36C24418B0585-004.pdf

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

6/ 8/

:1

5:

A M

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

503-15-205

JKG TP

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

G001

COVER SHEET

06/07/2018

17028

100% CONSTRUCTION DOCUMENTS

CORRECT RETRO-COMMISSIONING

DISCREPANCIES

JAMES E. VAN ZANDT VA MEDICAL CENTER

2907 PLEASANT VALLEY BLVD.

ALTOONA, PA 16602

VICINITY MAP

SITE

LOCATION MAP

SITE

PROJECT DIRECTORY

OWNER:

JAMES E. VAN ZANDT VA MEDICAL CENTER

2907 PLEASANT VALLEY BLVD.

ALTOONA, PA 16602

(814) 943-8164

CONTACT: ANDREW WALBECK

ARCHITECT/ENGINEER:

AE WORKS, LTD

209 SANDUSKY STREET

PITTSBURGH, PA 15206

(412) 287-7333

CONTACT: CHRIS CHAMPAGNE, PE

DRAWING INDEX

SHEET # SHEET NAME

GENERAL

G001 COVER SHEET

Building 1

STRUCTURAL

01-S100 DUNNAGE FRAMING PLANS AND DETAILS

ARCHITECTURAL

00-A001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

01-A002 BUILDING 1 - CONTRACTOR'S WORK PATH PLANS

01-A003 ARCHITECTURAL SITE PLAN

MECHANICAL

00-H001 HVAC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

01-HD101 PARTIAL FIRST FLOOR HVAC DEMOLITION PLAN

01-HD102 PARTIAL FOURTH FLOOR HVAC DEMOLITION PLAN

01-HD100 PARTIAL BASEMENT HVAC DEMOLTION PLAN

01-H101-171 PARTIAL FIRST FLOOR HVAC PLAN - MECHANICAL ROOM 171

01-H102-453A PARTIAL FOURTH FLOOR HVAC PLAN - MECHANICAL ROOM 453 - AHU-3

01-H100-011 PARTIAL BASEMENT HVAC PLAN - MECHANICAL ROOM 11

01-H101-141 PARTIAL FIRST FLOOR HVAC PLAN - LAUNDRY 141

01-H102-453B PARTIAL FOURTH FLOOR HVAC PLAN - MECHANICAL ROOM 445 - AHU-5

01-H501 HVAC DETAILS

01-H502 HVAC DETAILS

01-H503 HVAC DETAILS

01-H601 CONTROLS DIAGRAMS

01-H602 CONTROLS DIAGRAMS

01-H700 HVAC SCHEDULES

FIRE PROTECTION

00-F001 FIRE PROTECTION SYMBOLS, DETAILS AND NOTES

01-FD101 FIRE PROTECTION DEMOLITION PLANS

01-FD102 FIRE PROTECTION DEMOLITION PLANS

01-F101 FIRE PROTECTION PLANS

01-F102 FIRE PROTECTION PLANS

ELECTRICAL

01-E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

01-ED101 ELECTRICAL DEMOLITION PLAN

01-E101 ELECTRICAL NEW WORK PLAN

01-E701 ELECTRICAL SCHEDULES AND DETAILS

Building 3

ARCHITECTURAL

03-A103 BUILDING 3 - ROOF PLAN

Building 4

ARCHITECTURAL

04-A201 BUILDING 4 - EXTERIOR ELEVATIONS

MECHANICAL

04-H100 PARTIAL BASEMENT HVAC PLAN

Building 5

ARCHITECTURAL

05-A201 BUILDING 5 - EXTERIOR ELEVATIONS

MECHANICAL

05-H100 PARTIAL BASEMENT HVAC PLAN

ENGINEER

PROFESSIONAL

REGISTERED

PE-053914-E

BARBER & HOFFMAN, INC.

C O

M

M

ONWEA L T H

O F

P E

NNSY LVA N

I A

MICHAEL RAY MILLER

ABBREVIATIONS

@ At A.B. Anchor Bolt ARCH. Architect or Architectural BLDG. Building CLR. Clear COL. Column CONN. Connection CONTR. Contractor COORD. Coordinate DIA. or ø Diameter DWG. Drawing EL. Elevation EMBED. Embedment EX. Existing MAX. Maximum MECH. Mechanical MIN. Minimum REF. Reference REQD. Required SECT. Section SIM. Similar S.O.G. Slab on Ground STIFF. Stiffener or Stiffened T&B Top And Bottom T.O.S. Top of Steel TYP. Typical U.O.N. Unless Otherwise Noted W/ With

CODES AND STANDARDS

1. New construction has been designed to, and shall be constructed in accordance with the following building codes and standards:

A. Pennsylvania Uniform Construction Code B. 2009 International Building Code (IBC 2009) C. ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

2. Unless explicitly modified in the Contract Drawings and Specifications, the Contractor shall comply wth provisions of:

A. AISC 360-05, Specification for Structural Steel Buildings B. AWS D1.1-10, Structural Welding Code - Steel

DESIGN LOADS (IBC 2009)

Floor live load

Typical floor ------------------------------------------------------------------------- 100 psf Mechanical room ------------------------------------------------------------------ 150 psf

DESIGN STRESSES

Structural steel W and S shapes (ASTM A992 or ASTM A572/50) ------------ Fy = 50,000 psi Structural steel other shapes (ASTM A36) ------------------------------------------- Fy = 36,000 psi Anchor rods (ASTM F1554, Grade 36) unless otherwise noted ---------------- Fy = 36,000 psi Steel pipe (ASTM A53, Grade B) ------------------------------------------------------- Fy = 35,000 psi Grout, non-shrink, non-metallic (ASTM C476) -------------------------------------- 3,000 psi

GENERAL

1. All new construction shall comply with the Contract Documents and the Building Code.

2. Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

3. The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

4. Drawings are not to be scaled.

5. Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

6. The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc. prior to fabrication.

7. The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

8. Existing conditions as shown on these plans are for reference only. The Contractor is required to field verify all existing conditions prior to construction.

9. The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

10. Any deviation, modification, or substituion from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

11. The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

12. The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

13. Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

14. Structural observations performed by the Architect/Engineer during construction are not the continuous and special inspection services and do not waive the responsibility for the inspections required of the Building Department Inspector or the testing agency. Observations also do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

15. The Contractor shall review shop drawings for completeness and compliance with contract documents. The Contractor shall stamp shop darwings prior to submission to the Architect and Engineer.

