

LEVEL 3

2C19

3C17

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SPRINKLERED

CONSTRUCTION DOCUMENTS

12-22-2023 RD NB

1-AE-101

2C19 - PLANS

TRUE

NORTH

SCALE: 1/2" = 1'-0"1-AE-101

1F 2C19 - RCP

TRUE

NORTH

SCALE: 1/2" = 1'-0"1-AE-101

5F 2C19 - FLOOR PLAN

SHEET NOTES:

GENERAL PLAN NOTES:

FLOOR PLAN LEGEND:

A. REFER TO SHEET 1-AE-101 FOR GENERAL NOTES, PLAN LEGEND,

CEILING LEGEND, AND LIGHT FIXTURE LEGEND, APPLICABLE TO THIS

SHEET'S PLANS.

Equipment Schedule

# Equipment Name Count

Size

CommentsHeight Width Depth

B2.1 1

B3 2 7'-6" 4'-0" 3'-3"

T1 1

T2 1

T3 1

Biology

B2 Tissue Culture Incubator 1

G11 Safety Cabinet 1 5'-5" 3'-0" 1'-10"

Common Both Labs

G1 Nitrogen Gas Tanks 3 3-6" 0'-10" 0'-10"

G2 Nitrogen Gas Tanks 1 3-6" 0'-10" 0'-10"

G8 Tank Rack 2 2'-6" 3'-10" 2'-2" 5

Freezer/Cooler

F1 +4 Refridgerator 2 5'-9" 2'-9" 2'-10" 1

F2 -20 Freezer 2 5'-9" 2'-9" 2'-10" 1

F3 -80 Freezer 1 5'-9" 2'-9" 2'-10" 1

General Equipment

G2 Med Tanks 3 3-6" 0'-10" 0'-10"

G3 LPG Gas Tanks 1 3-6" 0'-10" 0'-10" SEE G10

G4 CO2 Gas Tanks 1 3-6" 0'-10" 0'-10"

G5 Safety Shower & Eye Wash 1 4

G6 Pull-out U. C. Vaccum Pump 2 2'-0" 2'-2 1'-8'

G7 U. C. Glassware Washer 2 2'-11" 2-'0" 2'-0 1/2" 6

G10 Gas Tank Cabinet 2 6'-0" 2'-0" 1-5" 2

CHEMISTRY LAB

COMMENTS

1. WIRELESS TEMP-TRACK INSTALLED BY MEDICAL CENTER FOR

EQUIPMENT TEMP ALARM

2. VENTED LPG TANK CABINET SEE MEP DRAWINGS FOR CONTROLS

3. PROVIDE WALL MOUNTING BRACKETS

4. PROVIDE ALARM WITH HORN & STROBE

5. 2 X 2 RACKS TOTAL (4) TANKS STORAGE

6. PROVIDE TYPE 2 WATER RINSE

GENERAL PARTITION NOTES: PARTITION TAG & LABELING:

PARTITION TYPES

SCALE: 1 1/2" = 1'-0"1-AE-101

DETAIL - TYP PTN OPENING (LESS THAN

4'-0" IN WIDTH)

TRUE

NORTH

NOT TO SCALE

Key Plan 2C19

1'-0"

1' -0

1' -0

2'-0"

UNDER CABINET

TASK LIGHTS

UNDER CABINET

TASK LIGHTS

UNDER CABINET

TASK LIGHTS

SKIM COAT EXTG PLASTER WITH

MODIFIED GWB MUD AT HEAD. (TYP)

SEE THE EXTENT OF THE FIRE PROTECTION SCOPE

ON SHEET 1-FP-101, BUT DIMENSIONALLY LOCATE THE

SPRINKLER HEADS CENTERED IN THE CEILING PAD AS

INDICATED HERE. (TYP)

ACT-1

8'-10" AFF

UNDER CABINET

TASK LIGHTS

PROVIDE METAL SHROUD FROM THE TOP

OF THE HOOD TO THE UNDERSIDE OF THE

CEILING, MATCHING CASEWORK

SEE MECH DWGS FOR THROUGH CEILING

CONNECTIONS FROM HOOD TO

DUCTWORK ABOVE

SEE MECH DWGS FOR

CONNECTIONS

SEE THE EXTENT OF THE FIRE PROTECTION SCOPE ON SHEET

1-FP-101, BUT DIMENSIONALLY LOCATE THE SPRINKLER HEADS

CENTERED IN THE CEILING PAD AS INDICATED HERE. (TYP)

