CT Scan Bid Set R1 - Stamped - Drawings - Dated 1-11-2021.pdf

VAMC PHILADELPHIA

NORTH

DRAWING LIST

APPLICABLE CODES PROJECT CONTACT DIRECTORY

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Medical DirectorApproved by Project COR

Approved by Project CO

Approved by Infection Control

Approved by Department of CLC Nursing

Approved by Safety Officer

MASTER CONSTRUCTION SPECIFICATIONS (PG-18-1)

LIFE SAFETY CODE NFPA 101 - 2018

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

VA DESIGN MANUALS:

FIRE PROTECTION, SEVENTH EDITION - DECEMBER 2015

INTERIOR DESIGN MANUAL, MAY 2008

VA BARRIER FREE DESIGN STANDARD (PG-18-13), REV 11/1/18

US Department of Veterans Affairs

SITE PREP TO REPLACE CT SCAN

Corporal Michael J. Crescenz VAMC

3900 Woodland Ave., Philadelphia, PA 19104

LOCATION MAP

130 WEST KINGSBRIDGE ROAD, BRONX, NEW YORK 10468

CONTRACTING OFFICER REPRESENTATIVE (COR)

ARCHITECT

MEP/FP ENGINEER

DANIEL CLARK

PHILADELPHIA VAMC

3900 WOODLAND AVENUE, BUILDING 5

PHONE: (215) 823-5800

daniel.clark@va.gov

CB DESIGN GROUP, INC

11720 BELTSVILLE DRIVE, SUITE 350

CALVERTON, MD 20705

PHONE: (443) 388-7351

kjones@cbdg-ae.com

H.F. LENZ COMPANY

1407 SCALP AVENUE

JOHNSTOWN, PA 15904

PHONE: (814) 269-9312

brager@hflenz.com

CONTRACTING OFFICER (CO)

GENERAL INFORMATION

ARCHITECTURAL INTERIORS

FIRE PROTECTION

PLUMBING

MECHANICAL

GI101 COVER SHEET

GI102 ABBREVIATIONS, SYMBOLS & PARTITION TYPES

GI103 LIFE SAFETY PLAN

AI101 DEMOLITION – FLOOR AND REFLECTED CEILING PLANS

AI102 NEW WORK – FLOOR, REFLECTED CEILING AND FINISH PLANS

AI103 ICRA REMOVAL, EQUIPMENT AND FINISH PLANS

AI104 INTERIOR ELEVATIONS

AI105 DETAILS AND LEAD SHIELDING

M001 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONS

MD101 3RD FLOOR MECHANICAL DEMOLITION PLAN

MD102 4TH FLOOR MECHANICAL DUCTWORK DEMOLITION PLAN

MD103 4TH FLOOR MECHANICAL PIPING DEMOLITION PLAN

MH101 4TH FLOOR MECHANICAL DUCTWORK PLAN

MHP101 3RD FLOOR MECHANICAL DUCTWORK & PIPING PLAN

MP101 4TH FLOOR MECHANICAL PIPING PLAN

M501 MECHANICAL DETAILS (1 OF 2)

M502 MECHANICAL DETAILS (2 OF 2)

M601 MECHANICAL SCHEDULES AND CONTROLS

F101 3RD FLOOR FIRE PROTECTION PLAN

EVERETT SHAVER

Contracting Officer, Construction-East (VISN 4 Eastern Market) Department of Veterans Affairs | Service Area Office East | Network Contracting Office 4 20 Montchanin Rd, Room 116, Greenville DE 19807 PHONE: (302) 994-2511 x 7526 everett.shaver@va.gov

MAUREEN JACKSON

maureen.jackson@va.gov

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1COVER SHEET

GI101

ELECTRICAL

E001 ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS

ED101 THIRD FLOOR ELECTRICAL DEMOLITION

ED102 FOURTH FLOOR ELECTRICAL DEMOLITION

ELP201 THIRD FLOOR LIGHTING, POWER, AND SIGNAL PLAN

EP202 PARTIAL FLOOR PLANS - POWER

E401 ELECTRICAL SINGLE LINE DIAGRAMS

E501 ELECTRICAL DETAILS (1 OF 2)

E502 ELECTRICAL DETAILS (2 OF 2)

