Part 4A - Drawings 657-20-109JB Building 23 and 25 HVAC.pdf

H101H103

109 110 111 112

114 115 116

113A

H103A

112A

112B

H201

H203

212A

210 209

209A

209B

209C 209D

207 205

208A

208B

303A

304 305 306

308A

308B 308C

309 310

312304A 307A

309A

AREA OF WORK

FIRST FLOOR HAZARDOUS REMOVAL PLAN BUILDING 25

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

SECOND FLOOR HAZARDOUS REMOVAL PLAN BUILDING 25

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

THIRD FLOOR HAZARDOUS REMOVAL PLAN BUILDING 25

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

AREA OF WORK

AREA OF WORK

PLAN NOTES:

1. ALL WORK TO BE DONE WEEKNIGHT HOURS AND OVER WEEKEND HOURS.

2. STEAM, CONDENSATE RETURN, CHILLED WATER SUPPLY AND/OR RETURN

PIPING THAT REQUIRES ABATEMENT; SEE SPECIFICATIONS.

3. DOOR WITH WALK OFF MAT.

4. WITHIN SCOPE OF WORK, ANY PEELING OR DAMAGED PAINT SHOULD BE

STABILIZED AND CLEANED UP PER EPA GUIDELINES.

5. PORTION OF WALL WITH DUCT PENETRATION TO HAVE LEAD PAINT

STABILIZATION.

6. STOP ASBESTOS REMOVAL AT WALL, FLOOR, AND CEILING PENETRATIONS.

SPECIALTY NOTES:

A. SECURITY

1. CONTRACTOR SHALL NOT LEAVE DOORS PROPPED OPEN.

2. CONTRACTOR SHALL NOT LEAVE TOOLS OR LADDERS UNATTENDED.

3. CONTRACTOR SHALL NOT LEAVE ELECTRICAL OR DATA PANELS EXPOSED.

B. PHOTOGRAPHY

1. NO PHOTOGRAPHY OF VA PREMISES IS ALLOWED WITHOUT WRITTEN PERMISSION OF THE

COR. IF PERMISSION IS GRANTED BY THE COR, NO PHOTOGRAPHY IS PERMITTED OF

PERSONNEL, PATIENTS, COMPUTER SCREENS, LICENSE PLATES, OR ANY OTHER SENSITIVE

MATERIAL AS DETERMINED BY THE COR.

C. BADGING

1. ALL CONTRACTOR PERSONNEL ARE REQUIRED TO DISPLAY VA BADGE WHEN WORKING ON

STATION.

2. TWO-WEEK NOTICE IS REQUIRED FOR BADGING OF CONTRACTOR PERSONNEL REQUIRING A

FLASH PASS/BADGE ABOVE WAIST.

D. KEYS

1. COORDINATE WITH VA COR FOR ACCESS AND ISSUING OF KEYS.

E. JOBSITE PLAN

1. JOBSITE PLAN MUST BE SUBMITTED PRIOR TO COMMENCEMENT OF WORK

a. INCLUDES

1. ENTRANCES USED

2. MATERIAL MOVEMENT PLAN

3. RESTROOMS TO BE USED

4. LIST OF SUBCONTRACTORS

5. SITE PLAN (LAYDOWN AREA, JOBSITE TRAILER LOCATION, DUMPSTER LOCATION)

6. PERSONNEL ON SITE

F. TRAILER STORAGE

1. CONTRACTORS ARE REQUIRED TO COORDINATE TRAILER STORAGE LOCATION WITH COR.

G. CONTRACTOR SHALL NOTIFY COR OF ANY MATERIAL REMOVED CONTAINING EE# OR

MAXIMO NUMBER.

1. CONTRACTOR SHALL NOTIFY COR OF ANY NEW EQUIPMENT AND/OR SPECIFIC

REQUIREMENTS FOR EQUIPMENT (I.E. SPECIAL OUTLETS, ADEQUATE BREAKER SIZE, ETC.).

(MAKE, MODEL, SERIAL NUMBER)

H. UTILITY SHUTDOWNS

1. MUST BE COORDINATED WITH COR 21 DAYS IN ADVANCE.

I. FIRESTOPPING

1. INSTALL TEMPORARY FIRESTOPPING IN ALL NEW CORE DRILLED PENETRATIONS IN FLOOR

AND WALLS. ENSURE FIRESTOPPING IS MAINTAINED THROUGHOUT CONSTRUCTION UNTIL

PENETRATIONS ARE PERMANENTLY FIRE STOPPED.