1'-9"

1'-0"

1'-0"

LAB

3C17

1-AE-402 4F

1F

1-AE-402

8D

TISSUE HOOD: N, CO2,

VACUUM, AND LPG

THE LONG SHORT DASHED

LINE DENOTES THE

CASEWORK TOE-KICK &

BASE

COORDINATE THE SIZE OF

AIR VACUUM, AND LPG

CUTOUTS IN COUNTERTOP

SAFETY CABINET

NEW TISSUE

CULTURE

INCUBATOR

1.

EXISTING TISSUE

CULTURE

INCUBATOR

COORDINATE THE SIZE OF AIR,

VACUUM, AND LPG CUTOUTS IN

COLUMN FACE

18''

15''

MOBILE

18''

MOBILE

''x

C L E

R

A D

18''

MOBILE

15''

MOBILE

15''

MOBILE

18''

24''

PULL-OUT U.C.

VACUUM PUMP

-20 FREEZER

+4 REFRIGERATOR

MOBILE CART

TYPE 2 WATER

DISPENSER

GLASSWARE WALL

AND COUNTER

DRYING STATION

U.C DISHWASHER

N TANKS

MED GAS TANK

ALIGN

OVERHEAD

SHELVING

G7

B2

G6

RE: 3D/1-AE-402

FOR TANK RACK

ALIGN

1-AE-4023D

F2

F1

7F

1-AE-402

8D

SIMOPP

6D

TYPE 2 MACHINE

MOUNTED TO WALL

TYPE 2 TANK

MOUNTED TO WALL

B4

DECK MOUNT EYE WASH

COORDINATE THE

NUMBER/SIZE OF PLUMBING

CUTOUTS

G2

G4

G2

G1

CO2 TANKS

SKIM COAT THE EXISTING PLASTER JAMBS AND

HEAD WITH MODIFIED GWB MUD. (TYP)

B2.3 Ab

ALIGN

3'-6" 3'-1"

G3

G10

G8

3C

8B

1-AE-401

B1.2 Ab

B1.2 Ab

B2.1

/8

/6

TYPICAL ALIGN THE

EXPOSED CABINET CHASE

IN-FILL PANEL WITH FACE

OF THE HOOD BASE

P U

M P

C A

B

TYPICAL ALIGN THE

EXPOSED CABINET CHASE

IN-FILL PANEL WITH FACE

OF THE BASE

/2

/2

/4

/8

B3

STORED

U.C.

DIAGONAL HATCHED

AREA DENOTES THE

MEP CHASE BEHIND THE

CASEWORK

/2

" C L E

A R

M

IN

RETAINING CLIP - FASTEN TO

ADJOINING CONSTRUCTION

EDGE MOLDING

MAIN BEAM OR

CROSS-TEE

PERIMETER

HANGER

WIRE

1 MAX

IBC 2015 A/B, CISCA 01

8" MAX

45°

(2) 12 GA

HANGER

WIRES @ OPP

CORNERS TO

STRUCTURE

ACT & GRID

12 GA HANGER WIRE

ELECTRICAL

FIXTURE

MECHANICALLY

FASTEN

TO SUSPENSION

SYSTEM

ELECTRICAL/HVAC

FIXTURE

MECHANICALLY

FASTEN

TO SUSPENSION

SYSTEM

LFB

LATERAL

FORCE BRACE

EC

EXPANSION

CLIP

SJCG CLIP

MAIN GRID RUN

AT LAY-IN FIXTURE

AT RECESSED DOWNLIGHT

UNATTACHED SIDE

U N

A T

T A

C H

E D

S

ID

E

UNATTACHED SIDE

U N

A T

T A

C H

E D

S

ID

E

LEGEND:

CROSS-TEE

MAIN BEAM

SUSPENDED CEILING GENERAL NOTES:

1. HANGER WIRES: 4'-0" O.C. EACH WAY (MAX.);

NOT MORE THAN 6:1 OUT OF PLUMB UNLESS

COUNTER SLOPING WIRES PROVIDED.

