ATTACHMENT II - Drawings.pdf

G E N E R A L N O T E S A.

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THE CONTRACT DRAWINGS AND SPECIFICATIONS (INDICATED BY THE SAME PROJECT NUMBER)

ARE COMPLEMENTARY. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE (C.O.R.) OF ANY DISCREPANCIES FOUND DURING BIDDING AND THROUGH

CONSTRUCTION.

DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN.

THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO

DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE CONTRACTOR SHALL EXAMINE EXISTING

BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE.

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN

DURING DEMOLITION AND CONSTRUCTION.

THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT.

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES

BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL

CONDITION AT THE END OF THE PROJECT.

PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED

AND FIRE SAFE’D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION

OPERATIONS FOR EACH DAY.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL

AUTHORITIES' RULES AND REGULATIONS.

THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND

MINIMUM QUALITY OF WORK EXPECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,

METHODS AND TECHNIQUES FOR CONSTRUCTION AND EXPECTED QUALITY.

ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE

SALVAGED AND REFURBISHED. MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE

INDUSTRY STANDARDS.

COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES. EXACT SIZE AND LOCATION OF ROOF,

WALL, AND FLOOR OPENINGS SHALL BE VERIFIED WITH CORRESPONDING CONTRACTING TRADES

PRIOR TO CONSTRUCTION.

ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND

VERIFYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT

MANUFACTURER AND CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONSTRUCTION.

WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE

ATTACHMENT OF NEW CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO

RECEIVE THE NEW MATERIALS FOR A LEVEL AND SMOOTH FINISH.

FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW

CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW

CONSTRUCTION, TIGHTLY SEAL AND CAULK.

CONTRACTOR SHALL HOST ONLINE CONSTRUCTION MANAGEMENT PLATFORM FOR THE

DURATION OF THE PROJECT.

CAMPUS LOCATION

PROJECT LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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GI000

COVER SHEET

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 1 OF 29

REPLACE SPS AIR HANDLER AND HUMIDIFICATION

PROJECT NUMBER: 610-23-501

VA NORTHERN INDIANA HEALTHCARE SYSTEM

MARION CAMPUS

DEPARTMENT OF VETERANS AFFAIRS

MARION, INDIANA 46953

1700 E 38TH STREET

L O C A T I O N M A P N

NTS

V I C I N I T Y M A P

N

NTS

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET 1

GI001 OVERALL BASEMENT PLAN 2

GI002 ICRA CLASS V REQUIREMENTS 3

GI003 ARCHITECTURAL ABBREVIATIONS 4

GI101 PROJECT ACCESS PLAN 5

ARCHITECTURE

AD140 ARCHITECTURAL BASEMENT DEMOLITION RCP 6

AE100 ARCHITECTURAL BASEMENT FLOOR PLAN 7

AE101 ARCHITECTURAL FIRST FLOOR PLAN AND ROOF PLAN 8

AC140 ARCHITECTURAL BASEMENT RCP 9

MECHANICAL

M001 MECHANICAL LEGENDS AND ABBREVIATIONS 10

MD100 MECHANICAL BASEMENT DEMOLITION PLAN 11

MD101 MECHANICAL PARTIAL DEMOLITION PLAN 12

MH100 MECHANICAL BASEMENT HVAC PLAN 13

MH101 MECHANICAL PARTIAL PLANS 14

MP100 MECHANICAL BASEMENT PIPING PLAN 15

M400 MECHANICAL SECTIONS 16

M500 MECHANICAL DETAILS 17

M501 MECHANICAL DETAILS 18

M600 MECHANICAL SCHEDULES 19

M601 MECHANICAL SCHEDULES 20

M700 MECHANICAL CONTROLS 21

M701 MECHANICAL CONTROLS 22

M800 MECHANICAL BASEMENT AIR FLOW DIAGRAM 23

ELECTRICAL

E001 ELECTRICAL LEGEND AND ABBREVIATIONS 24

E100 ELECTRICAL CONDUIT ROUTING PLAN 25

ED100 ELECTRICAL BASEMENT DEMOLITION PLAN 26

EL100 ELECTRICAL BASEMENT LIGHTING PLAN 27

EP100 ELECTRICAL BASEMENT POWER PLAN 28

EP101 ELECTRICAL ROOF PLANS 29

No. Revisions: Date:

0 ISSUED FOR CONSTRUCTION 03/27/2024

SPS

005C

TR ROOM

005B

CLEAN STERILE SUPPLY

005D

DECONTAMINATION

EMS

007B

OFFICE

VEST

SPS ALCOVE

005E

EQUIPMENT STORAGE

003C

RECEIVING

G E N E R A L N O T E S A.

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CONTRACTOR SHALL PROVIDE DUST SEPARATION FOR THE CONSTRUCTION AREA AT THE BEGINNING OF EACH SHIFT. AT THE END OF EACH SHIFT, CONTRACTOR IS TO REMOVE DUST SEPARATION AND CLEAN AREA AS REQUIRED. PROVIDE STICKY WALK-OFF MATS AT ENTRANCE TO CONSTRUCTION AREA AND PROVIDE CONSTRUCTION SIGNAGE STATING "DANGER -CONSTRUCTION AREA, AUTHORIZED PERSONNEL ONLY".

PHASING IS TO BE DONE IN SEQUENCE ACCORDING TO PLANS.

MAINTAIN ALL EGRESS PATHS. NO EXITS TO BE BLOCKED.

PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY

RELATE TO THE OVERALL PROJECT.

ALL CONSTRUCTION ENTRY DOORS ARE TO USE VA STANDARD DOOR HARDWARE AND KEYED ALIKE WITH VA

STANDARD LOCKSETS.

ALL CONSTRUCTION ENTRANCE DOORS ARE TO REMAIN LOCKED AT ALL TIMES.