E601 ELECTRICAL SCHEDULES

E701 CT EQUIPMENT DRAWINGS (1 OF 2)

E702 CT EQUIPMENT DRAWINGS (2 OF 2)STRUCTURAL

S001 GENERAL NOTES AND SPECIAL INSPECTIONS

SF101 STRUCTURAL 3RD FLOOR FRAMING PLAN

SF102 STRUCTURAL 4TH FLOOR INTERSTITIAL FRAMING

SF103 SECTIONS & DETAILS

SF104 3D RENDERING

SF105 3D RENDERING

DRAWING 1 OF 40

GENERAL CONTRACT

GC101 DOOR DETAILS

P101 3RD FLOOR PLUMBING PLAN

GENERAL RESOURCE

GR101 GENERAL RESOURCE - PHOTOGRAPHS

EQUIPMENT

QH101 MANUFACTURER DRAWINGS

& AND

@ AT

C CENTERLINE

# NUMBER

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALUM ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BEL BELOW

BR BUMPER RAIL

BRK BRICK

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CCT CUBICLE CURTAIN TRACK

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CT CERAMIC TILE

CLG CEILING

CL CLOSET

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EL ELEVATION

ELEV ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXP EXPANSION

EJ EXPANSION JOINT

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FACE

F/F FINISH TO FINISH

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

GC GENERAL CONTRACTOR

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWR HARDWARE

HDWD HARDWOOD

HT HEIGHT

HNDRL HANDRAIL

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HR HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER / DIMENSION

IN INCH

INCL INDLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LG LONG

LL LEAD LINED

LLV LONG LEG VERTICAL

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

MATL MATERIAL

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OH OVERHEAD

OZ OUNCE

PAV PAVING

PC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PLBG PLUMBING

PMF PREMOLDED FILLER

PR PAIR

PT POINT

PTN PARTITION

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER

BASE

RD ROOF DRAIN

RL ROOF LEADER

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR

INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SAN SANITARY

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

SS STAINLESS STEEL

STOR STEERAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE AND GROOVE

THK THICK

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UON UNLESS OTHERWISE

NOTED

VB BAPOR BARRIER

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VET THRU ROOF

W WEST

W/ WITH

WD WOOD

W/O WITHOUT

WP WATERPROOF

WT WEIGHT

WWF WELDED WIRE FRAME

ARCHITECTURAL ABBREVIATIONS

NOTE: ALL ABBREVIATIONS

SHOWN MAY NOT BE USED ON

THIS PROJECT. CERTAIN COMMON

ABBREVIATIONS MAY NOT BE

SHOWN.

WOOD

WOOD FINISH

ALUMINUM

STEEL

EARTH

GYPSUM - PLASTER

MASONRY -

CONCRETE BLOCK

RIGID INSULATION

BATT INSULATION

PLYWOOD

CONCRETE

MATERIAL LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

ARCHITECTURAL SYMBOLS

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

NEW DOOR OPENING / BORROWED LIGHT

IDENTIFIER

- SEE DOOR SCHEDULE, DETAILS AND

ELEVATIONS SHEET

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

BUILDING SECTION INDICATOR

TYPICAL DETAIL INDICATOR

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

EXISTING ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

CG

FEC

A

CORRIDOR

C2

DETAIL NUMBER

SHEET WHERE

DRAWN

XX-XX

XX-XX

XX-XX

A

C B

D

XX-XX

XX-XX

X

DRAWING TITLE

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

1"