2. PERIMETER CLOSURE: EDGE MOLDING, 7/8"

WIDE (MIN.), UNLESS OTHERWISE SPECIFIED.

3. SEISMIC DESIGN CRITERIA: COMPLY WITH

CISCA RECOMMENDATIONS FOR DIRECT-

HUNG ACOUSTICAL TILE AND LAY-IN PANEL

CEILINGS (SEISMIC ZONE 0-1) FOR IBC 2015

SEISMIC DESIGN CATEGORY A AND B.

4. FIXTURES AND SERVICES: REFER TO MEP/FP

DOCUMENTS AND CISCA REQUIREMENTS FOR

SUPPORT OF LIGHT FIXTURES AND OTHER

SERVICES WITHIN THE CEILING.

IBC 2015 A/B, CISCA 01

HANGER WIRE

1-AE-102

1-AE-102

1. LIGHT FIXTURES SHOWN ON ARCHITECTURAL REFLECTED

CEILING PLAN ARE FOR REFERENCE/DESIRED LOCATION

ONLY. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION

REGARDING FIXTURE TYPES, ELECTRICAL REQUIREMENTS,

ETC.

2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT

AND VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS

WHICH WILL AFFECT THE WORK.

3. REVIEW FINAL LOCATIONS OF CEILING AIR DEVICES WITH

ARCHITECT PRIOR TO INSTALLATION.

4. REFER TO SPECIFICATIONS FOR GENERAL CONDITIONS AND

ADDITIONAL INFORMATION.

5. COORDINATE ALL DEVICE LOCATIONS WITH EXISTING

CONDITIONS AND WITH PROJECT DESIGN INTENT - CLARIFY

INTENT WITH THE COR.

6. ALL CEILING HEIGHTS INSTALLED AT THE EXISTING CEILING

HEIGHTS TO MINIMIZE SPRINKLER HEAD CHANGES, U.N.O.

7. PROVIDE LATERAL BRACING FOR SUSPENDED CEILING

SYSTEMS AND ADDITIONAL HANGERS AND SAFETY WIRES FOR

LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. SEE TYPICAL

BRACING DETAILS FOR MORE INFORMATION.

8. REFER TO MECHANICAL DRAWINGS FOR SUSPENDED

MECHANICAL DUCTWORK DISTRIBUTION SYSTEM.

9. PROVIDE NON COMBUSTIBLE BLOCKING AND BRACING

REQUIRED FOR FIXTURE INSTALLATION AND ALL ELECTRICAL

COMPONENTS.

10. COORDINATE ANY NEW ROOF PENETRATIONS WITH THE

OWNER.

11. ANY AND ALL CEILING DEVICES SHALL BE PLACES IN CENTER

OF THE CEILING TILE UNO.

12. ALL SUSPENDED CEILING GRIDS TO BE INSTALLED AS

DIMENSIONED ON PLAN UNO.

13. ALL ACT CEILINGS AT EXISTING HEIGHTS AS NOTED ON RCP.

14. PAINT ALL EXPOSED ELEMENTS AND STRUCTURE IN

OCCUPIED SPACES WITHOUT CEILING, INCLUDING STORAGE,

JANITOR CLOSETS, SERVER ROOMS, ETC.

SYMBOL DESCRIPTION

2' x 4' LED LAY-IN FIXTURE ON EMERGENCY POWER

UNDER CABINET SHELVING LED LIGHT FIXTURE

2' x 4' LED LAY-IN FIXTURE

LEVEL 2

LEVEL 3

2C19

3C17

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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CONSTRUCTION DOCUMENTS

12-22-2023 RD NB

1-AE-102

3C17 - PLANS

TRUE

NORTH

SCALE: 1/2" = 1'-0"1-AE-102

1F 3C15-3C21 - RCP

TRUE

NORTH

SCALE: 1/2" = 1'-0"1-AE-102

5F 3C17 - FLOOR PLAN

SHEET NOTES:

A. REFER TO SHEET 1-AE-101 FOR GENERAL NOTES, PLAN LEGEND,

AND

CEILING LEGEND, APPLICABLE TO THIS SHEET'S PLANS

Biology Lab

Equipment Schedule

# Equipment Name Count

Size

CommentsHeight Width Depth

B2.1 1

B3 2 7'-6" 4'-0" 3'-3"

T1 1

T2 1

T3 1

Biology

B2 Tissue Culture Incubator 1

G11 Safety Cabinet 1 5'-5" 3'-0" 1'-10"

Common Both Labs

G1 Nitrogen Gas Tanks 3 3-6" 0'-10" 0'-10"

G2 Nitrogen Gas Tanks 1 3-6" 0'-10" 0'-10"

G8 Tank Rack 2 2'-6" 3'-10" 2'-2" 5

Freezer/Cooler

F1 +4 Refridgerator 2 5'-9" 2'-9" 2'-10" 1

F2 -20 Freezer 2 5'-9" 2'-9" 2'-10" 1

F3 -80 Freezer 1 5'-9" 2'-9" 2'-10" 1

General Equipment

G2 Med Tanks 3 3-6" 0'-10" 0'-10"

G3 LPG Gas Tanks 1 3-6" 0'-10" 0'-10" SEE G10

G4 CO2 Gas Tanks 1 3-6" 0'-10" 0'-10"

G5 Safety Shower & Eye Wash 1 4

G6 Pull-out U. C. Vaccum Pump 2 2'-0" 2'-2 1'-8'

G7 U. C. Glassware Washer 2 2'-11" 2-'0" 2'-0 1/2" 6

G10 Gas Tank Cabinet 2 6'-0" 2'-0" 1-5" 2

COMMENTS

1. WIRELESS TEMP-TRACK INSTALLED BY MEDICAL CENTER FOR

EQUIPMENT TEMP ALARM

2. VENTED LPG TANK CABINET SEE MEP DRAWINGS FOR CONTROLS

3. PROVIDE WALL MOUNTING BRACKETS

4. PROVIDE ALARM WITH HORN AND STROBE

5. 2 X 2 RACKS TOTAL (4) TANKS STORAGE

6. PROVIDE TYPE 2 WATER RINSE

SCALE: 3" = 1'-0"1-AE-102 REF: 7 / 1-AE-102

3 A/B - ISOMETRIC - UNATTACHED SIDE

SCALE: 1" = 1'-0"1-AE-102

5 DETAIL - SEISMIC LIGHT FIXTURE

SCALE: 1/8" = 1'-0"1-AE-102

A/B - PLAN - CEILING SUSPENSION

DIAGRAM AND SEISMIC CRITERIA

GENERAL RCP NOTES:

Legend - LIGHTING FIXTURE

TRUE

NORTH

NOT TO SCALE

Key Plan 3C17

16. PIPE SUPPORTS LYING ON THE ROOF SHALL BE CONSTRUCTED

UTILIZING TREATED WOOD BLOCKS WITH SHEET METAL COVERS

AND LOOSE SHEET METAL STRAPS. BLOCKS SHALL BE

SUPPORTED ON WALK PADS WEIGHT ON BLOCKS SHALL NOT

EXCEED 1.5 POUNDS PER SQUARE INCH. SEE DETAIL 6/A2.16.

17. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE

WITH LOCAL CODES AND ORDINANCES.

1. ANY PENETRATION THRU ROOFING MUST BE PLACED NO LESS

THAN 24" FROM ANY NEW OR EXISTING PENETRATION, MECH.

CURB, WALL OR SIM. ITEM.

2. NO UNPROTECTED PITCH-POCKETS SHALL BE USED. USE

HOODED BOX OR UMBRELLA HOOD DETAIL.

3. WHERE IT IS NECESSARY TO CLUSTER SMALL PIPES (I.E. OR

REFRIGERANT LINES) CONSTRUCT METAL BOX WITH HOOD AND

ELBOW PIPING 6" TO 12" ABOVE THE MEMBRANE ELEVATION IN

ONE OR TWO DIRECTIONS ONLY.