AFTER HOURS WORK TO TAKE PLACE BETWEEN 6:00 PM - 5:30 AM, MONDAY - FRIDAY, ALL DAY SATURDAY AND SUNDAY. CONTRACTOR SHALL COORDINATE BUILDING ACCESS WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

TEMPORARY WALL REMOVAL TO TAKE PLACE AFTER STANDARD OPERATING HOURS.

ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS INDICATED IN SPECIFICATIONS SHALL BE DONE AFTER

HOURS AND COORDINATED WITH THE COR.

IF HAZARDOUS MATERIAL IS ENCOUNTERED INSIDE EXISTING WALLS AND/OR AREAS NOT VISIBLE PRIOR TO

DEMOLITION, CONTRACTOR SHALL CONTACT COR FOR ABATEMENT.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE ALL BUILDING AND CONSTRUCTION CODES

ARE MET FOR EACH PHASE PRIOR TO OCCUPANCY BEING GRANTED.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT AND COR OF ALL APPARENT DISCREPANCIES OR OMISSIONS PRIOR TO BIDDING AND CONSTRUCTION OF THE WORK.

EACH ZONE CAN BE COMPLETED CONCURRENTLY WITH OTHER ZONES.

BUILDING 138

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//M ar io n

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GI001

OVERALL BASEMENT PLAN

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 2 OF 29

Scale: 1" = 30'-0"

OVERALL BASEMENT PLAN

N.T.S.Scale:

KEY PLANN

A

A

BLUE CORE LOCKSET

LOCKED AT ALL TIMES

KEYS ISSUED TO C.O.R.

PROVIDE STICKY MATS

(CHANGED HOURLY)

TEMPORARY ANTE ROOM

HARD BARRIER

FL

EX

D

UC

T

POST ICRA, ILSM, FIRE INSPECTION SHEETS

VISIBLE TO PUBLIC

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY DAILY).

IF NOT, VERIFY ALL OPENINGS, SUCH AS DOORS, ARE

CLOSED AND / OR CHANGE OUT NEGATIVE AIR PRE-FILTER

(TYPICAL REGULATOR INSTALLATION)

LOUVER

PROVIDE FIRE RATED LOUVERS

THROUGH FIRE RATED WALLS

HEPA NEGATIVE AIR UNIT

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN NOT

RUNNING TO KEEP DUST OUT

COVER ALL RETURNS AT THE

GRATE / DIFFUSERS

OUTSIDE OF BUILDING

PRE-FILTER

CHANGED WEEKLY

AT A MINIMUM

HEPA FILTER

CHANGED MONTHLY

AT A MINIMUM

PROVIDE A 6'-0" x 4'-0" WALK OFF MAT

INSIDE THE TEMPORARY ANTE ROOM

(CHANGE WHEN NECESSARY TO

MAINTAIN CLEANLINESS)

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

TAPE ALL SERVICES TO PROTECT

AGAINST CONTAMINATION

OPTIONAL EXHAUST DUCTS (COVER

THE GRATES AND THE DIFFUSERS) E

A O V

EXHAUST TO EXTERIOR

TEMPORARY ANTE ROOM

HEPA NEGATIVE AIR UNIT

COMPLETELY SEALED WALL

OPENING OR WINDOW OPENING

FLEX DUCT

GRATE / DIFFUSER (DOWNWARD

DEFLECTION

DUCTWORK / FRAME /

DIFFUSER @ 12" A.F.F.

FINISHED FLOORING TO BE KEPT CLEAN. FLOORS NOT

BEING REPLACED TO BE PROTECTED OR COVERED

WITH ROSEN PAPER / FIRE RATED PLYWOOD.

EXISTING WALLEXISTING WALL

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

EXISTING FIRE

SPRINKLER SYSTEM

EXISTING CONCRETE SLAB ABOVE

HARD BARRIER

EXISTING CONCRETE SLAB ABOVE

FLEX DUCT

HEPA NEGATIVE AIR UNITFLEX DUCT

PLASTIC WINDOW (ON

ALL SIDES

ZIPPER SIDE ENTRY

MOBILE CONTAINMENT CART WITH

CANVAS / 1-1/4" SQUARE STEEL

TUBULAR FRAME

SWIVEL CASTERS TWO WITH

LOCKING OUTER BRAKES

AD

JU

ST

AB

LE

HE

IG

HT

AD

JU

ST

AB

LE

HE

IG

HT

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

POST ICRA, ILSM, FIRE INSPECTION

SHEETS VISIBLE TO PUBLIC

AP

PR

OX

. 4 8" A .F .F

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

THIS IS A

RESTRICTED AREA

AREA UNDER CONSTRUCTION

C.O.R. NAME AND

CONTACT INFO

CONST. SUPERVISOR

NAME AND CONTACT

INFO

INDICATOR (REFER TO PLAN

& ELEVATION)

17" MIN

" M

IN

ON FLOOR PLAN.

STRUCTURAL DECK ABOVE

2' x 4' SUSPENDED ACOUSTICAL CEILING AS

SCHEDULED ON FLOOR PLAN

3 5/8" INSULATED WALL WITH 16 GA. METAL

STUD AT 16" O.C. WITH 5/8" GYPSUM BOARD

EACH SIDE. WALL TO EXTEND TO ROOF

METAL DECKING

4 7/8"

4" RUBBER COVE TO MATCH EXISTING

AREA BASE @ BOTH SIDES

ATYPE BTYPE

C

EI

LI

N G H

EI

G H T 8' -0

W

AL

L H

EI

G H T

VA

R

IE

S

FI

EL

D V

ER

IF

Y

C

EI

LI

N G H

EI

G H T 8' -0

W

AL

L H

EI

G H T

VA

R

IE

S

FI

EL

D V

ER

IF

Y

3 5/8" INSULATED WALL WITH 16 GA. METAL

STUD AT 16" O.C. WITH 5/8" GYPSUM BOARD

EACH SIDE.