K. FIRE ALARM/SPRINKLER

1. IF FIRE ALARM AND/OR SPRINKLER SYSTEM IS DISABLED DURING CONSTRUCTION,

HEAT DETECTION MUST BE PROVIDED. SIEMENS MUST MAKE FINAL TERMINATIONS AND

PROGRAM INTO EXISTING FIRE ALARM SYSTEM.

J. ILSM

1. TEMPORARY FIRE EXTINGUISHERS SHALL BE APPROPRIATELY MOUNTED AND SPACED

DURING CONSTRUCTION FOR HOUSEKEEPING AND SAFETY REQUIREMENTS.

a. TRAVEL DISTANCE FROM ANY POINT OF THE PROTECTED AREA TO THE NEAREST FIRE

EXTINGUISHER SHALL NOT EXCEED 100 FEET.

L. EXIT PATHS MUST BE LITTER/DEBRIS FREE.

M. THE CONTRACTOR IS RESPONSIBLE FOR MOVING, STORING AND PROTECTING ALL EXISTING

FURNITURE AND EQUIPMENT IN EACH AREA FOR THE DURATION OF THE PROJECT.

FURNITURE AND EQUIPMENT DAMAGED BY THE CONTRACTOR WILL BE REPLACED OR

RESTORED TO COMPLETE FUNCTIONALITY AND APPEARANCE BY THE CONTRACTOR AT NO

COST TO THE VA.

LEAD ABATEMENT NOTES:

1. ALL LEAD-BASED PAINT SHALL BE REMOVED FROM THE DOOR

ATTACHED TO ROOM 108.

MOLD REMEDIATION NOTES:

1. REMOVE AND DISPOSE OF ALL FIBERGLASS PIPE INSULATION AND DISPOSE AS

GENERAL CONSTRUCTION DEBRIS IN ROOMS 108, 210, AND 305.

2. CLEAN ALL SURFACES (FLOORS, WALLS, AND CEILINGS) IN ROOMS 108, 210, AND 305.

ASBESTOS ABATEMENT NOTES:

1. ABATEMENT CONTRACTOR SHALL REMOVE ALL ASBESTOS-CONTAINING

MATERIALS IN THE MARKED AREAS IDENTIFIED.

SCOPE OF WORK

The contractor shall follow all applicable MDNR, EPA, and OSHA rules and regulations. The Contractor shall install plywood barriers and/or lock doors with sufficient signage to isolate the work area in order to prevent access by unauthorizes personnel. Barriers shall be constructed in accordance with MDNR rules and regulations.

Contractor shall provide all worker paperwork to Geo-Enviro Consultants, Inc.'s on-site project manager at the beginning of the shift on the first day of the project. If additional workers arrive during the duration of the project, their paperwork shall also be provided to the Geo-Enviro Consultants, Inc.'s project manager. For asbestos workers and supervisors, this includes copies of their current MDNR license, training certificate, physical, and fit test for each person. All persons involved shall have his/her MDNR “hard card” license on-site each and every day said person is on-site. Any and all workers who do not provide the required documentation shall not be admitted to the project site by the Geo-Enviro Consultants, Inc. project manager.

The asbestos abatement materials include the removal of pipe system insulation and fittings, and fan coil units.

Lead-Based paint to be abated includes white paint on plaster ceilings and walls, blue paint on concrete walls and yellow ceramic tile.

Mold remediation to include the cleaning of all surfaces and the removal and disposal of all ceiling tiles in Room G05 ONLY.

All asbestos abatement work shall utilize wet methods.

Tented mini-containment areas shall consist of critical seals and one layer of 6-mil poly on the floors, walls, and ceiling of the tent.

Each tented mini-containment work area shall include critical seals over all doorways, windows, and ventilation system openings. Negative air pressure may be provided by HEPA vacuum cleaning equipment (remaining ibn operation for the duration of the project) and negative air may be discharged to the interior or exterior of the building. Contractor shall install a 1-chamber airlock to each tented containment work area for the worker entry/exit. A remote 5-chamber decon with negative air machine attached to the dirty room and exhausting outside the building shall be constructed.

For tented mini-containment work areas, the contractor shall employ a double disposable suiting procedure. The outer “dirty” suit shall be removed immediately prior to exiting a mini-containment, and a new “clean” outer suit shall be donned immediately prior to entering another mini-containment.