D2

XX-XX

XX-XX

XX-XX

CL

XX-XX

x'-x" SPOT ELEVATION

1 REVISION

REVISION CLOUD

NORTH

BREAK LINE

X DEMOLITION KEYNOTE

NEW ROOM NAME AND NUMBERCORRIDOR

C2

X

X

EXISTING DOOR OPENING

A

SECTION

PLAN

/8

3 5/8" METAL STUDS @ 16" OC, TYP

5/8" GWB, BOTH SIDES, SEE ROOM

FINISH SCHEDULE FOR FINISHES

CONTINUOUS METAL STUD TOP TRACK

CONTINUOUS METAL STUD BOTTOM

TRACK

LINE OF FINISHED FLOOR, SEE ROOM

FINISH SCHEDULE FOR FLOOR & BASE

TYPE

LINE OF EXISTING

SOFFIT/WALL

CONTINUOUS METAL HORIZONTAL

BRIDGING CHANNEL @ MID HEIGHT, TYP

FIRE-RATED SEALANT, BOTH SIDES

3 5/8" METAL STUDS @ 16" OC, 25-GAGE,

TYPICAL

5/8" TYPE "X" GWB, BOTH SIDES, STAGGER

JOINTS ON OPPOSITE SIDES OF ROOM SEE

ROOM FINISH SCHEDULE FOR FINISHES

1-HR RATED PARTITION - BASED ON UL465

TEMPORARY CONSTRUCTION BARRIER

EXISTING FINISHED CEILING

SYSTEM SOLID SURFACE WALL CAP: 1/2"

SOLID SURFACE ON 3/4" FIRE

RATED PLYWOOD

3 5/8" METAL STUDS @ 16" OC, TYP

LINE OF FINISHED FLOOR, SEE FINISH

SCHEDULE FOR FINISHES AND BASE

SECTION

PLAN

B

HALF-WALL

3 5/8" METAL STUDS @ 16" OC, TYP

1/2" SOLID SURFACE WALL FINISH,

BOTH SIDES

5/8" GWB, BOTH SIDES

5 7/8"

METAL STUD TOP TRACK

/2

6 7/8"

5/8" GWB, BOTH SIDES

1/2" THICK SOLID SURFACE

FINISH, BOTH SIDES

/2

/2

INTEGRAL SHEET VINYL BASE

FULLY ADHERED TO WALL

SHEET VINYL OVER CONCRETE SLAB

4 7/8"

/8

TS 3"x3"x1/4" @ 48" O.C. WITH 3"x7"x1/4"

STEEL PLATE WELDED TO BOTTOM

3"x7"x1/4" STEEL PLATE SECURED TO

FLOOR SLAB WITH EXPANSION BOLTS

TS 3"x3"x1/4" @ 48" O.C. WITH 3"x7"x1/4"

STEEL PLATE WELDED TO BOTTOM

METAL STUDS SECURED TO BOTH SIDES OF STEEL TUBE

BATT INSULATION

BATT INSULATION

EXPANSION BOLTS

GENERAL CONDITION NOTES - ARCHITECTURAL

1. ADJACENT PROJECT AREAS WILL BE OCCUPIED DURING PERFORMANCE OF WORK. IMMEDIATE AREAS OF ALTERATIONS WILL BE VACATED. ALL CONTRACTOR WORK SHALL BE PERFORMED DURING HOURS SET BY THE COR. CURRENTLY, WORKING HOURS ARE 2:30 PM - 10:30 PM, BUT THOSE HOURS MAY BE ADJUSTED BY THE VA

AT NO ADDITIONAL COST.

2. BEFORE STARTING WORK WITHIN AN OCCUPIED AREA, THE CONTRACTOR SHALL BE RESPONSIBLE TO SET UP TEMPORARY/PERMANENT CONSTRUCTION/ICRA BARRIERS WITH ANTEROOM AND MAINTAIN NEGATIVE PRESSURE. ALL TEMPORARY CONSTRUCTION BARRIERS OUTSIDE THE INDICATED CONSTRUCTION PHASE AREA SHALL BE REMOVED AT THE CONCLUSION OF THE WORK SHIFT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND PREPARE THE AREA TO BE OCCUPIED BY MEDICAL CENTER STAFF.

3. DIMENSIONS SUPERSEDE DRAWINGS. DO NOT SCALE PLANS. DIMENSIONS ARE TO THE FACE OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AT THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND MATERIALS REQUIRED FOR THE CONTRACTED WORK. REPORT ALL DISCREPANCIES TO THE COR PRIOR TO FABRICATIONS AND ERECTION.

4. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION PROCEDURES/ SEQUENCING AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING DEMOLITION AND CONSTRUCTION TO SUPPORT LOADS, AND REMOVE SHORING AND

BRACING UPON COMPLETION OF THE PROJECT.

5. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT WOULD REDUCE THEIR LOAD CARRYING

CAPACITY OR LOAD-DEFLECTION RATIO.\

6. WHERE EXISTING CONSTRUCTION, EQUIPMENT, ETC. IS REQUIRED TO BE REMOVED, RESTORE EXPOSED FINISHES OF CUT AND PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED OR ADJOINING CONSTRUCTION.