2' x 4' SUSPENDED ACOUSTICAL CEILING AS

SCHEDULED ON FLOOR PLAN

4 7/8"

4" RUBBER COVE TO MATCH EXISTING

AREA BASE @ BOTH SIDES

LOW RISK GROUP

CONSTRUCTION PROJECT TYPE

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

RISK RELATED

GROUP TYPE A TYPE B TYPE C TYPE D

I II II III

II

III IV

V

III

IV

IV

V

V

I

I

III

CONSTRUCTION PROJECT BY PATIENT RISK

IC MATRIX - CLASS OF PRECAUTIONS:

INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISKNOTE:

LEVEL INDICATE THAT CLASS III, IV, OR V CONTROL PROCEDURES ARE NECESSARY.

LOW RISK

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

CLASS V WORK ITEMS NOTES:

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Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or if ceiling tile is removed, to the deck above.

All (plastic or hard) barrier construction activities must be completed in a manner that prevents dust release. Plastic barriers must be effectively affixed to ground and ceiling and secure from movement or damage. Apply tape that will not leave a residue to seal gaps between barriers, ceiling or floor.

Seal all penetrations in containment barriers, anteroom barriers, including floors and ceiling using approved materials (UL schedule firestop if applicable for barrier type).

Construct anteroom large enough for equipment staging, cart cleaning, workers. The anteroom must be constructed adjacent to entrance of construction work area.

Personnel will be required to wear coveralls at all times during Class V work activities. Coveralls must be removed before leaving the anteroom.

Remove or isolate return air diffusers to avoid dust entering the HVAC system.

Remove or isolate the supply air diffusers to avoid positive pressurization of the space.

Negative airflow pattern must be maintained from the entry point to the anteroom and into the construction area. The airflow must cascade from outside to inside the construction area. The entire construction area must remain negatively pressurized.

Maintain negative pressurization of the entire workspace using HEPA exhaust air systems directed outdoors. Exhaust discharged directly to the outdoors that is 25 feet or greater from entrances, air intakes and windows does not require HEPA-filtered air.

If exhaust is directed indoors, then the system must be HEPA filtered. Prior to start of work, HEPA filtration must be verified by particulate measurement as no less than 99.97% efficiency and must not alter or change airflow/pressure relationships in other areas.

Exhaust into shared or recirculating HVAC systems, or other shared exhaust systems (bathroom exhaust) is not acceptable.

Install device (e.g., magnehelic, manometer, or digital monitoring) on exterior of work containment to continually monitor negative pressurization. The “ball in the wall” or similar apparatus are not acceptable.

Contain all trash and debris in the work area.

Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

Worker clothing must be clean and free of visible dust before leaving the work area anteroom.

Workers must wear shoe covers prior to entry into the work area. Shoe covers must be changed prior to exiting the anteroom to the occupied space (non-work area). Damaged shoe covers must be immediately changed.

Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

In the event that there is a deviation in place to discharge the exhaust air into occupied space (and not outside), then consider particulate sampling to help identify contaminants that may enter patient care areas.

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2.

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Class III (Type C Activities only), IV, and V precautions require inspection and documentation for downgraded ICRA precautions.

Construction areas must be inspected by an infection preventionist or designee and engineering representative for discontinuation or downgrading of ICRA precautions.

Work Area Cleaning:

Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

Critical barriers must remain in place during all work involving drywall removal, creation of dust and activities beyond simple touch-up work. The barrier may NOT be removed until a work area cleaning has been performed.

All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

Carefully remove screws and painter tape.

If dust will be generated during screw removal, use hand-held HEPA vacuum.

Drywall cutting is prohibited during removal process.

Clean all stud tracks with HEPA vacuum before removing outer hard barrier.

Use a plastic barrier to enclose area if dust could be generated.

Negative Air Requirements:

The use of negative air must be designed to remove contaminates from the work area.

Negative air devices must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.

Maintain minimum negative air pressure, 0.01 inches of water gauge within work site utilizing HEPA equipped air filtration units and continuously monitored with a digital display, recording and alarm instrument, which must be calibrated on installation, maintained with periodic calibration, and monitored.

HVAC systems:

Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

Verify that HVAC systems are clean and operational.

Verify the HVAC systems meets original airflow and air exchange design specifications.

GENERAL NOTES:

ALL PERSONNEL ENTERING THE CONSTRUCTION SITE AREA MUST WEAR A HARD HAT AND SAFETY GLASSES ALONG

WITH ANY OTHER PPE REQUIRED IN THAT AREA.

ALL APPLICABLE FORMS TO BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

PERMITS TO INCLUDE:

ICRA, ILSM, ABOVE CEILING, FIRE SPRINKLER SYSTEM, MEDICAL GASES, UTILITY SHUT-DOWN, FIRE / SMOKE

WALL, FIRE ALARM SYSTEM.

THE CONSTRUCTION AREA MUST MAINTAIN A NEGATIVE PRESSURE VENTILATION. NEGATIVE AIR UNIT TO BE MAINTAINED WITH FILTER(S) REPLACEMENT PER SPECIFICATIONS. WEEKLY REPLACEMENT OF PRE-FILTER OR AS NECESSARY. HEPA FILTER REPLACED MONTHLY. CLEAN ALL EXTERIOR SURFACES OF CARTS AND TOOLS AT THE END OF EACH SHIFT.

MONITOR NEGATIVE PRESSURE AND POST LOG AT THE END OF EACH SHIFT.

CONSTRUCTION CLASS WILL BE DETERMINED BY THE CONSTRUCTION SAFETY COMMITTEE.

DURING CONSTRUCTION BE CERTAIN THAT:

BARRIER ARE INTACT AND MAINTAINED.

PRACTICAL COUNT METER IS AVAILABLE.

NEGATIVE INDICATOR IS AVAILABLE

INSPECTED / DATED FIRE EXTINGUISHER(S) ARE AVAILABLE & MOUNTED PROPERLY.

ICRA REQUIREMENTS ARE INTACT AND VERIFY ARE BEING MAINTAINED.