16. Review of the shop drawings by the Architect's Engineers shall not be construed as an authorization to deviate from the Contract Documents.

17. Shop drawings will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutes are indicated without prior written approval from the Architect/Engineer

STEEL CONSTRUCTION

1. Steel detailing, fabrication, and erection shall conform to the AISC Specification for Structural Steel Buildings and Code of Standard Practice, and the AWS Structural Welding Code.

2. Stresses occurring during fabrication, shipment, and erection shall be temporary and not excessive. Stresses at all times shall be less than design and allowable stresses. The full design and load-carrying capacity of the steel work shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of all individual members and assembles shall be maintained.

3. The Contractor shall be responsible for the control of all erection procedures and sequences with relation to temperature differentials and weld shrinkage.

4. All additional steel required for erection purposes shall be provided at no additional cost and shall be removed unless approved by the Owner in writing.

5. Connections - welded or high strength bolted:

A. High-strength bolts shall be installed in accordance with "Specifications for

Structural Joints Using ASTM A325 or A490 Bolts".

B. A325SC or A490SC with hardened washers: use for all moment connections, wind connections, hangers, and other connections as noted on drawings.

C. A325N or A490N with hardened washers: use for all connections other than slip critical connections.

D. Provide hardened washers under nuts at all high-strength bolts, except where plate washers are used per AISC Specifications.

E. Unless snug tight connections are noted on the drawings as being permitted, all bolts should be tightened to full pretensioning load.

F. Use standard holes with the following exceptions: oversize holes are permitted when bolts are loaded in tension; short slotted holes are permitted for shear loading perpendicular to the slot.

G. Where minimum AISC fillet weld thickness requirement exceeds welds shown on details, or weld size is not specified, provide minimum AISC weld.

H. Wherever possible, use framed beam connections as listed in Tables 10-1 to 10-3 of AISC Manual of Steel Construction, 13th edition. The length of connection shall not be less than one-half of the T distance of the beam web.

6. Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

7. All slip connections shall be provided with a means of preventing the nuts from unthreading.

8. Shop drawings are required and shall note type of electrodes, size of all welds, and type and size of all bolts. Shop drawings shall be prepared under the supervision of a professional engineer licensed in the jurisdiction where the project is located.

9. Primer, unless otherwise noted:

A. Clean surfaces to remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: SSPC-SP 2, "Hand Tool Cleaning" for all steel other than Architecturally Exposed Steel and steel to receive galvanizing; SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning" for Architecturally Exposed Steel.

B. Interior steel: Provide chemically active, modified alkyd primer at 2.5 mils dry thickness.

10. See all contract drawings for miscellaneous steel requirements.

11. All shop and field welding shall be performed by a recently certified welder.

12. All welding and high strength bolting must be inspected by a qualified testing laboratory. Laboratory shall be approved by the Architect and/or Engineer.

13. Provide fills at splices of parts differing by more than 1/8" in thickness.

14. Miscellaneous hanging loads such as stair stringers, pipes, mechanical units, etc., supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

STRUCTURAL STEEL WELDING

1. All welding shall be in strict conformance with the latest building code and AWS D1.1.

2. The Contractor shall provide welding procedure specification (WPS) and detailed sequence of welding sketch for review and approval prior to starting of fabrication.

The sequence of welding shall be planned to minimize locked-in stresses and distortion.

3. All welding electrodes (filler metal) shall be E70XX (70 ksi), unless otherwise noted.

4. Lengths of welds are effective lengths. Where length of weld is not shown, it shall be full length of joint. All butt welds shall be full penetration unless otherwise noted.

5. Welders shall be qualified and certified for the work they will be performing and shall have current certifications.

6. Faces of fillet welds exposed to view shall have as-welded surfaces that are reasonably smooth and uniform. No finishing or grinding shall be required, except where clearances or fit of other items may so necessitate.

7. Welds shall be terminated at the end of a joint in a manner that will ensure sound welds. Whenever necessary, this shall be done by the use of extension bars and run-off tabs.

8. To assure the proper amperage and voltage of the welding process, a hand-held calibrated amp and volt meter shall be used. This equipment shall be used by the fabricator, erector, and inspectors. Amperage and voltage shall be measured at the arc with this equipment. Travel speed and electrode stick out shall be verified to be in compliance with the electrode manufacturer's recommendations and with the approved WPS.

NOTE 2

EQ EQ EQ EQ EQ

PIPE 3 STD.

(TYP. 6 LOCATIONS)

NOTE 2

AHU-1

AHU-6

AHU-3

AHU-5

T Y

P

T Y

P

S100

S100

N O

T E

N O

T E

PIPE 3 STD.

(TYP. 8 LOCATIONS)

W x

W8x18

W x

W8x18

W x

W8x18

W x

W8x18 W8x18 W8x18

W x

W8x18

W x

W8x18

W x

W8x18 W8x18

NOTES:

1. REFERENCE ELEVATION (0'-0") AT FINISHED FLOOR.

TOP OF STEEL AT (+1'-4").

2. COORDINATE DIMENSIONS AND LOCATION OF ALL AIR

HANDLING UNITS WITH MECHANICAL DRAWINGS AND UNIT

SUPPLIER.

MECHANICAL

EQUIPMENT

(2)5/8"ø BOLTS

STEEL BEAM

(SEE PLAN)

PL.3/4x9x0'-9" W/ (4)5/8"ø HIT-HY

200 ADHESIVE ANCHORS

(3 3/4" EMBED.) ON 1/2" MIN.

GROUT BED

EX. CONC. SLAB OR

SLAB-ON-GROUND

STEEL BEAM

(SEE PLAN)

STEEL POST

(SEE PLAN)

3/8" STIFFENER PL.

EACH SIDE ALIGN W/

C OF POST BELOWL

1/4

3 SIDES

TYP.

1/4

EA. END

FINISHED FLOOR

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

KEY PLAN - MULTI FLOOR

1ST FLOOR

MECH RM

171 4TH FLOOR

MECH RM

1ST FLOOR

LAUNDRY

141D

BASEMENT

MECH ROOM

BASEMENT

MECH ROOM

Consulting Engineers

BARBER & HOFFMAN, INC.