WHERE INDICATED TO REMOVE FINISHES, REMOVE SO TOTALLY, FROM PLANE TO PLANE, TREAT REMAINING

SUBSURFACE TO RECEIVE NEW FINISHES DESIGNATED.

7. WHERE EXISTING CONSTRUCTION, EQUIPMENT, ETC. SHOWN TO BE RELOCATED SHALL BE COORDINATED BY THE CONTRACTOR WITH THE VA PRIOR TO START OF WORK IN EACH AREA. THE CONTRACTOR WILL REMOVE ALL ITEMS OF SALVAGEABLE VALUE, INCLUDING BUT NOT LIMITED TO DOORS, HARDWARE, MOVEABLE EQUIPMENT NOT ALREADY DESIGNATED FOR REINSTALLATION/REUSE, PRIOR TO COMMENCING WORK AND

TURN THEM OVER TO THE VA.

8. WHERE EXISTING PARTITIONS HAVE BEEN REMOVED OR NEW SERVICES PENETRATE EXISTING SURFACES, THE OPENINGS SHALL BE PATCHED TO MATCH THE EXISTING ADJACENT SURFACES FINISH, TEXTURE AND SHEEN.

9. WHERE EXISTING PARTITIONS HAVE BEEN REMOVED OR NEW SERVICES PENETRATE EXISTING SURFACES, THE OPENING SHALL BE PATCHED TO MATCH THE EXISTING ADJACENT SURFACES FINISH, TEXTURE AND SHEEN.

10. IN GENERAL, WHEREVER SERVICES ARE REMOVED, THE OPENINGS SHALL BE PATCHED TO MATCH THE EXISTING ADJACENT SURFACES FINISH TEXTURE AND SHEEN. WHERE REMOVAL OF EXISTING CONSTRUCTION, PIPING, DUCTWORK AND OTHER ITEMS CREATES OPENINGS IN THE WALLS, FLOORS OR CEILINGS, PATCH OPENINGS IMMEDIATELY WITH THE SAME MATERIALS AS ADJACENT CONSTRUCTION. MAINTAIN THE REQUIRED FIRE RATING. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. FILL IN ALL EXISTING OPENINGS THAT ARE NOT TO REMAIN, UNLESS OTHERWISE NOTED. FINISH TO MATCH FINISH OF ADJACENT SURFACE.

11. WHERE CODED NOTE DESIGNATIONS ARE SHOWN AS "TYP" OR "TYPICAL" IT IS INTENDED THAT THE NOTE

GENERALLY REFERS TO ALL SIMILAR ITEMS OR SURFACES.

12. A HAZARDOUS MATERIALS SURVEY WAS NOT CONDUCTED. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE PROTECTIVE MEASURES FOR ITS WORKERS PRIOR TO THE BEGINNING OF ANY RENOVATION OR DEMOLITION

WORK.

13. AFTER COMPLETION OF DEMOLITION, SCHEDULE A WALK-THROUGH WITH THE COR FOR REVIEW OF EXISTING

CONDITIONS.

14. PATCH AND FIRE STOP AT ABANDONED PENETRATIONS THROUGH THE CONCRETE FLOORS, WALLS, AND ROOF

DECK.

15. CONTRACTOR MUST COMPLY WITH ALL VETERAN HEALTH ADMINISTRATION AND MEDICAL CENTER DIRECTIVES

AND MEMORANDUMS.

16. CONTRACTOR PROJECT MANAGER AND SUPERINTENDENT ARE REQUIRED TO ATTEND REGULARLY

SCHEDULED PROJECT MEETINGS DURING CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1ABBREVIATIONS, SYMBOLS &

PARTITION TYPES

GI102

DRAWING 2 OF 40

D-W-4

C

KJD E F G

A

SM.1 P

11.1

FEC

R a d ia to r

R a d ia to r

D F

WING

TO

RESEARCH

STAIR #3

S T

A

IR

5 555

SSSSS

PROJECT WORK AREA.