WALK-OFF MATS AND STICKY MATS ARE MAINTAINED PROPERLY.

Public hallways and gathering areas not on clinical units.

Office areas not on clinical units.

Breakrooms not on clinical units.

Bathrooms or locker rooms not on clinical units.

Mechanical rooms not on clinical units.

EVS closets not on clinical units.

Waiting areas.

Clinical engineering.

Materials management.

Sterile processing department - dirty side.

Kitchen, cafeteria, gift shop, coffee shop, and food kiosks.

Patient care rooms and areas All acute care units Emergency department Employee health Pharmacy - general work zone Medication rooms and clean utility rooms Imaging suites:

diagnostic imaging Laboratory.

All transplant and intensive care units.

All oncology units.

OR theaters and restricted areas.

Procedural suites.

Pharmacy compounding.

Sterile processing department - clean side.

Transfusion services.

Dedicated isolation wards/units.

Imaging suites:

invasive imaging.

Non-patient care areas such as:

Patient care support areas such as:

Patient care areas such as:

Procedural, invasive, sterile support and highly compromised patient care areas such as:

NTS1 TYPICAL ALTERNATIVE CONSTRUCTION LAYOUT

NTS2 CROSS-SECTION 'A-A' CLASS V NTS3 MOBILE CONTAINMENT CART

NTS5 ANTE ROOM ELEVATION

NTS4 WALL TYPES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Au to de sk D oc s:

//M ar io n

VA

R ep la ce S

PS

A H U /F

FE

_M ar io n

- R ep la ce S

PS

A H U _B (2 3) .rv t

3/ /2 5:

:5

PM

GI002

ICRA CLASS V REQUIREMENTS

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 3 OF 29No. Revisions: Date:

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

& OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

ROOM NAME

150 SF

S Y M B O L S

N

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR

FURNISH/CONTRACTOR INSTAL

C.F.O.I. CONTRACTOR FURNISH/OWNER

INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S

REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT

CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR

CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL,

PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR

INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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GI003

ARCHITECTURAL ABBREVIATIONS

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 4 OF 29No. Revisions: Date:

EXISTING UNDERGROUND TUNNEL -

IF CONTRACTOR PROPOSES USE OF CRANE

FOR CHILLER DELIVERY, DO NOT PLACE

CRANE ABOVE TUNNEL

907' - 4 1/4"

894' - 4"

909' - 6"

894' - 4"

870' - 0"

894' - 4 1/4"

EXISTING CONCRETE

SIDEWALK

EXISTING CONCRETE

NEW CHILLER

BUILDING 172

EXISTING TREE

(TYP.)

BUILDING 138

COURTYARD

LOADING DOCK

EXTERIOR DOOR

PROPOSED CHILLER

DELIVERY LOCATION

AND ROUTE

EXISTING CONCRETE

DRIVE

GRASS

GRASS

AE101

843' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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GI101

PROJECT ACCESS PLAN

03/27/2024 PQ CL

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 5 OF 29

1" = 20'-0"1 PROJECT ACCESS PLAN

5s4s j i

H

F

E

C

M

N

PS 10.5

DECON

CLEAN STERILE SUPPLY

005D

OFFICE

DECON

EMS

007B

SPS

005C

TELECOM

005B

VEST

6' - 10"

7' - 6"

6' - 7"

7' - 2"

7' - 2"

8' - 0" 8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

CORRIDOR

C003

SPS ALCOVE

005E

8' - 1"

RECEIVING

EQUIPMENT STORAGE

003C

EXPOSED

EXPOSED

EXPOSED

REMOVE, SALVAGE, AND REINSTALL

CEILING TILES AS NEEDED FOR MECHANICAL

WORK IN THIS SPACE.

COORDINATE WITH MECHANICAL DRAWINGS.

REMOVE, SALVAGE, AND REINSTALL

CEILING TILES AS NEEDED FOR MECHANICAL

WORK IN THIS SPACE.

COORDINATE WITH MECHANICAL DRAWINGS.

BUILDING 138

DRAWING LEGEND

24" X 48" CEILING TILE SYSTEM TO BE DEMOLISHED

24" X 24" CEILING TILE SYSTEM TO BE DEMOLISHED

LIGHTING FIXTURE TO BE DEMOLISHED

MECHANICAL DIFFUSER TO BE DEMOLISHED

MECHANICAL RETURN/EXHAUST TO BE DEMOLISHED

8' - 0" TAG DENOTES APPROXIMATE CEILING HEIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AD140

ARCHITECTURAL BASEMENT

DEMOLITION RCP

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 6 OF 29

3/16" = 1'-0"

DEMOLITION - REFLECTED CEILING PLAN - BASEMENT

GENERAL DEMOLITION NOTES

A.

B.

C.

D.

E.

F.

UNLESS NOTED OTHERWISE, DRAWINGS AND NOTES REFER TO ARCHITECTURAL DEMOLITION. FIELD VERIFY LOCATION OF EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING INFRASTRUCTURE TO BE REMOVED. SEE MEP DRAWINGS FOR

REMOVAL WORK ASSOCIATED WITH THOSE TRADES.

ARCHITECTURAL DEMOLITION SCOPE IS LIMITED TO THE REMOVAL OF ALL CEILINGS IN THE AFFECTED AREAS (SHOWN SHADED AND WITH DASHED LINE IN PLAN), INCLUDING SUPPORTS, ANCHORAGES, AND OTHER RELATED ELEMENTS.

CEILING CONTRACTOR IS RESPONSIBLE FOR QUANTIFYING ALL CEILING DEVICES FOR REMOVAL. REMOVE WIRELESS

ACCESS POINTS (WAP) BEFORE DEMOLITION.

REVIEW ALL ENVIRONMENTAL REPORTS AND PROVIDE REQUIRED METHODS FOR MITIGATION OF HAZARDOUS MATERIALS

WITHIN SCOPE OF PROJECT.