Full containment work areas shall consist of critical seals, two layers of 4-mil poly on the walls, and one layer of 6-mil poly on the ceiling. An attached 5-chamber decon and 2-chamber waste out shall be constructed at the entry to the full containment work area.

The contractor shall provide a manometer for the full containment work area to ensure that a negative pressure of 0.02” w.c. is maintained throughout the duration of the project. All negative air exhaust tubing shall be vented outside the work area.

All waste shall be adequately wet and double-bagged. Waste containers shall be labeled and leak-proof. All waste with sharp-edged components (e.g. nails, screws, metal lath, floor tile, etc.)

shall be placed into drums for disposal. All equipment and double-bagged/labeled waste shall be transported from the work area directly to an enclosed, lockable, signed, and poly-lined dumpster. All double-bagged and labeled waste shall be transported from the work area in a covered gondola. No waste shall be left within the building overnight.

All electrical systems shall be shut down and locked out. All electrical power within the work areas shall be “ground-fault protected” utilizing Ground Fault Circuit Interrupters. The contractor is required to handle all electrical shutdowns. Temporary lighting contractor's responsibility and shall be provided as necessary.

The owner will assist the contractor with electrical shutdowns and HVAC isolation within the work area. The building owner shall be responsible for maintaining appropriate life safety code requirements, including fire protection, for the building for the duration of the project.

After all abatement and cleaning activities are complete in any particular work area, the contractor shall apply a lock-down encapsulant on all materials in which asbestos or asbestos-contaminated materials were removed. This shall be conducted prior to clearance air sampling. Clearance air samples shall be collected when the cleanliness of the work area is to the satisfaction of the on-site project manager, and the required amount of hangtime has elapsed.

In all areas of abatement, contractor shall be responsible for investigating all rooms adjacent to all work areas during teardown activities. If any debris of any kind is identified in any room adjacent to an abatement work area, the contractor shall be responsible for the cleanup of that debris utilizing HEPA-vacuuming and wet methods.

Clearance is to be performed by aggressive TEM sampling methods and will be provided by Geo-Enviro Consultants, Inc's on-site project manager.

NOTES - GENERAL

1. Work will be completed following all applicable requirements.

2. The owner will not accept any change orders based on the contractor's failure to recognize unique conditions.

3. All permits and fees that need to be filled are the responsibility of the contractor. A copy of these permits and receipts shall be supplied to the owner's representative prior to start of work.

4. The owner will assist in the coordination for hooking up electrical equipment, if needed. The contractor will be responsible for supplying a licensed electrician.

5. The contractor is to use only MDNR-licensed workers.

6. The contractor's MDNR-licensed supervisor must be on-site at all times.

7. The contractor is responsible for supplying electrical power to the work area from the existing electrical panel as shown on the plans.

8. The contractor shall be responsible for supplying adequate protection for workers.

9. The contractors shall comply with applicable building and safety requirements.

10.Walk-off mats shall be required at all entrances to work areas.

11.The contractors may be responsible for additional project management and air sampling, and any additional associated costs (including sampling) incurred due to contractor delays and/or contractor failure to perform.

1. ASBESTOS-CONTAINING PIPE INSULATION - APPROXIMATELY 390 LINEAR FEET.

2. ASBESTOS-CONTAINING PIPE FITTINGS - APPROXIMATELY 95 TOTAL.

ASBESTOS ABATEMENT ESTIMATE:

INFORMATION CONCERNING THE LOCATION(S) AND SIZES OF EXISTING MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, PIPING, PLUMBING AND DUCTWORK WAS OBTAINED FROM ORIGINAL

DESIGN DRAWINGS AND/OR CURSORY FIELD OBSERVATION, HOWEVER, ACTUAL "ASBUILT"

DRAWINGS WERE NOT AVAILABLE, CERTAIN INFORMATION CONCERNING THE LOCATION OF THE

EXISTING MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, PIPING, PLUMBING AND DUCTWORK HAS BEEN ASSUMED IN THIS DRAWING. THE EXACT LOCATION(S) AND DIRECTION OF FLOW OF ALL EXISTING WORK IS UNKNOWN. REASONABLE EFFORT HAS BEEN MADE TO ACCURATELY DEPICT THE

EXISTING CONDITIONS, HOWEVER, ALL EXISTING WORK MUST BE VERIFIED IN THE FIELD TO

DETERMINE THE EXACT LOCATIONS, DIRECTIONS OF FLOW, DEPTH, SIZE, ETC.. PRIOR TO STARTING CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE

REPORTED IMMEDIATELY TO THE ENGINEER FOR VERIFICATION AND/OR CORRECTION.