4. ALL PLASTIC PIPES SHALL HAVE A TWO-PART LEAD JACKET OR

AN ALTERNATIVE FLASHING THAT ALLOWS FOR DIMENSIONAL

CHANGE OF THE PIPING. THE LOW PROFILE TYPE FLANGED-

NEOPRENE TYPE FLASHINGS ARE NOT ACCEPTABLE.

5. ALL CURBED HVAC UNITS SHALL HAVE 24-GAUGE GALVANIZED

IRON SHEET METAL COUNTERFLASHINGS OF MINIMUM OF 4"

GIRTH SCREWED TO WOOD BLOCKING AT TOP OF CURB.

6. GAS PIPES AND CONTINUOUS RUNS OF OTHER PIPING SHALL NOT

EXCEED 150 FT. OR HAVE "U" EXPANSION JOINT PROVISIONS. GAS

PIPE REGULATORS AND T'S OR TRAPS SHALL BE SET MINIMUM 1"

ABOVE THE ROOF ELEVATION.

7. ROOFTOP PENETRATIONS AND UNITS SHALL HAVE SHOP

DRAWINGS SUBMITTED FOR APPROVAL.

8. ALL SHEET METAL TO BE INSTALLED IN ACCORDANCE WITH

SMACNA STANDARDS.

9. PROVIDE WALKWAY PROTECTION MATERIAL AS SPECIFIED

AROUND MECH. UNITS, ETC.

10. PROVIDE CONVENIANCE ELECTRICAL OUTLETS AND EQUIPMENT

DISCONNECT AT ROOF TOP UNITS, SEE "E" DRAWINGS.

11. SEE PLUMBING DRAWINGS FOR VENT THRU ROOF (VTR)

LOCATIONS AND INTERIOR ROOF DRAINS W/ PRIMARY AND

SECONDARY (OVERFLOW) LOCATIONS.

12. PROVIDE TAPERED INSUL. CRICKETS (7.53 C) AT ROOF MOUNTED

EQUIPMENT, ROOF PENETRATIONS, & AT AREAS SHOWN ON

PLANS TO PROVIDE POSITIVE DRAINAGE.

13. PROVIDE OSHA COMPLIANT GALV. STEEL SAFETY HOOKS/

ANCHORS ON ROOF. SECURE ANCHORS TO STRUCTURAL STEEL

FRAMING & FLASH PENETRATION WATERTIGHT. SPACE & LOCATE

ANCHORS, SO THAT ANY POINT ON ROOF IS WITHIN 100 FT OF AN

ANCHOR DO NOT PENETRATE FREEZER OR COOLER ROOF.

COORD. LOCATIONS W/ OWNER.

14. PROVIDE A ROOF ACCESS WALKWAY OF 18" x 30" WALKWAY

ACCESS PADS (AN ADDITIONAL LAYER OF ROOF MEMBRANE)

OVER THE BASE LAYER OF ROOF MEMBRANE.

15. WALKWAYS SHALL BE INSTALLED FROM ALL ROOF ACCESS

POINTS, IN A DIRECT ROUTE, TO ALL MECHANICAL EQUIPMENT,

AND AROUND ALL SIDES OF EQUIPMENT THAT REQUIRES

SERVICE.

AREA OF ROOF RELATED WORK.

SEE MEP DRAWINGS FOR LOCATIONS

OF EXACT PENETRATIONS

REFERENCE DETAIL 1B/1-AE-103, TYP (3)

M

A X

M

IN

Equipment Shown Dashed

Vibration Isolating Connection, REF: M- Series Drawings - Set on Neoprene Pad, Set Bolt in Mastic

Premanufactured Galvanized Steel Equipment Support - Continuous.

Roof Deck, REF:

S-Series Drawings

Rigid Insulation

Roof membrane

Continuous Welded 1-1/2"

MIN

Scheduled Roof Membrane Flashing in Full Mastic

Sheet Metal Flashing

PTWD Blocking - Configure to Obtain Proper Equipment Height & Maintain Level

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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CONSTRUCTION DOCUMENTS

12-22-2023 RD NB

1-AE-103

ROOF PLAN

KEYED NOTES:

ROOF ASSEMBLIES /

SHEET NOTES:

GENERAL ROOF NOTES:

ROOF TYPE 'A'