ALL EXISTING STRUCTURAL ELEMENTS ARE TO REMAIN. ALL EXISTING PARTITIONS (WALLS, DOORS, AND WINDOWS) ARE

TO REMAIN. PROTECT FOR THE DURATION OF THE WORK.

REPAIR WALLS AND ANY OTHER ELEMENTS DAMAGED DUE TO CEILING OR MEP SYSTEMS DEMOLITION.

PROTECT EXISTING CEILING MOUNTED ELECTRICAL DEVICES FOR REINSTALLATION IN NEW CEILING. PROVIDE TEMPORARY ADJUSTMENT TO THE FIRE ALARM SYSTEM AS NECESSARY (WITH THE APPROVAL OF THE COR) WHEN PROTECTING SMOKE

DETECTORS.

N.T.S.Scale:

KEY PLANN

j i

H

F

E

C

B

A

L

M

N

PS

OFFICE

DECON

EMS

007B

DECON

CLEAN STERILE SUPPLY

005D

EQUIP

007A

MECHANICAL CHASE

005A

SPS

005C

TELECOM

005B

VEST

CORRIDOR

C003

STERILE SUPPLY

ANTEROOM REQUIRED - EXACT

LOCATION AS PROPOSED BY

CONTRACTOR AND COORDINATED

WITH COR.

ICRA PLAN SHOWN IS FOR DESIGN

INTENT ONLY AND PROVIDES

PARAMETERS FOR CONTRACTOR-

PROPOSED PHASING PLAN. REFER

TO PHASING REQUIREMENTS WITHIN

01 00 00 GENERAL REQUIREMENTS.

ALL EXISTING WALLS BEING USED

AS ICRA BARRIERS SHALL BE

VERFIED TO EXTEND TO DECK.

WALLS NOT EXTENDING TO DECK

CANNOT BE USED AS PART OF

CONSTRUCTION BARRIER.

PHASE CONSTRUCTION TO

MINIMIZE RESTRICTION TO

EGRESS ROUTE.

SPS ALCOVE

005E

PHASE WITH RELOCATED

ANTEROOM FOR MINIMAL

DISTURBANCE TO AREA.

REFER TO INFECTION

CONTROL DETAILS ON GI002

1-HOUR TEMPORARY CONSTRUCTION

BARRIER REQUIRED. TEMPORARY

DOORS PART OF BARRIER

REQUIRED TO BE 45 MIN.

A

AE1019'

9"

5' - 4"

INFILL EXISTING OPENING IN 12" CONCRETE WALL

APPROX. DIMENSIONS 18"x12". VERIFY IN FIELD

G E N E R A L N O T E S A.

B.

C.

D.

VERIFY EXISTING CONDITIONS BEFORE BID AND CONSTRUCTION.

REFER TO SHEET GI000 FOR GENERAL NEW WORK NOTES.

REFER TO MEP DRAWINGS FOR RESPECTIVE WORK.

ARCHITECTURAL SCOPE OF WORK IS LIMITED TO CEILING WORK OF SHADED ROOMS. REFER TO

CEILING PLAN FOR MORE INFO.

BUILDING 138

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE100

ARCHITECTURAL BASEMENT

FLOOR PLAN

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 7 OF 29

3/16" = 1'-0"

FLOOR PLAN - BASEMENT

N.T.S.Scale:

KEY PLANN

A.

B.

C.

D.

E.

F.

a.

b.

c.

G.

a.

b.

c.

d.

e.

f.

H.

a.

b.

c.

I.

a.

J.

a.

b.

K.

a.

b.

c.

DUE TO THE LOCATION OF RENOVATION WORK INDICATED CONSTRUCTION IS WITHIN INFECTION RISK CATEGORY V.

THE INFECTION AND DUST CONTROL PLANS SHALL BE DISTRIBUTED AND APPLIED BY ALL CONTRACTORS PERFORMING WORK ON

THIS PROJECT.

REFER TO SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS FOR ADDITIONAL INFECTION CONTROL INFORMATION.

COORDINATE ALL WORK ASSOCIATED WITH PROJECT FOLLOWING THE SITE-SPECIFIC INFECTION CONTROL RISK

ASSESSMENT PUBLISHED BY THE VAMC.

AREAS ADJACENT TO IMMEDIATE (PHASED) WORK AREAS WILL BE FULLY OCCUPIED AND FUNCTIONING NORMALLY

THROUGHOUT THE CONSTRUCTION PERIOD.

THERE WILL BE ZERO TOLERANCE FOR ANY DUST MIGRATION OUTSIDE OF THE IMMEDIATE WORK SITE AREAS IDENTIFIED BY

PHASING PLANS.

CONTRACTOR SHALL PROVIDE FOR PROFESSIONAL TERMINAL CLEANING OF PHASED WORK AREAS PRIOR TO TURNING

OVER TO THE VAMC FOR OCCUPANCY.

EXTERIOR DEMOLITION ACTIVITIES (INCLUDES CUTTING AND PATCHING):

EVALUATE EXISTING SITE CONDITIONS TO DETERMINE THE PRESENCE OF ANY OUTSIDE AIR INTAKES WITHIN 20' OF THE

PROPOSED EXTERIOR WORK.

IF PRESENT - DETERMINE IF THE IMPACTED EXTERIOR AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON

RECIRCULATED AIR VS. OUTSIDE AIR.

IF FEASIBLE - SEAL OFF AIR INTAKES WITHIN 20' OF DUST GENERATING WORK.

IF NOT FEASIBLE - ROUTINELY CHECK THE LOW-EFFICIENCY FILTER BANKS LOCATED IN LINE WITH ADJACENT AIR

INTAKE(S) AND REPLACE AS NEEDED TO REDUCE PARTICULATE BUILD-UP.

SEAL WINDOWS AND REDUCE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND CORRIDORS) THAT MAY BE IMPACTED BY CONSTRUCTION. PAY SPECIAL ATTENTION TO PROTECTIVE ENVIRONMENT (PE)

AREAS.