FIELD VERIFY:

EX-AHU-2

EX-AHU-3

GJ201

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 - REPLACE MECHANICAL

EQUIPMENT IN BUILDINGS 23 & 25

657-20-109JB

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC. JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

07-09-2021 DEH MV

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

P R O F E S S I O N A L E N G I N E E R

PE-2021014461

HANNAH

ROSE

KIGER

S

TA

TE

OF MI SSOUR

I

25-HA-11231

BID DOCUMENTS

FIRST, SECOND, AND THIRD FLOOR

OVERALL HAZARDOUS MATERIAL

REMOVAL PLAN BUILDING 25

8 36

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

ALL ICRA WALLS ARE TO BE TYPE 'FA' U.N.O.

PROVIDE LATERAL BRACING FOR PARTITIONS WHICH EXTEND ABOVE CEILINGS.

PROVIDE FIRE RESISTIVE RATED GYPSUM WALL BOARD AT ALL RATED ASSEMBLIES TO

MEET ASSEMBLY REQUIREMENTS.

PROVIDE FIRE RESISTIVE JOINT SYSTEMS EQUAL TO WALL RATING AT ALL PENETRATIONS

AND AT HEAD/FLOOR INTERSECTIONS WITH RATED ASSEMBLIES.

PROVIDE ACOUSTICAL SEALANT AT WALL SILL, HEAD, PENETRATIONS, AND ADDITIONAL

SPECIFIED SOUND ATTENUATION COMPONENTS AT SOUND RATED WALLS.

FRAME DOOR OPENINGS 4" FROM FACE OF PERPENDICULAR WALL ON HINGE SIDE AND 1'-

6" MIN. FROM FACE OF PERP. WALL ON LATCH SIDE, UNLESS NOTED OTHERWISE.

PROVIDE GYPSUM BOARD CONTROL JOINTS AND MASONRY CONTROL JOINTS AT WALLS

OVER 30'-0" LENGTH. LOCATE ABOVE EDGE OF OPENING WHEN POSSIBLE.

AT FIRE RATED WALLS WHERE OPENINGS ARE GREATER THAN 16 SQUARE INCHES OR

WHERE TOTAL AREA OF OPENINGS EXCEEDS 100 SQUARE INCHES IN 100 SQUARE FEET,

WRAP 5/8 TYPE 'X' GYPSUM BOARD BEHIND OPENINGS PER U.L. DESIGN #U510.

ISOLATE NON-LOAD-BEARING STUD FRAMING FROM BUILDING STRUCTURE TO PREVENT

TRANSFER OF VERTICAL LOADS INTO PARTITION WHILE PROVIDING LATERAL SUPPORT

REQUIRED VIA USE OF DOUBLE TRACK TYPE (SECONDARY TRACK SET INSIDE DEEP-LEG

TRACK) OR SLOTTED TRACK TYPE, EACH ALLOWING VERTICAL MOVEMENT OF THE

STRUCTURE, PREVENTING ROTATION OF STUDS BUT MAINTAINING STRUCTURAL

PERFORMANCE OF PARTITION.

LINE OF STRUCTURE INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES

NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE RESISTANT FILL MATERIAL

IN CONJUNCTION WITH AN APPROPRIATE RATED FIRESTOPPING SYTEM.

NON-RATED PARTITIONS SHALL USE ACOUSTICAL SEALANT.

PROVIDE SHEET METAL OR FIRE RETARDANT WOOD BLOCKING IN WALL CAVITIES FOR

ITEMS THAT ARE REQUIRED TO BE SECURED TO THE WALLS, INCLUDING ALL CABINETRY,

SHELVING, WALL STOPS, WALL MOUNTED EQUIPMENT, AND ALL OTHER WALL MOUNTED

ITEMS. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY

DRAWINGS. COORDINATE WITH FURNITURE SUPPLIER WHERE APPROPRIATE.

TAPE AND SPACKLE ALL PENETRATIONS IN GYPSUM BOARD PARTITIONS, INCLUDING, BUT

NOT LIMITED TO WATER LINES, DRAINS, CONDUIT, THERMOSTATS, ETC. INSTALL FIRE

RETARDANT SEALANT AT PENETRATIONS IN RATED PARTITIONS AS REQUIRED.

FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION (S), EXTEND ATTENUATION

TO FULL HEIGHT OF PARTITION U.N.O. FLOOR TRACK TO BE SET IN A CONTINUOUS BED

OF SEALANT.

IN AREAS DESIGNATED TO HAVE A RATED CEILING, BUILD WALLS THAT ARE NOT

INDICATED TO GO TO DECK TO UNDERSIDE OF RATED CEILING.

ALTHOUGH WALL STUD SIZE / SPACING ARE LISTED, CONTRACTOR WILL VERIFY AND

PROVIDE APPROPRIATE SIZE / GAGE / SPACING OF STUDS REQUIRED FOR CONDITIONS

INDICATED AND NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION /

INSTALLATION.

ENLARGED DRAWING REFERENCE

ELEVATION DATUM REFERENCE

NORTH ARROW

DRAWING NUMBER

SHEET NUMBER

BUILDING SECTION CUT REFERENCE

SF27

A101

SIM

W3

KEYED NOTE

REVISION REFERENCE

WINDOW TAG

DOOR TAG

ROOM NAME AND NUMBER

COLUMN GRID NEW

A

DRAWING NUMBER

SHEET NUMBER

WALL SECTION CUT REFERENCE

DRAWING NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE

WALL TYPE REFERENCE (REFERENCE

INTERIOR PARTITION LEGEND)

COLUMN GRID EXISTING

1 EQUIPMENT TAG

X

XX

X

XX

1 Ref

XX

Room

A.

B.

C.

D.

E.

F.

G.

COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUD FRAMING, FINISHED FACE OF

EXISTING WALL SURFACE, OR FACE OF CONCRETE / MASONRY UNITS UNLESS NOTED

OTHERWISE.

THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE

RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND

SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS,

SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL

FURNISH ALL NECESSARY PERMITS.

THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF

THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS

(DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE

PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE

BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL,

MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT

INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED

FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS,

THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER

EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN

EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR

THEIR WORK.

CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES,

LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH BUILDING COMPONENT

LOCATION. BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION IN WRITING

IMMEDIATELY.

ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE AND MANNER

ACCEPTABLE TO THE ARCHITECT AND OWNER.

CAULK INTERSECTION BETWEEN DIFFERENT MATERIALS.

CAULK TOILET FIXTURES AND COUNTERTOP SPLASHES TO FINISH SURFACE IN

ACCORDANCE WITH SEALANT SCHEDULE IN SPECIFICATIONS.

EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR BEGINNING OF

WORK. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ARCHITECT'S

ATTENTION IN WRITING IMMEDIATELY.

COVER ALL RETURN AIR AND EXHAUST GRILLES WITH FILTER MEDIA FOR DURATION OF

JOB AND CHANGE REGULARLY.

EARTH

NOTE: PATTERNS SHOWN REPRESENT CUT

MATERIALS IN PLAN OR SECTION, UNLESS NOTED

OTHERWISE.GRANULAR FILL

CONCRETE, CAST-IN-PLACE

CONCRETE, PRECAST/CAST

STONE

CONCRETE MASONRY UNIT

BRICK MASONRY

STONE: LIMESTONE, GRANITE,

MARBLE OR AS NOTED

METAL: TYPE AS NOTED

METAL: ROLLED SHAPES

WOOD FRAMING / BLOCKING:

CONTINOUS

WOOD SHIM

WOOD/FINISHED,

SHOWN CUT AND ELEVATION

PLYWOOD

PARTICLEBOARD

EIFS

SPRAYED FIREPROOFING

SHOWN ON ROLLED SHAPE

BATT INSULATION: THERMAL OR

ACOUSTICAL, UNO

RIGID INSULATION: THERMAL,

ACOUSTICAL, OR SAFING

SHEATHING: GYPSUM, OR AS

NOTED

GYPSUM WALL BOARD

TILE: CERAMIC, QUARRY, UNO

RESINOUS FLOORING: TERRAZO,

TROWEL-ON, UNO

ACOUSTICAL CEILING TILE

GRATING (PLAN)

INSULATED GLASS:

(SMALL SCALE)

GRATING (SECTION)

MEMBRANE: WATERPROOF,

ROOF, DAMPPROOFING

AIR BARRIER SYSTEM

INSULATED GLASS:

(DETAIL)

TERRA COTTA, STRUCTURAL CLAY

TILE

CARPET, CARPET TILE (DETAIL)

SAND, GROUT

AS NOTED

GLASS FIBER REINFORCED

CONCRETE SIDING OR TRIM

WOOD/ENGINEERED: GLUE

LAMINATED

PLASTER ON METAL LATH

WOOD FLOOR, WOOD SHINGLES,

OR SIDING

F2

F3

F6

F1 F1S

WALL PARTITION TYPE

4"

PL

AN

V

IE

W

SE

CT

IO

N

VI

EW

SE

CT

IO

N

VI

EW

REMARKS

NON-

RATED

NON-

RATED

NON-

RATED

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

NON-

RATED

F

METAL STUD FRAMING @ 16" O.C. MAX.

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, ONE SIDE

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL RUNNER

SEALANT AND BACKER ROD; ONE SIDE, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE

OCCURS; REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR

OCCURRENCE, LOCATION, AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE

RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X AS SUBSTRATE IN ALL

RESTROOMS AND JANITOR'S CLOSETS,TYPICAL.

METAL RUNNER

LINE OF

STRUCTURE

UNDERSIDE

OF

STRUCTURE

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA

NA

NA

NA

2 - 1/4"

3 - 1/8"

4 - 1/4"

6 - 5/8"6"

3 - 5/8"

2 - 1/2"

1 - 5/8"

STC:

NO SOUND

WITH SOUND

F2S

F3S

F6S

F8

NON-

RATED NA8 - 5/8"8"

F8S

LATERAL BRACING AT 4'-0" O.C. MAX.

ABBREVIATIONS

P

PERM PERMANENT

PH PHASE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARATION

PROJ PROJECT

PT PRESERVATIVE

TREATED

PTD PAINTED

PTN PARTITION

Q

QT QUARRY TILE

R

R RADIUS

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFER(ENCE)

REINF REINFORCE(D)(ING)(M

ENT)

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNOT

S

SAN SANITARY

SCW SOLID CORE WOOD

SF SQUARE FOOT

SPKLR SPRINKLER

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR or ST STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMBOL

SYS SYSTEM

T

T&G TONGUE AND

GROOVE

T/ TOP OF

TEL TELEPHONE

TEMP TEMPORARY

THRES THRESHOLD

TOT TOTAL

TYP TYPICAL

U

UNIF UNIFORM

UNO UNLESS NOTED

OTHERWISE

UR URINAL

V

VB VINYL BASE

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VIN VINYL

VT VINYL TILE

VWC VINYL WALL

COVERING

W

W/W WALL TO WALL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HUNG

WT WEIGHT

G

GALV GALVANIZED

GLZ GLAZING

GUT GUTTER

GYP BD/GWB GYPSUM BOARD

H

HC HANDICAP(PED)

HCW HOLLOW CORE WOOD

HDWE/HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING,

VENTILATION, AIR

CONDITIONING

I

ICF INSULATED

CONCRETE FORM

ID INSIDE DIAMETER

IF INSIDE FACE

INCAND INCANDESCENT

INDIC INDICATE

INSTL INSTALL(ATION)

INSUL INSULATION

INT INTERIOR

J

JST JOIST

JT JOINT

L

LAV LAVATORY

LD BRG LOAD BEARING

LF LINEAR FOOT

LTG LIGHTING

LTWT LIGHTWEIGHT

LVR LOUVER

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICINE (MEDICAL)

MET METAL

MFG MANUFACTURER (ING)

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MULT MULTIPLE

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFCI OWNER FURNISHED -

CONTRACTOR

INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

ORD OVERFLOW ROOF

DRAIN

ORIG ORIGINAL

A

A/E ARCHITECT/ENGINEER

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING

TILE

ADA AMERICAN'S WITH

DISABILITIES ACT

ADD ADDENDUM

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT (URAL)

B

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

C

C/C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CER CERAMIC

CF CUBIC FOOT

CFCI CONTRACTOR

FURNISHED /

CONTRACTOR

INSTALLED

CHAN CHANNEL

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY

UNIT

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CP/CPT CARPET

D

DEMO DEMOLITION (ISH)

DF DRINKING FOUNTAIN

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DO DOOR OPENING

DS DOWNSPOUT

DWG DRAWING

E

EJ EXPANSION JOINT

ELEC ELECTRICAL

(ELEVATOR)