215 Executive Drive, Suite 202 Cranberry Township, PA 16066 724-741-0848/ (F) 724-741-0849 barberhoffman.com

/8

/2

:0 :1

A

M

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

503-15-205

BKL LDW

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

DUNNAGE FRAMING PLANS AND DETAILS

06/05/2018

1, 3, 4, 5

17028

NORTH

TRUE NORTH

PROJECT

1/4" = 1'-0"

DUNNAGE FRAMING PLANS

SECTION

3/4" = 1'-0"

JulieGood Snapshot

JulieGood Snapshot

SYMBOLS LEGEND

DESCRIPTION SYMBOL

DRAWING BLOCK TITLE MARK

ITEM SCALE

ITEM TITLE / DESCRIPTION

ITEM NUMBER / LETTER

WALL SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

BUILDING SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

DETAIL INDICATOR

A101

DETAIL IDENTIFIER

SHEET NUMBER

LEADER

DETAIL BOUNDARY

EXTERIOR ELEVATION MARK

A100

INTERIOR ELEVATION MARK

(SINGLE VIEW)

A100

INTERIOR ELEVATION MARK

(MULTIPLE VIEWS)

A100

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

NORTH ARROW

NORTH

TRUE NORTH

PROJECT

ROOM NAME

ROOM NUMBER

ROOM NAME INDICATOR

COLUMN GRID IDENTIFICATION

GRID LINE IDENTICATION

COLUMN GRID LINE

DOOR IDENTIFICATION

1 DOOR NUMBER

W#WINDOW IDENTIFICATION WINDOW / CURTAINWALL TYPE

WALL TYPE IDENTIFICATION

M8 WALL TYPE INDICATOR

WALL

KEYED NOTE IDENTIFICATION

REVISION IDENTIFICATION

REVISION CLOUD

REVISION NUMBER

DATUM POINT IDENTIFICATION

LEVEL

10'-0"

ELEVATION RELATIVE TO

FIRST FLOOR TOP OF SLAB

WALL FINISH PT#

FINISH

EXTENT OF FINISH

ROOM NAME

DEMO PLAN - KEYED NOTE

PLAN - KEYED NOTE

WALL SECTION / EXTERIOR ELEVATION - KEYED NOTE

EARTH -

COMPACTED FILL

GRAVEL, CRUSHED STONE

SAND, GROUT, LIMESTONE

WOOD, FINISH

WOOD, FRAMING

THROUGH MEMBER

WOOD, FRAMING

INTERRUPTED MEMBER

PLYWOOD

ACOUSTIC TILE

RIGID INSULATION

TAPERED

INSULATION

BATT INSULATION

CONCRETE

BRICK

CONCRETE BLOCK

STEEL

GYPSUM BOARD, PLASTER

MATERIALS LEGEND :

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

6/ 7/

:0

6:

A M

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

503-15-205

JKG TP

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

00-A001

ARCHITECTURAL SYMBOLS, ABBREVIATIONS

AND GENERAL NOTES

06/07/2018

17028

100% CONSTRUCTION DOCUMENTS

ST PR STATIC PRESSURE

ST STL STAINLESS STEEL

STD STANDARD

STER STERILIZER

STL STEEL

STOR STORAGE

STR STRAINER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL TOP

T TOP

TA THROWAWAY

TAN TANGENT

TC TELECOMMUNICATIONS

CONTRACTOR

TCV TEMPERATURE CONTROL VALVE

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROOVE

TH THERMOMETER

THRES THRESHOLD

TR TEMPERATURE RISE

TRANS TRANSITION

TRANSR TRANSFORMER

TSTAT THERMOSTAT

TV TURNING VANES OR TELEVISION

TYP TYPICAL

UC UNDER CABINET OR UNDER CUT

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VAL VALVE

VD VOLUME DAMPER

VENT VENTILATION

VERT VERTICAL

VFS VENTURI FLOW STATION

VIF VERIFY IN FIELD

VL VENT LINE

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

W WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WALL COVERING

WCL WATER CLOSET

WD WOOD

WF WIDE FLANGE

WFMD WATER FLOW MEASURING DEVICE

WG WALL GUARD OR WATER GAUGE

WHCH WHEEL CHAIR

WIN WINDOW

WMS WIRE MESH SCREEN

WP WEATHERPROOF

WPS WALL PROTECTION SYSTEM

WSCT WAINSCOT

WT WINDOW TREATMENT

WTD WATER TEMPERATURE DROP

WWF WELDED WIRE FABRIC

X DEMO

XN TO BE RELOCATED / NEW LOCATION

XR EXISTING TO REMAIN

ZVB ZONE VALVE BOX

ZVC ZONE VALVE CABINET

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LIN LINEAR

LOC LOCATION OR LOCATE

LPT LOW POINT

LSDC LINEAR SUPPLY DIFFUSER CEILING

LT LIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

LWB LEAVING WET BULB

LWC LINEAR WOOD CEILING

LWT LEAVING WATER TEMPERATURE

MAN MANUAL

MAT MIXED AIR TEMPERATURE

MATL MATERIAL

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH ONE THOUSAND BTU / HOUR

MC MECHANICAL CONTRACTOR

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MONO MONOLITHIC

MTD MOUNTED

MTG HT MOUNTING HEIGHT

MTL METAL

MTLH METAL HALIDE

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER OR NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

O OXYGEN

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OPER OPERATED

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PB PULL BOX

PC PLUMBING CONTRACTOR

PD PUMP DISCHARGE

PG PRESSURE GAUGE WITH COCK

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRD PRESSURE DIFFERENTIAL VALVE

PRELIM PRELIMINARY

PRT PRESSURE TAP

PRV PRESSURE REDUCING VALVE

PT PAINT OR POTENTIAL

TRANSFORMER

RO ROUGH OPENING

QT QUARRY TILE

R RADIUS

RA RETURN AIR / RELIEF AIR

RB RUBBER BASE

RC REMOVE COMPLETELY

RD ROOF DRAIN

RE RELOCATE EXISTING

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFL REFLECTOR

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

RET RETURN

REV REVISE

REX REMOVE EXISTING

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RGS RIGID GALVANIZED STEEL CONDUIT