CT-SCAN

T R

A V

E L D

IS

T A

N C

E T

O E

X

IT

TRAVEL DISTANCE TO EXIT

191'

PROJECT

NORTH

TRUE

NORTH

3rd FLOOR KEY PLAN

AREA OF WORK

BUILDING 2 BUILDING 1

LIFE SAFETY ANALYSIS

NFPA 101 LIFE SAFETY CODE 2018

TOTAL PROJECT AREA

TOTAL FLOOR AREA

OCCUPANCY COUNT

EGRESS CAPACITY PROVIDED

CORRIDORS

CORRIDORS MINIMUM 72" ALLOWED BY VA STANDARDS - 96" EXISTING EXIT CORRIDORS

7.1.10 MEANS OF EGRESS RELIABILITY

7.1.10.1 MEANS OF EGRESS SHALL BE CONTINUOUSLY MAINTAINED FREE OF ALL OBSTRUCTIONS OR

IMPEDIMENTS TO FULL INSTANT USE IN THE CASE OF FIRE OR OTHER EMERGENCY.

9.2.1 AIR CONDITIONING, HEATING, VENTILATION DUCTWORK, AND RELATED EQUIPMENT. AIR CONDITIONING, HEATING, VENTILATION

DUCTWORK, AND RELATED EQUIPMENT SHALL BE IN ACCORDANCE WITH NFPA 90A.

18.1.1.1.1 ALTERATION OF EXISTING HEALTH CARE OCCUPANCIES

18.1.1.4.3 REHABILITATION

18.1.1.4.3.1 (2) MINOR RENOVATIONS: RENOVATION IS LESS THAN 50% AND NOT MORE THAN 4500 SF OF THE AREA OF A SMOKE

COMPARTMENT

18.2.2.2 DOORS

18.2.2.2.4 DOORS WITHIN A REQUIRED MEANS OF EGRESS SHALL NOT BE EQUIPPED WITH A LATCH OR LOCK THAT REQUIRES THE USE OF A TOOL OR KEY FROM THE EGRESS SIDE, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

EXCEPTION NO. 1: KEY-LOCKING DEVICES THAT RESTRICT ACCESS TO THE ROOM FROM THE CORRIDOR AND THAT ARE OPERABLE ONLY BY STAFF FROM THE CORRIDOR SIDE SHALL BE PERMITTED. SUCH DEVICES SHALL NOT RESTRICT EGRESS FROM THE ROOM.

18.2.3.1 THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3

7.3 / TABLE 7.3.3.1 THE CAPACITY OF MEANS OF EGRESS PROVIDING TRAVEL BY MEANS OF STAIRS SHALL BE 0.3 IN. PER PERSON, AND THE CAPACITY OF MEANS OF EGRESS PROVIDING HORIZONTAL TRAVEL (WITHOUT STAIRS) BY MEANS SUCH

AS DOORS, RAMPS, OR HORIZONTAL EXITS SHALL BE 0.2 INCHES PER PERSON.

18.2.3.4 AISLES, CORRIDORS, AND RAMPS REQUIRED FOR EXIT ACCESS IN A HOSPITAL OR NURSING HOME SHALL BE NOT LESS THAN

8 FEE IN CLEAR AND UNOBSTRUCTED WIDTH.

741 SQFT

83,694 SQFT

HEALTH CARE USE, INPATIENT TREATMENT DEPARTMENTS: 83,694 SF / 240 = 349

NUMBER OF STAIRWELLS - 6 WIDTH OF STAIRWELL DOORS - 36" CAPACITY

FACTOR - .3

NUMBER OF HORIZONTAL EXITS - 1 WIDTH OF HORIZONTAL EXIT - 96" CAPACITY

FACTOR - .2

TOTAL CAPACITY = 1200

18.2.6 TRAVEL DISTANCED TO EXITS

18.2.6.2.1 THE TRAVEL DISTANCE BETWEEN ANY POINT IN A ROOM AND AN EXIT SHALL NOT EXCEED 200 FEET.

18.3 PROTECTION.

18.3.4.1 GENERAL. HEALTH CARE OCCUPANCIES SHALL BE PROVIDED WITH A FIRE ALARM A FIRE ALARM SYSTEM IN ACCORDANCE

WITH SECTION 9.6.