INTERIOR DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL:

BARRIER SYSTEMS: PHASED AREAS OF WORK SHALL BE ISOLATED FROM ADJACENT AREAS WITH 1-HR RATED DUST

PARTITIONS.

DUST PARTITIONS TO BE METAL FRAMED WITH GYPSUM WALL BOARD ON EACH SIDE. PARTITION TO BE CONSTRUCTED

EQUAL TO UL DESIGN U465.

IN LIEU OF SITE BUILT DUST PARTITIONS, CONTRACTOR MAY UTILIZE PRE-ENGINEERED (MODULAR) TEMPORARY CONSTRUCTION PARTITIONS LIKE THOSE MANUFACTURED BY EDGE GUARD PRODUCTS, 216 N. PLATT ST., BEMENT, IL 61813, TELE 217-552-5418, WEBSITE: WWW.EDGE-GUARD.COM OR APPROVED EQUAL.

DUST PARTITIONS SHALL BE INSTALLED WITH A TIGHT SEAL AT FLOOR AND CEILING OR STRUCTURE ABOVE CEILING.

WHERE DEMISING WALLS ARE SHOWN TO BE EXTENDED UP TO STRUCTURE ABOVE - PROVIDE AIR TIGHT SEAL AT BOTH

TOP OF EXISTING DEMISING WALL (TO BE EXTENDED) AND AT STRUCTURE ABOVE.

WHERE DEMISING WALL EXTENSIONS IMPACT EXISTING FIRE PROOFED STEEL STRUCTURE - CONTRACTOR SHALL CAREFULLY REMOVE THE FIREPROOFING (ONLY) IN AREA WHERE TOP WALL PLATE MEETS EXISTING STEEL. PATCH ANY FIREPROOFING DISTURBED BY CONSTRUCTION ACTIVITIES WITH NEW FIRE PROOFING MATCHING EXISTING

SYSTEM.

AN INTERIM PLASTIC DUST BARRIER (MINIMUM 6-MIL THICKNESS) SHALL BE INSTALLED TO PROTECT ADJACENT

AREAS WHILE THE IMPERVIOUS (1-HR. RATED) DUST PARTITION IS BEING CONSTRUCTED.

ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY CLEANED IF

TRACKED OR FOUND OUTSIDE OF THE CONSTRUCTION PHASE PERIMETER.

CONTRACTOR PERSONNEL SHALL MONITOR DUST PARTITION CONDITION AND PERFORM MAINTENANCE - DURING

PHASED DEMOLITION AND CONSTRUCTION ACTIVITIES.

UPON COMPLETION OF CONSTRUCTION ACTIVITIES, DUST PARTITIONS SHALL BE CAREFULLY REMOVED TO MINIMIZE

THE SPREAD OF DUST.

CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MINIMUM 6-MIL THICKNESS) PRIOR TO THE

REMOVAL OF DUST PARTITIONS.

TRAFFIC CONTROL:

PHASED SITE ACCESS SHALL HAVE DEFINED ENTRY AND EXIT PROCEDURES. EGRESS PATHS AND BE FREE OF DEBRIS, TOOLS, EQUIPMENT, OR CONTAINERS.

DESIGNATED ELEVATORS SHALL ONLY BE USED DURING SCHEDULED TIME PERIODS AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. COORDINATE ELEVATOR ACCESS WITH THE

VAMC THROUGH THE COR.

INSTALL SIGNAGE TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREAS.

DEMOLITION DEBRIS:

ALL DEBRIS GENERATED BY PROJECT SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTING COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE THE USE OF ELEVATORS SHARED BY PATIENTS OR STAFF. PERFORM TRANSPORT OF DEBRIS AT TIMES DIRECTED BY THE VAMC THROUGH THE COR. IF EXTERIOR TRASH CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED AND THE CHUTE OPENING SEALED WHEN NOT IN USE. USED FILTERS SHALL BE BAGGED AND SEALED BEFORE TRANSPORTING OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE VAMC.

VENTILATION AND ENVIRONMENTAL CONTROLS:

AIR SYSTEM FLOW: DETERMINE IF CONSTRUCTION AREA USES FRESH/OUTSIDE OR RECIRCULATED AIR. ADD FILTERS AND/OR COVER RETURN GRILLS WITH FILTER MATERIAL OR PLASTIC. AIR MUST (ONLY) FLOW IN THE DIRECTION OF

CLEAN AREAS TO DIRTY AREAS.

NEGATIVE AIR PRESSURE: AIR WITHIN THE CONSTRUCTION AREAS (PHASES) MUST BE MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO SURROUNDING AREAS. NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS IS ALLOWED DURING PERIODS OF VAMC OCCUPANCY OF ADJACENT AREAS. THE NEGATIVE AIR PRESSURE SYSTEM WITHIN

THE ENCLOSED PHASES SHALL EXHAUST DIRECTLY OUTSIDE.

DUST PARTITIONS SHALL BE OUTFITTED WITH CONTINUOUS AIR PRESSURE MONITORING DEVICES WITH 24/7 READ OUT AND LOGGING. BASIS OF DESIGN FOR AIR PRESSURE MONITORING DEVICE IS PHOENIX CONTROLS APM II, OR

EQUAL.

WORK SITE CLOTHING AND CLEANING:

CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS BEFORE ENTERING OR LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G. COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA- FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE PHASED CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE AS AN ANTEROOM FOR

CHANGING CLOTHING AND STORING EQUIPMENT.

ALL EQUIPMENT, TOOLS, CARS, MATERIALS, ETC. TRANSPORTED THROUGH NORMALLY OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET MOPPING BEFORE THEIR REMOVAL FROM THE

CONSTRUCTION ZONE OR WORK AREA.

THE CONSTRUCTION ZONE MUST BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS. SWEEP OR HEPA-VACUUM CONSTRUCTION AREA DAILY - OR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS IMPACTED BY CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING OF DIRT AND DUST FROM CONSTRUCTION AREAS.