MATCH EXISTING

COLD ADHESIVE STYRENE-BUTADIENE-STYRENE

MODIFIED BITUMINOUS MEMBRANE ROOFING

TRUE

NORTH

SCALE: 1/16" = 1'-0"1-AE-103

4F Roof Plan - Documentation

SCALE: 1 1/2" = 1'-0"1-AE-103

1B Typical Equipment Support at Roof

ROOM NAME

F

B

C

R

W A

L

LS

CONFERENCE ROOM

VCT-1/CT-2

RB-1

N: P-X/P-X E: P-X/P-X S: P-X/P-X W: P-X/P-X1, 2

ACT1

ROOM NUMBER

FLOOR FINISH

WALL BASE

CEILING FINISH

ROOM FINISH REMARKS

WALL FINISHES

(N = NORTH, E = EAST, S = SOUTH, W = WEST)

1. NEW FINISHES OVER EXISTING PARTITIONS; ALL EXISTING

PARTITIONS TO BE FILLED LEVEL AND SMOOTH ACCEPTABLE

FOR THE MANUFACTURER OF THE NEW SCHEDULED FINISH.

2. ALL EXISTING CONCRETE SLABS ARE TO BE SANDED OR

GROUND SMOOTH REMOVING DEFORMITIES AS REQUIRED IN

PREPARATION OF NEW SCHEDULED FLOOR FINISHES.

3. PATCH ALL WALLS TO REMAIN AS REQUIRED WHERE EXISTING

DEVICES HAVE BEEN REMOVED. GYPSUM BOARD WALL ARE TO

BE PATCHED WITH STUDS, BOARD AND FINISH MATERIALS AS

REQUIRED.

4. NO "BLACK" ADHESIVES WILL BE ALLOWED FOR FLOORING

MATERIALS.

5. DUE TO VCT TILE FLOORS EASILY SHOWING DEVIATIONS, SUB-

CONTRACTOR TO INSPECT SUBSTRATE CONDITIONS AND

IDENTIFY ANY NEEDED CORRECTIONS PRIOR TO INSTALLATION

OF ANY NEW MATERIALS TO ENSURE FLOOR IS SMOOTH AND

LEVEL.

6. LOCATE CONTROL JOINTS IN PORCELAIN OR CERAMIC TILE AS

REQUIRED BY MANUFACTURER.

7. PROVIDE REDUCER OR TRANSITION STRIPS AT FLOORING

MATERIALS OF DIFFERENT THICKNESSES.

8. FLOAT ALL FLOORS AS NECESSARY EACH SIDE OF DIFFERING

FLOOR MATERIALS AND/ OR DIFFERENT THICKNESSES TO

PROVIDE A SMOOTH UNDETECTABLE TRANSITION AND ALIGNING

TOP SURFACES OF EACH DIFFERING MATERIAL. INSTALL

EDGING OR TRANSITION STRIPS PER DOCUMENTS.

9. PROVIDE WOOD BLOCKING OR STEEL FRAMING, PLATES,

STRAPS, ETC.. IN GYPSUM BOARD PARTITIONS FOR SUPPORT OF

ALL WALL MOUNTED DEVICES AND EQUIPMENT INCLUDING BUT

NOT LIMITED TO WALL CABINETS, MARKER AND TACKBOARDS,

HANDRAILS, WOOD TRIM, SHELVING, TOILET ACCESSORIES,

MECHANICAL/ ELECTRICAL/ PLUMBING & FIRE PROTECTION

EQUIPMENT AND DEVICES AS WELL AS OWNER FURNISHED

ITEMS.

10. PAINT ALL EXPOSED GYP.BD. INCLUDING CEILINGS AND

SOFFITS - SEE RCP SHEETS FOR ADDITIONAL INFORMATION.

11. PAINT ALL NEW AND EXISTING HOLLOW METAL DOORS AND

FRAMES TRIM TO MATCH EXISTING.

12. ALL HARDWOOD DOORS SHALL RECEIVE FINISH BY MFGR. PRIOR

TO DELIVERY TO SITE UNLESS NOTED OTHERWISE.

13. ALL GYP.BD. TO BE PATCHED, TAPED, MUDDED, SAND, & PAINT

TO 4" ABOVE CEILING UNLESS NOTED OTHERWISE.