RH ROOF HATCH

RM ROOM

RN REMOVE AND REPLACE WITH NEW

RR REMOVE AND REPLACE

RS RAPID START

RV RELIEF VALVE

RWC RAIN WATER CONDUCTOR

SA SUPPLY AIR

SAN SANITARY SEWER ABOVE GROUND

SAN-BXR SANITARY SEWER - BURIED

EXISTING TO REMAIN

SAN-XR SANITARY SEWER ABOVE GROUND -

EXISTING TO REMAIN

SCHED SCHEDULE

SD SMOKE DAMPER OR SMOKE

DETECTOR

SDISP SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHT MTL SHEET METAL

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE OR STATIC PRESSURE

SPC SPECIMEN PASS-THRU CABINET

SPEC SPECIFICATIONS

SPS STATIC PRESSURE SENSOR

SR SERVICE RECEPTOR

SS SOIL STACK

EIFS EXTERIOR INSULATION AND

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEC CAB ELECTRICAL CABINET

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

EO ELECTRICAL OUTLET

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWB ENTERING WET BULB

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXAUST AIR

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

XP EXPLOSION PROOF

F/S FIRE / SMOKE DAMPER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAT FINAL AIR TEMPERATURE

FB FIRE BLANKET

FC FLEXIBLE CONNECTION OR

FOOTCANDLE

FD FLOOR DRAIN OR FIRE DAMPER

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HOSE

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG C FLANGE CONNECTION

FLR FLOOR

FLUOR FLUORESCENT

FP FIRE PROOFING

FRMG FRAMING

FS FLOOR SINK

FSTOP FIRESTOPPING

FT FOOT / FEET

FT HD FEET OF HEAD

FTC FOOTCANDLES

FTG FOOTING

FUR FURRING

G GAS OR ELECTRICAL GROUND

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERATOR

GENL GENERAL

GFCI GROUND FAULT CIRCUIT

INTERRUPTOR

GL GLASS

GLV GLOBE VALVE

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE

GRAV GRAVITY

GRD BM GRADE BEAM

GV GATE VALVE

GWB GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HEATING CONTRACTOR

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER

HPD HIGH PRESSURE DRIP

HPF HIGH POWER FACTOR

HR HANDRAIL

HSKP HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VELOCITY

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HW HOT WATER

HWD HARD WOOD

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWS&R HOT WATER SUPPLY AND RETURN

HZ HERTZ

ID INSIDE DIAMETER

IER INVERTED ECCENTRIC REDUCER

IG ISOLATED GROUND

IME INSULATED METAL ENCLOSURE

IN INCH

INCAND INCANDESCENT

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INTERL INTERLOCK

INV INVERT

ISO ISOLATION

IVS ISOLATED VALVE STATION

J-BOX JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

kVA KILOVOLT AMPERE kVAR KILOVAR (REACTANCE) kW KILOWATT kWH KILOWATT HOUR METER

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LDB LEAVING DRY BULB

& AND

A AIR (CLINICAL)

AAP ALARM ANNUNCIATOR PANEL

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABV ABOVE

ACC DR ACCESS DOOR

ACFL ACCESS

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFMD AIR FLOW MEASURING DEVICE

AHU AIR HANDLING UNIT

AL ALIGN

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASY ASYMMETRIC

ATC AUTOMATIC TEMPERATURE

CONTROL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWT AVERAGE WATER TEMPERATURE

BAT BATTERY

BC BALANCING COCK OR BARE

COPPER

BDD BACKDRAFT DAMPER

BFC BELOW FINISH CEILING

BFE BOTTOM FOOTING ELEVATION

BFG BELOW FINISHED GRADE

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT BORROWED LIGHT

BLW BELOW

BM BEAM

BO BY OWNER

BOF BY OWNER FUTURE

BOT BOTTOM

BR BRICK

BRG BEARING

BRKR BREAKER

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C CONDUIT

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CATV CABLE TELEVISION

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CFH CUBIC FEET / HOUR

CFM CUBIC FEET / MINUTE

CH CHANNEL

CHK V CHECK VALVE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHWS&R CHILLED WATER SUPPLY AND

RETURN

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTERLINE

CLG CEILING

CLG MTD CEILING MOUNTED

CLR CLR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET OR CONTROL POWER

TRANSFORMER

CT CERAMIC TILE

CTR CENTER

CU COPPER

CV CONTROL VALVE

CW COLD WATER

D DEPTH OR DEEP

DB DRY BULB

dB DECIBEL

DCW DOMESTIC COLD WATER

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAILS

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DIA DIAMETER

DIAG DIAGONAL OR DIAGRAM

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DL DOWN LIGHT

DN DOWN

DP DISTRIBUTION PANEL

DPR DAMPER

DR DRAIN

DS DOWNSPOUT

DWG DRAWING

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EDB ENTERING DRY BULB

EF EXHAUST FAN

ABBREVATION LEGEND

1/8" = 1'-0"

TITLE

GENERAL PROJECT NOTES

1 ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE

FEDERAL JURISDICTION, AS WELL AS ALL APPLICABLE CODES OF THE COMMONWEALTH OF

PENNSYLVANIA.

2 INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL COMPLY WITH THE MOST

RECENT NFPA EDITION.

3 THE SITE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE SUPERINTENDANT.

SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME.

PERSONNEL SHALL BE SKILLED IN THE TASK ASSIGNED.

4 THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC

AND ALL PERSONS ENGAGED IN THE PERFORMANCE OF THE WORK.

5 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM

DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED. THE

CONTRACTOR SHALL VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE DRAWNGS AND SHALL REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION OF THE WORK.

RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

6 PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE

OF COLUMN.

7 ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED

OTHERWISE.

8 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE

PROJECT SITE, IF ALLOWED AS PART OF THE REQUIREMENTS OF THIS PROJECT.

9 THE CONTRACTOR SHALL MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH SHALL BE

PROVIDED BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN

ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

10 EXTRANEOUS MATERIALS SHALL BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE PROJECT. ALL UNUSED TOP SOIL SHALL BE STOCKPILED ON THE SITE FOR THE OWNER'S USE.

11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FIRESAFING / FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK AND TO MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO UNDERWRITER LABORATORIES LISTING FOR RATED

ASSEMBLIES.

12 ALL WOOD FRAMING AND SHEATHING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY THE

BUILDING CODE CLASSIFICATION OF 'NONCOMBUSTIBLE'

13 DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.

NOTIFY THE ARCHITECT OF ANY DEVIATIONS OR DISCREPANCIES FOUND AND RECEIVE DIRECTION

BEFORE PROCEEDING.

14 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED FLOORS.

CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS. CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE COORDINATED WITH AND APPROVED

BY THE VA PRIOR TO OCCURRENCE.