G E N E R A L I C R A N O T E S

BUILDING 138

EXISTING CONCRETE PAD

TO REMAIN

NEW CONCRETE PAD

SEE STRUCTURAL DETAILS THIS SHEET

TRASH

1E-150

CORRIDOR

C1-33

EXISTING DOOR - 84" +/- CLEAR HEIGHT.

72" +/- CLEAR WIDTH

COORD. IN FIELD WITH SELECTED

MECHANICAL UNIT DIMENSIONS.

9'

8"

20' - 10 1/2"

REMOVE GRATING AND REPLACE WITH

1-1/4" X 3/16" GALV. GRATING

EXISTING AREA

DRAIN

B

AE101

EXISTING DOOR - 84" +/- CLEAR HEIGHT.

72" +/- CLEAR WIDTH

COORD. IN FIELD WITH SELECTED

MECHANICAL UNIT DIMENSIONS.

SLOPE 1/8" / 1'-0 TO

EXISTING AREA DRAIN

EXISTING GRAVEL

4'

8"

4' - 9" (2) #4 REENTRANT

CORNER BARS

5'

1/

8"

4' - 1 1/2"

NEW CONCRETE SLAB ON GRADE

SEE STRUCTURAL DETAILS THIS SHEET

A

AE101

SEE MECHANICAL DRAWINGS FOR

EQUIPMENT TO BE DEMOLISHED AND

INFORMATION ABOUT NEW EQUIPMENT

ISOLATION JOINT AT PERIMETER

COORDINATE DIMENSIONS W/ EQUIPMENT SUPPLIER

EQUIPMENT

3/4" CHAMFER

CONC. FLOOR

1/

2" C

LR

#4 BENT DOWELS W/ 3" EMBED

INTO FLOOR SLAB AND 12" O.C.

MAX. AROUND PERIMETER

#4 BARS @

12" O.C., E.W.

TYP.

0' - 6"

SLAB ON GRADE

0'

6"

6X6-W2.9XW2.9 WWF

SEE PLAN

1 #4 CONTINUOUS

EXISTING CONCRETE PAD

6"

PROVIDE A 1/2" EXPANSION JOINT W/ SEALANT

WHEN POURING NEXT TO EXISTING CONCRETE

SLAB OR WALL

1'

0"

6"6" j i

H

MPS

C

AE101

NEW MECHANICAL DUCT

SEE MECHANICAL DRAWINGS

NEW MECHANICAL UNIT

SEE MECHANICAL DRAWINGS

EXISTING MECHANICAL UNITS AND DUCTS TO BE REMOVED

SEE MECHANICAL DRAWINGS

REPAIR EXISTING ROOF AS NEEDED

EXISTING FALL PROTECTION TO REMAIN

G E N E R A L N O T E S A.

B.

C.

VERIFY EXISTING CONDITIONS BEFORE BID AND CONSTRUCTION.

REFER TO SHEET GI000 FOR GENERAL NEW WORK NOTES.

REFER TO MEP DRAWINGS FOR RESPECTIVE WORK.

M

EXISTING ROOF

REPAIR EXISTING ROOF AS NEEDED WHERE EXISTING

MECHANICAL EQUIPMENT WAS REMOVED

MECHANICAL UNIT SUPPORT

COORDINATE DIMENSIONS WITH MECHANICAL EQUIPMENT

ADJUSTABLE HOT-DIP GALVANIZED STRUT RAILS

INJECTION MOLDED POLYCARBONATE BASES

BOD: MIRO INDUSTRIES HD MECHANICAL UNIT SUPPORT

ANCHOR DUCT TO CMU BACKUP WALL

PER MANUFACTURER'S SPECIFICATIONS

DRILL AND EPOXY W/ 4" MIN EMBED INTO CMU

USE A GALVANIZED SLEEVE THROUGH THE BRICK VENEER

TO AVOID ANY STRESSES IN THE VENEER

EXISTING CMU WALL

W/ BRICK VENEER

NEW MECHANICAL DUCT

SEE MECHANICAL DRAWINGS

EXISTING STRUCTURAL ROOF DECK

NEW MECHANICAL UNIT

SEE MECHANICAL DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//M ar io n

VA

R ep la ce S

PS

A

H U

/F

FE

_M ar io n

- R ep la ce

S

PS

A H

U _B

(2

3) .rv t 3/

/2

5:

:4

PM

AE101

ARCHITECTURAL FIRST FLOOR

PLAN AND ROOF PLAN

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 8 OF 29

N.T.S.Scale:

KEY PLANN

N

1/4" = 1'-0"1 B138 - MECHANICAL COURTYARD

3/4" = 1'-0"A SECTION

NTSB SECTION

N

1/4" = 1'-0"2 ROOF PLAN

1/4" = 1'-0"C SECTION

A.

B.

C.

NOTES:

USE AIR ENTRAINED CONCRETE (6% + OR -1.5%) FOR ALL AREAS EXPOSED TO WEATHER,

FROST IN SOIL, OR FREEZE THAW CYCLES.

ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTHS AT 28 DAYS (F`c) = 4000

PSI UNLESS NOTED OTHERWISE.

ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615,

WITH 60,000 PSI MINIMUM YIELD STRENGTH.

A.

B.

NOTES:

ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTHS AT 28 DAYS (F`c) = 4000

PSI UNLESS NOTED OTHERWISE.

ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615,

WITH 60,000 PSI MINIMUM YIELD STRENGTH.

j i

H

F

E

C

L

M

N

PS

DECON

m:GWB f:RES-W

CLEAN STERILE SUPPLY

005D m:GWB f:RES-W

DECON

m:GWB f:RES-W

EMS

007B m:AT f:SPOFFICE m:AT f:SP

SPS

005C m:AT f:SP

TELECOM

005B

VEST

m:AT f:SP

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0" 7' - 2"

8' - 1"

7' - 2"

8' - 0"

CORRIDOR

C003 m:AT f:SP

6' - 11"8' - 1" 8' - 1"

SPS ALCOVE

005E m:AT f:SP

RECEIVING

EQUIPMENT STORAGE

003C

GENERAL CEILING NOTES

A.