14. SEE RCP, FINISH PLANS, & MATERIAL LEGEND FOR CEILING

FINISHES.

F

B

C

R

W A

L

LS

LAB

EPY-1

2C19

EPY-1

N: PT-1

E: PT-1

S: PT-1

W: PT-11,2

ACT-1

SS-1 CORNER

GUARD FROM TOP

OF BASE TO 60" AFF

STAINLESS STEEL

CORNER GUARD

BELOW COUNTERTOP

LINE OF COUNTERTOP

LINE OF COVE BASE

SS-1 CORNER

GUARD FROM TOP

OF BASE TO 60" AFF

F

B

C

R

W A

L

LS

LAB

EPY-1

3C17

EPY-1

N: PT-1

E: PT-1

S: PT-1

W: PT-11,2

ACT-1

1.

ACT-1 Acoustical Ceiling Tile

Armstrong Calla Health Zone - AirAssure Square Lay-In Smooth Texture 24x48 15/16" Clean Room Grid System

Code Item Manufacturer Description Remarks

MATERIAL SCHEDULE

PT-1 Paint Benjamin Moore Product: OC - 17 Color: White Dove Finish: Walls - Scrub-able Eggshell Door Frames - Scrub-able Semi-Gloss

All Walls and Door Frames

EPY-1 Epoxy Resin Desco Rime Flooring and Integral Cove Base 4" High

PT-2 Paint Benjamin Moore Product: OC - 152 Color: Super White Finish: Ceilings - Scrub-able Eggshell Flat

GWB Ceilings

S-1 Solid Surface FunderMax Color: Light Pastel Grey #0074 Thru-Core-Color

LEVEL 2

LEVEL 3

2C19

3C17

General Notes - Door & Frame:

A. ALL NEW DOORS ARE TO MATCH EXISTING

AB ACOUSTICAL BAFFLE

AC ACOUSTICAL CEILING TILE

AP ACOUSTICAL PANEL

BL BLINDS

BR BRICK

C CARPET

CN CONCRETE

DP DRAPERY

EF EPOXY FLOOR

F FABRIC

FRP FIBERGLASS REINFORCED

PANEL

FWP FABRIC WRAPPED PANEL /

STRETCHED FABRIC WALL

SYSTEM

GF GLASS FILM

GL GLASS

GP

GT GROUT

MB MARKER BOARD

MTL METAL

KEYED NOTES:

ROOM FINISH TAG LEGEND:

MATERIAL ABBREVIATIONS

PC PRIVACY CURTAIN

PL PLASTIC LAMINATE

PT PAINT

PV PAVER

RB BASE (RESILIENT, RUBBER,

ETC.)

RF RESILIENT FLOORING

RS ROLLER SHADES

SM SOLID SURFACE MATERIAL

/ QUARTZ

SS STAINLESS STEEL

ST STONE

SVT SHEET VINYL TILE

T TILE

TB TACK BOARD

TR TREAD

UP UPHOLSTERY

WC WALLCOVERING

WD WOOD

WF WOOD FLOOR

WP WALL PROTECTION

SCALE: 1/2" = 1'-0"1-AE-104

1F 2C19 - FINISH PLAN

SCALE: 1/2" = 1'-0"1-AE-104

5F 3C17 - FINISH PLAN

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SPRINKLERED

CONSTRUCTION DOCUMENTS

12-22-2023 Checker NB

1-AE-104

FINISH PLANS

GENERAL FINISH NOTES:

TRUE

NORTH

NOT TO SCALE

Key Plan

DOOR/OPENING SCHEDULE

NO. ROOM NAME

DOOR LEAF / OPENING FRAME HDW

GROUP

FIRE

RATING COMMENTSTYPE WIDTH HEIGHT THICK MATL FINISH TYPE MATL FINISH

2C19 LAB 3' - 6" 7' - 0" 1 3/4" 3/4 HR

3C17 LAB 3' - 6" 7' - 0" 1 3/4" 3/4 HR

Sherwin-Williams SW7008 Alabaster, 255-C2

High Reflective White, 256-C1 SW7757Sherwin-Williams

Fine Fissured 24 x 48 x 3/4"