15 CONTRACTOR SHALL PROVIDE TEMPORARY DUST ENCLOSURES DURING ALL DEMOLITION AND

CONSTRUCTION ACTIVITIES. CONTRACTOR TO COORDINATE LOCATIONS WITH CONTRACTING OFFICER. IF EXISTING WALLS ARE USED, PENETRATIONS MUST BE SEALED TO CREATE A DUST PROOF ENCLOSURE.

16 MODIFICATIONS TO THE EXISTING MEP SYSTEMS WILL IMPACT ADJACENT SPACES OUTSIDE THE GENERAL SCOPE OF WORK. ANY DISTURBANCE OF EXISTING CONDITIONS AND FINISHES MUST BE

REPAIRED TO MATCH THE CONDITIONS PRIOR TO CONSTRUCTION IMPACTS.

17 THE FACILITY IS OPERATIONAL. CONTRACTOR SHALL MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

18 ASBESTOS AND LEAD ARE NOT ANTICIPATED TO EXIST IN THE WORK AREA. HOWEVER, IF

ASBESTOS-CONTAINING MATERIAL IS DISCOVERED OR SUSPECTED, STOP WORKING IN THE AREA

IMMEDIATELY AND CONTACT THE COR.

19 ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER / CONTRACTOR

REVISIONS MAY BE CONSIDERED INVALID.

20 ALL EXPOSED GYPSUM WALL BOARD EDGES TO HAVE METAL EDGE TRIM.

21 THE CONTRACTOR RESPONSIBLE FOR COMPARING AND COORDINATING ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS. DETAILS NOT SHOWN OR DESCRIBED IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR COMMONLY CONSTRUCTED IN THE INDUSTRY.

22 NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT

PRIOR APPROVAL BY THE ARCHITECT OR ENGINEER.

23 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT

ALL TIMES DURING CONSTRUCTION.

24 ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.

25 CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER HEADS, REGISTERS, ETC.

WITH THE REFLECTED CEILING PLAN LAYOUT.

26 ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS SHALL BE CENTERED WITH SUSPENDED

ACOUSTICAL PANELS, UNLESS NOTED OTHERWISE ON DRAWINGS.

27 ALL VOIDS IN MASONRY, CONCRETE AND OTHER ASSEMBLIES CREATED AROUND PENETRATIONS SHALL

BE FILLED / PATCHED WITH CONSTRUCTION TO MATCH SURROUNDING CONDITIONS.

28 CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO

RECEIVE PAINT FINISH AS INDICATED ON THE FINISH SCHEDULE.

22 22A

47B

26A

S00

E02

27A

29 29A 30

31 32

32B 32C47A

28A

18B

18A

E00

E00A

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5B

5A

13A

S03

7A

1A

S02

42A

42B

35 37

37A

48C

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A000A

A000 A000C

AS000

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31A

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A000K A000J A000I A000H A000G A000F

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SHR RM

41A

41A

41C

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SF

SF

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144A 145

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101A 101B

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168A

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165 164

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169C

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157C 177A

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A117

A120 A119 A118

A123

A121

A125

A122A

A122B

A124 A126

A127 A129

A130 A131

A128

A132 A133

A135 A134

AS100

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A122

A136 A137

A116 A115 A112

A140A

A140

A139 A138E A138D A138C A138B

A141

A142

A138A A138

A143A138F

A109A111

A110

A148 A147

A146 A138G

A145

A144

A105

A106

A107A A107

A106F

A106A

A106BA106C

A106E A106D

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A102 A101B

A101A

A101 A101C

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156B 156

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STERILIZER

RM

EXAM/TR

DENTAL CAST

RM

EXAM/TREXAM/TR

ORAL

SURG

STORAGE

STORWOMENS

MENS

LOBBY

VEST

CORRIDOR

CORR

CORR

CORR

CORR

TEL

OFFICE

STOR

MECH

ROOM

DIET

COMM

SUITE

CORRIDOR

MINI

AUDITORIUM'B' &

'C'

MINI

AUDITORIUM

'A'

X X X X

X X

X X

Fountain

Fountain

S304

S301

E301

364365

370B

366B

356B

357B

360359358357J

359H 357-3 357-2 357-1

357D

357A

356-5

356-4

356-3

356-2

352-1

356-6

368A

366C

350A 352A

366D

245C 345B

345A

307A

309A

377C

369A 369B

370A

377A

376C

376B

375B

375C

376A375A

366E

377B

381A

382B

342B

342A

342C

321322323324

S300

S302E300

313A

315A

302A

305A

306B

S303

305C

301B

319A321A

326 327

331 332

325B

334A

386A

386B

386C

386D

386E

386F

386G

357C

366A

332A

383A

342D

335A

335B

300A

305B

306A

302B

306C

323A

STAIRS

STAIRS

ELEV

ANESHESIA

WORKROOM

TEL

ELEC

ENGSTOR

STOR

SCRUB

RM

OPER RM

OR

OPER RM

OR

XRAY

OR

CYSTOSCOPY

STOR

ICU

HAC

TLT

ICU

CL LIN

ICU

MEDICATION

ROOM

UTILITY

ROOM

NURSE

STA

NURSE STA

OR

FEMALE

LOCKERHACSTORAGE

ISOLATION

ROOM

ISOLATIONRECOVERY

OR

RECOVERY

OR

RECOVERY

OR

TLT

PATIENT

RECEIVING

SLD UT

OR

1-BED RM

ICU

1-BED RM

ICU

1-BED RM

ICU

1-BED RM

ICU

1-BED RM

ICU

1-BED RM

ICU

MEDICAL

SVC

STER RM

OR

SCRUB

RM

SHOWER ISOLATION

NRS

SUPR

CONSUT

RM

STORAGE

VISITORS

LAUNGE

TLT STAFF

LOUNGE

SCRUB

RM

M. DRESS RM

ICU F. DRESS RM

ICU

TLT

ICU

TLT

TLT

STORAGE

SPD

STOR

OR

DRK RM

OR

STER. RM.