ELEV ELEVATION

ENCL ENCLOSURE

ENGR ENGINEER

EQUIP EQUIPMENT

EWC ELECTRICAL WATER

COOLER

EXST EXISTING

F

F/F FACE TO FACE

FDN FOUNDATION

FE FIRE EXTINGUISHER

FHC FIRE HOSE CABINET

FIN FINISH

FIN FL FINISHED FLOOR

FLR (FLRG) FLOOR(ING)

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RATING

FT FIRE TREATED

FTG FOOTING

FURN FURNITURE

FURR FURRING

WALL PARTITION TYPEGRAPHIC LEGEND

MATERIALS LEGEND

GENERAL NOTES

GENERAL PARTITION NOTES

P. THE CONTRACTOR IS RESPONSIBLE FOR MOVING, STORING AND PROTECTING ALL

EXISTING FURNITURE AND EQUIPMENT IN EACH AREA FOR THE DURATION OF THE PROJECT.

FURNITURE AND EQUIPMENT DAMAGED BY THE CONTRACTOR WILL BE REPLACED OR

RESTORED TO COMPLETE FUNCTIONALITY AND APPEARANCE BY THE CONTRACTOR AT NO

COST TO THE VA.

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 - REPLACE MECHANICAL

EQUIPMENT IN BUILDINGS 23 & 25

657-20-109JB

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC. JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

07-09-2021 DEH MV

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

P R O F E S S I O N A L E N G I N E E R

PE-2021014461

HANNAH

ROSE

KIGER

S

TA

TE

OF MI SSOUR

I

23 & 25

00-AE-001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

BID DOCUMENTS

9 36

H103AH103A

AT CONTRACTORS

DISCRETION SUPPORT

MAY BE RELOCATED

INSTEAD OF PROVIDING

NEW; SEE REVISED PLAN

REMOVE PORTION OF

CATWALK AT

SUPPORTS AS SHOWN

NEW SUPPORT POST

OR RELOCATED; SEE

DEMO PLAN

BLDG. 25 ENLARGED FIRST

FLOOR DEMOLITION PLAN

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

D

BLDG. 25 ENLARGED FIRST

FLOOR REVISED PLAN

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

D

PLAN NOTES:

1. SAW CUT STRAIGHT EDGE ACROSS METAL DECK. GRIND EDGE SMOOTH; SEE

DETAIL C1, THIS SHEET.

2. SAW CUT HAND RAILS AS REQUIRED.

3. NEW VERTICAL RAIL TO MATCH DIAMETER AND LENGTH OF EXISTING. WELD TO

EXISTING "C" CHANNEL BASE AS REQUIRED.

4. INSTALL TWO CHAIN CATCH AND HOOK FOR FALL PROTECTION AS REQUIRED.

5. REMOVE PORTION OF CATWALK AND RAILINGS.

6. SEE REVISED DETAIL C3, THIS SHEET.

7. NEW 4' STEEL POST TO MATCH EXISTING CONSTRUCTION, FROM FLOOR UP TO

EXISTING CATWALK.

EXISTING CATWALK SUPPORT DETAIL

NO SCALE

D

SQUARE STEEL PLATE

BOLTED TO

CONCRETE FLOOR

4"Ø STEEL POST

8"x 2-1/4" STEEL

CHANNEL

8"x 2-1/4" STEEL

CHANNEL

STEEL ANGLE

1/4" CHECKERED

STEEL FLOOR PLATE

CATWALK DEMO

NO SCALE

C

CATWALK REVISED

NO SCALE

C

EX VERTICAL RAIL

EXISTING UPPER

CATWALK

EXISTING CATWALK

PLATFORM

DN

EXISTING CATWALK

PLATFORM

EXISTING CATWALK

PLATFORM

EXISTING UPPER

CATWALK

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 - REPLACE MECHANICAL

EQUIPMENT IN BUILDINGS 23 & 25

657-20-109JB

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC. JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

07-09-2021 DEH MV

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

P R O F E S S I O N A L E N G I N E E R

PE-2021014461

HANNAH

ROSE

KIGER

S

TA

TE

OF MI SSOUR

I

FIRST, SECOND, AND THIRD FLOOR

ARCHITECTURAL PLAN BUILDING 25

25-AE-11231

100% DESIGN DOCUMENTS

10 36