01-18-2024 RD NB

B102 36"

B201 24"

MOBILE

CART

G2 G2

G8

1'-6" 2'-6" 2'-6"

8B

1-AE-401

T3

T2

G10

4D

1-AE-501

OPEN

UNDER COUNTER TASK LIGHTS

POWER, COMMUNICATIONS,

AND GAS DISTRIBUTION THRU

CASEWORK MANUF. COLUMN

B201 24"

B253M 15"

B201M 24"

6F

1-AE-501

SAFETY SHOWER

WITH EYE WASH

UNDER COUNTER

TASK LIGHTS

FILLER PANEL 2'-6" 1'-0" 1'-0" 1'-3" 1'-3" 2'-0"

SAFETY CABINET

67"H x 43"W x 18"D

B102 30"

B201 24"

FILLER PANEL

B451 33"

W102 30"

W301 15"

T1

G5

G11

6D

1-AE-501

4D

1-AE-501

UNDER COUNTER

TASK LIGHTS

FILLER PANEL 3'-0" 3'-0" 3'-0" 1'-3" 4'-0"

B253M B201M 24"

W102 36"

W102 36"

W102 36"

W101 15"

B102V 30"

B231 48"

6F

1-AE-501

B102 36"

COVE BASE; REF: 1-AE-104

5/8" GWB

2 1/2" MTL STUDS @ 16" O.C.

SOLID SURFACE SILL TO

MATCH COUNTER TOP

NEW GLAZING IN EXISTING

ALUMINUM FRAME; SEE 6B 1-AE-401

FINISH FLOORING;

REF: 1-AE-104

CAVITY INSULATION

CONTINUOUS SEALANT

EXISTING STRUCTURE TO REMAIN

6B

1-AE-401

OPP

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.comwww.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

FCA - Create Code Compliant Research Laboratory Space in Building 1

657-23-113JB

Saint Louis VA Health Care System 1 Jefferson Barracks Saint Louis, MO 63125 o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F 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

VA FORM

08-6231 1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SPRINKLERED

CONSTRUCTION DOCUMENTS

12-22-2023 RD NB

1-AE-401

2C19 - INTERIOR ELEVATIONS

SCALE: 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

2F 2C19 - NORTH ELEVATION

SCALE: 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

4D 2C19 - ISLAND ELEVATION

SCALE: 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

7F 2C19 - EAST ELEVATION

SCALE: 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

7D 2C19-WEST ELEVATION

SCALE: 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

2D 2C19 - ISLAND ELEVATION - SIDE

SCALE: 1 1/2" = 1'-0"1-AE-401 REF: 5F / 1-AE-101

8B TYPICAL SECTION AT WINDOW SILL

B253M 15"

SLOPE METAL TOP PER SPEC METAL SHROUD TOP PER SPEC FROM

TOP OF HOOD TO UNDERSIDE OF

CEILING

SLOPE METAL TOP PER SPEC

TYPICAL ABOVE ALL CABINETS ABOVE

THE COUNTERTOP

T400 70"

SLOPE METAL TOP PER SPEC

TYPICAL ABOVE ALL CABINETS ABOVE

THE COUNTERTOP

4" 6" 1-

1/ 4"

2' -1

1- 3/

4"

T4

1- 1/

4"

2' -1

1- 3/

4"

2' -1

1- 3/

4"

2' -1

1- 3/

4"

1- 1/

4" 4"

2' -1

1- 3/

4"

PROVIDE ALUMINUM TRIM

SLOPE METAL TOP PER SPEC

TYPICAL ABOVE ALL CABINETS ABOVE

THE COUNTERTOP

TYPICAL SEE SHEET 1-AE-501

FOR MORE INFORMATION

TYPICAL SEE SHEET 1-AE-501

FOR MORE INFORMATION

B253 15"

B212 36"

B253 15"

4" BACK SPLASH

+4 REFRIGERATOR

SAFETY CABINET

-20 FREEZER

B201

6D

1-AE-501

OPEN

UNDER COUNTER TASK LIGHTS

B201

B253M

6F

1-AE-501

W102 36"

B201 B201

W102 36"

2'-0"

4D

1-AE-501

W10…