OR

STORAGE

SPD

SH

LOUNGE

OFFICE

SH

M

TLT

F

TLT

HEAD NRS

OF

PAT RCVG

OR

SLD UT

OR

CONF RM

OR

STORAGE

SPD

STERILIZATION RM

SPD

WAREHOUSE

SPD

STER RM

SPD

HAC

DECONT AREA

SPD

STOR

W. DRESS RM

SPD

TLT

M. DRESS RM

SPD

CHIEF

SPD

SEC SURG

SVC

OFFICE SURG

SVC

CHIEF SURG

SVC

CHIEF MED

SVC

HOPETEL

HOPETEL

HAC

WAITING

ROOM

NURSING

NURSING

WAITING

ROOM

MED

REC

NRS

STA

NURSINGEXAM

RM

SURGERYEYEGUHAC

STAIRS

MECHANICAL

ROOM

STOR

TLT

ELEC

CLO

TEL

CLO

STAIRSELEV

TLT

TLT NRS

SVC

NURSES

STATION

DAY

ROOM

CO

ORDINATOR

PODIATRY

UTILITY

RM

NURSING

GU

SURGERY

STAIRS

DR

RM

BATH/SH

DR

RM

DRESS

RM

TLT

DRESS

RM

SD

LINEN

TLTTLT

WAITING

ROOM

NEURO

EXAM

NEURO

NURSING

EXAM

RM EXAM

RM

FXC

CLOSET

EYE

TECH

NURSING

TLT

NURSING

CORR

LOBBY

CORR

CORR

CORR

CORR

CORR

CORR

IV

STOR

HAC

ELEV.

EQUIP

TLT

TEL

CLO

SECRETARY

OFFICE

CLERICAL

STAFF

GU

SURGICAL

ROOM

ROOM

CHECK

OUT

SPECIALITY

SERVICE

PODIATRY

MED.RM

S400

429 430 431 432

415A

S404

434I

S401

434J

443444 445447

S402

444A

400401

E400

405406

412A

413A

444A 444B

444C414

418417

STAIRS

4-BED RM NRS

SVC

4-BED RM NRS

SVC

TLTTLT

1-BED RM NRS

SVC

NRS.

STATION

STAIRS

MECHANICAL

ROOM

THERAPY

RECREATION

SLD

UT

STAIRS

HAC

CONG.

BATH

LOUNGEOFFICE

CL

LINEN

MED

PREP

OXY

STOR

STAIRS

TEL.

CL

CORRIDOR

OFFICEOFFICE

OFFICE

TLT

ELEV

STOR

STOR

NOUR

KIT

LINEN

ROOM

BREAK

ROOM

UTL.

ROOM

STO

ELEC

ROOM

TLT

1-BED RM NRS

SVC

ISOLA

ISOLA

CORR CORR

SECR

CORRFXC

FXC

CRASH

CART

TEL.

CL

STOR

NRS.

STATION

TOILET TOILET

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

KEY PLAN - MULTI FLOOR

1ST FLOOR

MECH RM

171 4TH FLOOR

MECH RM

1ST FLOOR

LAUNDRY

141D

BASEMENT

MECH ROOM

BASEMENT

MECH ROOM

6/ 7/

:0

6:

A M

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

503-15-205

JKG TP

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

01-A002

BUILDING 1 - CONTRACTOR'S WORK PATH

PLANS

06/07/2018

17028

100% CONSTRUCTION DOCUMENTS

NORTH

TRUE NORTH

PROJECT

CONTRACTOR(S) TO HAVE ACCESS TO

FREIGHT ELEVATOR F05. ELEVATOR IS

ACCESSIBLE THROUGH THE ON GRADE

ENTRANCE AT SECOND FLOOR RECEIVING

W203 AND WAREHOUSE W202.

1" = 40'-0"

00-BASEMENT FLOOR-EXIST

1" = 40'-0"

01-FIRST FLOOR-EXIST

1" = 40'-0"

02-SECOND FLOOR-EXIST

1" = 40'-0"

03-THIRD FLOOR-EXIST

1" = 40'-0"

04-FOURTH FLOOR-EXIST

WORK AREA

MECH RM 453

PRIMARY PATH UP

STAIRWELL FROM FIRST

FLOOR AT-GRADE

ENTRANCE

LEGEND:

CONTRACTOR'S PRIMARY ENTRANCE/PATHWAY

CONTRACTOR'S SECONDARY ENTRANCE/PATHWAY

AT-GRADE ENTRANCE TO

1st AND 4th FLOOR

MECHANICAL ROOMS

WORK AREA

MECH RM 155

WORK AREA

LAUNDRY 141D

CONTRACTOR(S) ACCESS

THROUGH FREIGHT

ELEVATOR F05.

WORK AREA

MECH RM ENG SVC 18

WORK AREA

A/C SHOP ENG

SVC 11

CONTRACTOR(S)

PRIMARY STAGING

AREA AT CONCRETE

PLAZA EAST OF

BUILDING, REFER TO

ARCHITECTURAL SITE

PLAN

STAGING AREA TO BE

FENCED OFF AND

SECURED WITH

LOCKING GATE(S)

CONTRACTOR(S) SECONDARY

STAGING AREA TENTATIVE

LOCATION. FINAL LOCATION

TO BE DETERMINED BY VA

PRIOR TO CONSTRUCTION,

REFER TO ARCHITECTURAL

SITE PLAN

STAGING AREA TO BE FENCED

WITH LOCKING GATE(S)

DIRECT ACCESS

TO WORK AREA

MECH RM 155

GENERAL PROJECT NOTE:

1. CONTRACTOR(S) SHALL SCHEDULE AND COORDINATE PHASING WITH VA

ONCE DELIVERY DATES ARE KNOWN,

TEMPORARY AHU

MAY BE SET IN

SERVICE DRIVE

LEADING TO MECH

RM 155

TEMPORARY AHU

MAY BE SET IN

GRASSY AREA

OUTSIDE OF

A/C SHOP 11

TEMPORARY AHU(S) MAY

BE SET ON ROOF OF

MECH RM 453 ON THE

ADJACENT ROOF AREA

1-HOUR SMOKE BARRIER

1-HOUR FIRE PARTITION

2-HOUR FIRE PARTITION

CONTRACTOR TO INSTALL NEW AIR HANDLING

UNIT PER HVAC DRAWINGS ON ROOF OF

EXISTING FIRST FLOOR LAUNDRY AREA.