B.

C.

ALL CEILINGS IN THE AREAS AFFECTED BY THE REPLACEMENT OF THE HVAC SYSTEM SHALL

BE REPLACED (SHOWN SHADED IN PLAN).

SEE MEP DRAWINGS FOR RESPECTIVE SCOPE.

CONTRACTOR SHALL COORDINATE CEILING WORK WITH OTHER TRADES.

BUILDING 138

MAIN BEAM OR CROSS TEE PROFILE

GASKETGASKET

SQUARE LAY-IN

FIELD PANEL

ANGLE MOLDING

HOLD DOWN CLIP

SQUARE LAY-IN

BORDER PANEL

HANGER WIRE

ATTACHED TO STRUCTURE ABOVE

DRAWING LEGEND

LIGHTING FIXTURE

SEE ELECTRICAL DRAWINGS

MECHANICAL DIFFUSER

SEE MECHANICAL DRAWINGS

MECHANICAL EXHAUST

SEE MECHANICAL DRAWINGS

m:AT f:SP 24" X 48" MINERAL FIBER PANELS

WITH SOIL-RESISTANT POLYESTER FILM FINISH

ALUMINUM SUSPENSION SYSTEM WITH INTEGRAL GASKET

m:AT f:SP 24" X 24" MINERAL FIBER PANELS

WITH SOIL-RESISTANT POLYESTER FILM FINISH

ALUMINUM SUSPENSION SYSTEM WITH INTEGRAL GASKET

m:GWB GYPSUM BOARD CEILING f:RES-W WITH RESINOUS COATING

CEILING ACCESS PANEL

SEE MECHANICAL DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//M ar io n

VA

R ep la ce S

PS

A

H U

/F

FE

_M ar io n

- R ep la ce

S

PS

A H

U _B

(2

3) .rv t 3/

/2

5:

:2

PM

AC140

ARCHITECTURAL BASEMENT RCP

03/27/2024 PQ MP

REPLACE SPS AIR HANDLER AND

HUMIDIFICATION

610-23-501

1700 E 38th Street, Marion, IN 46953

FINAL CONSTRUCTION

DOCUMENTS BID SET 138

VA NORTHERN

INDIANA

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

SHEET 9 OF 29

3/16" = 1'-0"

REFLECTED CEILING PLAN - BASEMENT

N.T.S.Scale:

KEY PLANN

6" = 1'-0"

CEILING DETAIL

A/E ARCHITECT / ENGINEER

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AHU AIR-HANDLING UNIT

AMP AMPERE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BG BOTTOM GRILLE

BHP BRAKE HORSEPOWER

BR BOTTOM REGISTER

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CD CEILING DIFFUSER

CD-1 CONSTRUCTION DOCUMENTS (SUBMISSION1)

CD-2 CONSTRUCTION DOCUMENTS (SUBMISSION2)

CD CONDENSATE DRAIN

CENT CENTRIFICAL

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CU CONDENSING UNIT

CV CONSTANT VOLUME

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO COOLING TOWER)

CWS CONDENSER WATER SUPPLY (FROM COOLING TOWER)

D DAMPER - AUTOMATIC

Db DRY-BULB TEMPERATURE

DB DECIBELS

DCW DOMESTIC COLD WATER

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DP DEW POINT TEMPERATURE

DPA DIFFERENTIAL PRESSURE ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DT DISPERSION TUBE

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGT ENTERING GLYCOL TEMPERATURE

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWC EVAPORATIVE WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

F/SDPR COMBINATION FIRE SMOKE DAMPER

FC FLEXIBLE CONNECTION

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FM FLOW METER

FSTAT FREEZESTAT

FT FEET

FT WC FEET OF WATER COLUMN

GA GAUGE

GAL GALLONS

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

H HUMIDIFER

HC HEATING COIL

HOA HAND/OFF/AUTOMATIC

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HW HOT WATER

HWC HOT WATER COIL

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

ABBREVIATIONS

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

ID INSIDE DIAMETER

IN INCHES

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL

KW KILOWATT

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LPR LOW PRESSURE RETURN (STEAM CONDENSATE)

LPRC LOW PRESSURE STEAM RETURN (CLEAN)

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LTCP LOCAL TEMPERATURE CONTROL PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAX MAXIMUM

MBH 1,000 BTUH

MER MECHANICAL EQUIPMENT ROOM

MHP MOTOR HORSEPOWER

MIN MINIMUM

MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)

MPS MEDIUM PRESSURE STEAM

MVD MANUAL VOLUME DAMPER

MW MAKE UP WATER

NA NOT APPLICABLE

NC NOISE CRITERIA

NOAA NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

P PUMP

Pa PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER (SOLUTION)

PHC PREHEAT COIL

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

RD REFRIGERANT DISCHARGE

RDS ROOM DATA SHEETS

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SSD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND DISTRIBUTION

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING VALVE

SVS STEAM VENT SILENCER

T&PCV TEMPERATURE AND PRESSURE CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TG TRANSFER GRILLE

TP TRAP

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UC UNIT COOLER

U UNDERWRITERS LABORATORY

URV UPBLAST UNIT VENTILATOR

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VSD VARIABLE SPEED DRIVE

W WATTS

Wb WET-BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING UNIT

WCHP WATER COOLED HEAT PUMPS

WCPU WATER COOLED PACKAGED UNIT

WF WATER FILTER

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

YR YEAR

M

H4

H7

A

COLD WATER (CITY WATER)

HOT WATER

QUICK-COUPLE HOSE CONNECTOR

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE

HOSE CONNECTOR

FLOW METER

DRAWING SYMBOLS

26-SF 3

26-TU-I-I

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

SUPPLY FAN NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (SUPPLY…