WORK ON ROOF FOR PENETRATIONS, CURB,

ETC. TO BE COMPLETED BY SIMON ROOFING

SO AS NOT TO VOID EXISTING WARRANTY

CONTRACT. CONTACT KELLY WEST OF SIMON

ROOFING FOR MORE INFORMATION ON THE

WARRANTY AND ASSOCIATED WORK TO BE

COMPLETED. PHONE 1-866-641-7663 OR EMAIL

TO KELLYW@SIMONROOFING.COM

RAMP

N O F I R E A R M S O R O R W E A P O N S A L L O W E D O N T H I S P R O P E R T Y

FIRE HYDRANT

S

CONCRETE PAD

FA

N

TRANSFORMER PAD

#16

#8

#03

#19

GAZEBO

#06

#10 #05

#04

#07

#01

MAIN BUILDING

#12

#02 T-3

#17

#18

#20A

#20B

#14

#15

#11

GAZEBO

#09

SMOKING SHELTER

27TH STREET

27TH STREET

PL

EA

SA

NT

V

AL

LE

Y B

OU

LE

VA

RD

OL

D

US

R

OU

TE

CONC. PAD

1127.2

1156.0

1130 1

W

W

W

W

W

W

S

S

S

W

W

W W

W

SW

S

W

CONTRACTOR(S) PRIMARY STAGING AREA AT THIS LOCATION. STAGING

AREA TO BE FENCED OFF AND SECURED WITH LOCKING GATE(S).

COORDINATE ANY WALKWAY, AISLE, DRIVE LANE, OR PARKING SPACE

CLOSURES THROUGHOUT THE PROJECT DURATION WITH COR PRIOR

TO SUCH CLOSURES. TYPICAL FOR ALL STAGING AREAS.

CONTRACTOR(S) SECONDARY STAGING AREA TENTATIVE

LOCATION. FINAL LOCATION TO BE DETERMINED BY VA PRIOR

TO CONSTRUCTION, STAGING AREA TO BE FENCED WITH

LOCKING GATE(S). COORDINATE EXTENTS OF STAGING AREA

WITH COR PRIOR TO INSTALLATION.

COORDINATE POSSIBLE THIRD STAGING AREA WITH THE COR

NEAR BUILDING 3 BOILER PLANT. STAGING AREA SIZE AND

EXACT LOCATION TO BE DETERMINED PRIOR TO INSTALLATION.

COORDINATE JOB TRAILER LOCATION NEARBY WITH THE VA

PRIOR TO PLACEMENT.

BUILDING #3

BUILDING #1

BUILDING #4

BUILDING #5

CONSULTANTS:

Drawing Title

Approved: Site Manager

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

ARCHITECTS/ENGINEERS:

6"

6" 6" o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Approved: Project ManagerApproved: Manager, Projects Section

Approved: Vice President, Facilities Management

Approved: Chief Operating Officer

Approved: Director

65432

SEAL

209 SANDUSKY STREET

PITTSBURGH, PENNSYLVANIA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

Revision# Date

503-15-205

JKG TP

01-A003 06/07/2018

100% CONSTRUCTION DOCUMENTS

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

06/07/2018 17028

ARCHITECTURAL SITE PLAN

NORTH

TRUE NORTH

PROJECT

1" = 60'-0"

ARCHITECTURAL SITE PLAN

DRAWING SYMBOLS

SYMBOLS DESCRIPTION

PIPELINE ABBREVIATIONS HVAC SYMBOLS

EQUIPMENT TAG ABBREVIATIONS

DESCRIPTIONSYMBOLS

PIPELINE SYMBOLS

DOUBLE LINE SHEETMETAL

SINGLE LINE - SHEET METAL

DESCRIPTIONSYMBOLS

DUAL TEMPERATURE WATER RETURN

DUAL TEMPERATURE WATER SUPPLY

HOT WATER HEATING RETURN

HOT WATER HEATING SUPPLY

INVERTED ECCENTRIC REDUCER

(VENTURI FLOW STATION)

TWO-WAY MODULATING

THREE-WAY MODULATING CONTROL VALVE

SAFETY VALVE OR PRESSURE RELIEF

PRESSURE REDUCING VALVE

BALANCING COCK

WATER FLOW MEASURING DEVICE

PIPING TURNED DOWN

TWO-WAY CONTROL VALVE

MOTORIZED VALVE

AUTOMATIC AIR VENT

PIPING TURNED UP

FUNNEL DRAIN

CONTROL VALVE

A

M

MANUAL AIR VENT

(TWO POSITION TYPE)

AQUASTAT

PRESSURE TAP

THERMOMETER

STRAINER

PRESSURE GAUGE

UNION

ECCENTRIC REDUCER

MANUAL VOLUME CONTROL DAMPER (VD)

RISE/DROP IN DUCTWORK

(ARROW SHOWS DIRECTION OF DROP)

SMOKE DAMPER/DETECTOR

PANEL IN DUCT AND CEILING)

EXHAUST AIR DUCT DN

SUPPLY AIR DIFFUSER

ACCESS DOOR ON SIDE OF DUCT

EXHAUST REGISTER

RETURN AIR REGISTER

ACCESS DOOR ON BOTTOM OF DUCT

DETECTOR BY E.C. DAMPER BY H.C.

FIRE DAMPER AT FIRE WALL (PROVIDE ACCESS

OR HORIZONTAL DUCT ABOVE CEILING (PROVIDE

FIRE DAMPER IN VERTICAL DUCT THRU FLOOR

ACCESS PANEL IN DUCT AND WALL OR CEILING)

SUPPLY AIR REGISTER (DUCT OR WALL)

EXHAUST/RETURN AIR REGISTER (DUCT OR WALL)

COMBINATION FIRE/SMOKE DAMPER

MOTORIZED DAMPER

SUPPLY DUCT DN

RETURN AIR DUCT DN

EXHAUST AIR DUCT UP

RETURN AIR DUCT UP

SUPPLY DUCT UP

ROUND SUPPLY, RETURN OR

OVAL SUPPLY, RETURN OR

RECTANGULAR SUPPLY, RETURN OR

DIRECTION OF AIR FLOW)

DUCT W/O TURNING VANES

DUCT MOUNTED SMOKE

BY EC, INSTALLED BY HC

RELIEF DUCT WIDTH (SHOWN)XDEPTH

RELIEF DUCT WIDTH (SHOWN)XDEPTH

LOW LOSS TAKE OFF (ARROW INDICATES

RADIUS ELBOW (DUCT WIDTH 17" AND LOWER)

(ARROW INDICATES AIR FLOW DIRECTION)

BOOT CONNECTION WITH MANUAL VD

DUCT W/TURNING VANES (DUCT WIDTH OVER 18")

WALL SWITCH

DUCT/SPACE STATIC PRESSURE SENSOR

DETECTOR PROVIDED

CONICAL SPIN-IN FITTING

24"X24"24"X24"

12"X12"

SD

S

WS

M

AD

REFRIGERANT LINE

REFRIGERANT SUCTION

RL

RS

HWHS

HWHR

DTS

DTR

THERMAL VAV DIFFUSERTF

CD CONDENSATE DRAIN LINE

MPS MEDIUM PRESSURE STEAM SUPPLY

MPCR MEDIUM PRESSURE CONDENSATE RETURN

PUMPED CONDENSATEPC

HRS ENERGY (HEAT) RECOVERY SUPPLY

HRR ENERGY (HEAT) RECOVERY RETURN

NAME PIPE TO BE REMOVED

NAME EXISTING PIPING TO REMAIN

TEE- OUTLET

SIDE CONNECTION

CAPPED OUTLET

TEE - OUTLET UP

12"X12"

12"/12"

RELIEF VALVE

BUTTERFLY VALVE

PLUG VALVE

GATE VALVE

GLOBE VALVE

PIPE BREAK (SINGLE LINE)

DIRECTION OF FLOW

FLEXIBLE CONNECTION

BACKFLOW PREVENTION DEVICE

DUCT END CAP

24X12

SQUARE ELBOW WITH

TURNING VANES

RADIUS TURN ELBOW

RETURN CROSS

SECTION DN

EXHAUST CROSS

SECTION UP

SUPPLY DUCT

CROSS SECTION DN

RETURN CROSS

SECTION UP

CROSS SECTION UP

SUPPLY DUCT

ROUND DUCT SIZE (DIAMETER)

FLEXIBLE DUCT (DIAMETER SIZE)

DUCT SIZE (WIDTH X DEPTH)

24"Ø

DUCT W/ TURNING VANES

CONDENSER WATER RETURN

CONDENSER WATER SUPPLYCWS

CWR

CTD COOLING TOWER DRAIN LINE

BALL VALVE

(HINGED & GASKETED)

(HINGED & GASKETED)

FD

F/SD

FDFD

LPS LOW PRESSURE STEAM SUPPLY

LPCR LOW PRESSURE CONDENSATE RETURN

HPS HIGH PRESSURE STEAM SUPPLY

HPCR HIGH PRESSURE CONDENSATE RETURN

BACKDRAFT DAMPER

B

DUCT/WALL TEMPERATURE SENSOR, ELECTRICT

24"Ø

12"Ø

DRAWING NUMBER WHERE DRAWN

H200

SECTION LETTER

DRAWING NUMBER WHERE DRAWNH100

DETAIL NUMBER

CONNECT TO EXISTING AT THIS POINT

DEMO/REMOVE TO THIS POINT

EQUIPMENT NUMBER1

AHU POWERED EQUIPMENT

EQUIPMENT NUMBER1

RHC NON-POWERED EQUIPMENT

CD-#

# AIRFLOW QUANTITY

DIFFUSER/REGISTER/GRILLE TYPE

STAINLESS STEEL DUCTWORK

DUCT/WALL TEMPERATURE SENSOR, ELECTRICT

ACC AIR COOLED CHILLER

ACCU AIR COOLED CONDENSING UNIT

ACCUM ACCUMULATOR

AHU AIR HANDLING UNIT

ASHP AIR SOURCE HEAT PUMP

B BOILER

BB BASEBOARD HEATER

BD BAROMETRIC DAMPER

BDD BACK DRAFT DAMPER

CC CHILLED WATER COOLING COIL

CD CONDENSATE DRAIN

CIRC CIRCULATOR

CMPR COMPRESSOR

CONV CONVECTOR

CP CONDENSATE PUMP

CUH CABINET UNIT HEATER

DC DRY COOLER

EF EXHAUST FANS

ER EXHAUST REGISTER

ERW EXHAUST REGISTER WALL

ET EXPANSION TANK

ECUH ELECTRIC CABINET UNIT HEATER

EUH ELECTRIC UNIT HEATER

EWH ELECTRIC WALL HEATER

EVAP EVAPORATOR

FT FINNED TUBE RADIATION

FCU FAN COIL UNIT

FPB FAN POWERED BOX

FU FURNACE

GIV GRAVITY INTAKE VENTILATOR

GRV GRAVITY ROOF VENTILATOR

H HUMIDIFIER

HC HOT WATER HEATING COIL

HUH HORIZONTAL UNIT HEATER

P PUMP

PTAC PACKAGED TERMINAL AIR CONDITIONING UNIT

RG RETURN GRILLE

RR RETURN REGISTER

RAG RETURN AIR GRILLE

RCP RADIANT CEILING PANEL

RTU ROOF TOP UNIT

SF SUPPLY FAN

SSAC SPLIT SYSTEM AIR CONDITIONING UNIT

SSDC SECURITY SUPPLY DIFFUSER CEILING

SSEF SECURITY SMOKE EXHAUST FAN

SSGW SECURITY SUPPLY SUPPLY GRILLE WALL

SLSD SUPPLY LINEAR SLOT DIFFUSER

UH UNIT HEATER

UV UNIT VENTILATOR

UCD UNDER CUT DOOR

VAV VARIABLE AIR VOLUME

DRAWING KEYNOTE - DEMOLITION

DRAWING KEYNOTE - PLAN / ELEVATION NEW WORK

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 SANDUSKY STREET

PITTSBURGH, PA 15212

PH: 412.287.7333

www.ae-works.com

AE WORKS PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

6/ 7/

:2

3:

P M

CORRECT

RETRO-COMMISSIONING

DISCREPANCIES

503-15-205

JKG JKG

JAMES E. VAN ZANDT MEDICAL CENTER

ALTOONA, PA 16602

00-H001

HVAC SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

06/07/2018

14-

100% CONSTRUCTION DOCUMENTS

SS SOIL STACK

ST PR STATIC PRESSURE

ST STL STAINLESS STEEL

STD STANDARD

STER STERILIZER

STL STEEL

STOR STORAGE

STR STRAINER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL TOP

T TOP

TA THROWAWAY

TAN TANGENT

TC TELECOMMUNICATIONS

CONTRACTOR

TCV TEMPERATURE CONTROL VALVE

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROOVE

TH THERMOMETER

THRES THRESHOLD

TR TEMPERATURE RISE

TRANS TRANSITION

TRANSR TRANSFORMER

TSTAT THERMOSTAT

TV TURNING VANES OR TELEVISION

TYP TYPICAL

UC UNDER CABINET OR UNDER CUT

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VAL VALVE

VD VOLUME DAMPER

VENT…