18.3.4.3.1 OCCUPANT NOTIFICATION. OCCUPANT NOTIFICATION SHALL BE ACCOMPLISHED AUTOMATICALLY IN ACCORDANCE WITH 9.6.3.

18.3.4.5 DETECTION

18.3.4.5.1 GENERAL. DETECTION SYSTEMS, WHERE REQUIRED, SHALL BE IN ACCORDANCE WITH SECTION 9.6.

18.3.5.1 BUILDINGS CONTAINING HEALTH CARE FACILITIES SHALL BE PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

18.3.5.6 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ALL HEALTH CARE OCCUPANCIES IN ACCORDANCE WITH 9.7.4.1.

18.3.6 CORRIDORS

18.3.6.1 CORRIDORS SHALL BE SEPARATED FROM ALL OTHER AREAS BY PARTITIONS..

18.3.6.2 CONSTRUCTION OF CORRIDOR WALLS SHALL FORM A BARRIER TO LIMIT THE TRANSFER OF SMOKE. SUCH WALLS SHALL BE PERMITTED TO TERMINATE AT THE CEILING WHERE THE CEILING IS CONSTRUCTED TO LIMIT THE TRANSFER OF SMOKE. NO LIMIT THE

TRANSFER OF SMOKE. NO FIRE RESISTANCE RATING REQUIRED FOR CORRIDOR WALLS.

18.3.6.3 CORRIDOR DOORS

18.3.6.3.1 CONSTRUCTED TO RESIST THE PASSAGE OF SMOKE.

18.3.6.3.2 PROVIDED WITH POSITIVE LATCHING.

18.3.6.3.11 DOOR - CLOSING DEVICES SHALL NOT B E REQUIRED ON DOORS IN CORRIDOR WALL OPENINGS OTHER THAN THOSE SERVING REQUIRED EXITS, SMOKE BARRIERS, OR ENCLOSURES OF VERTICAL OPENINGS AND HAZARDOUS AREAS.

18.3.7.1 (4) TO LIMIT THE TRAVEL DISTANCE FROM ANY POINT TO REACH A DOOR IN THE REQUIRED SMOKE BARRIER TO A DISTANCE

NOT EXCEEDING 200 FEET.

18.2.5 ARRANGEMENT OF MEANS OF EGRESS

18.2.5.6.1 EVERY HABITABLE ROOM SHALL HAVE AN EXIT ACCESS DOOR LEADING DIRECTLY TO AN EXIT ACCESS CORRIDOR

18.2.5.2 DEAD-END CORRIDORS. DEAD-END CORRIDORS SHALL NOT EXCEED 30 FT

18.2.5.3 COMMON PATH OF TRAVEL. COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1LIFE SAFETY PLAN

GI103

1" = 20'-0"

LIFE SAFETY PLAN

DRAWING 3 OF 40

TYPE 1

LEAD LINED HM FRAME

IN LEAD LINED GWB WALL

H

W

T Y

P

INTERIOR DOOR FRAMES

SCALE: NTS

J1

H1

TYPE 2

(HM IN GWB)

H

W

T Y

P

J2

H2

OUTSIDE CORNER TRIM

(25N032xxx)

3/8"

/8

3/8"

INSIDE CORNER TRIM

(25N035xxx)

VERTICAL JOINT TRIM

(25N033xxx)

/3

2"

TRIM PROFILES

FULL SCALE

TYPICAL WALL PROTECTION DETAILS

SCALE: 6" = 1'-0"

PROTECTIVE WALL COVERING

FULLY ADHERED TO WALL (WP-1)

TOP OF CHAIR RAIL 3'-0" AFF /

MATCH COUNTERTOP HEIGHT

CONTINUOUS SEALANT

CONTINUOUS CLEAR ANODIZED

ALUMINUM "J" TRIM, SEE

SPECIFICATIONS

S E

E F

IN

IS

H S

C H

E D

U L

E INTEGRAL SHEET VINYL BASE

FULLY ADHERED TO WALL

SEALANT AT GYPSUM BOARD /

FLOOR JOINT

COVE FILLER STRIP. FINISHED

RADIUS 1/2" MINIMUM

SHEET VINYL OVER CONCRETE

SLAB

GYPSUM BOARD, SEE

PARTITION TYPE

CONTINUOUS SEALANT

CONTINUOUS CLEAR ANODIZED

ALUMINUM "J" TRIM, SEE

SPECIFICATIONS

INTEGRAL SHEET VINYL BASE

FULLY ADHERED TO WALL

SEALANT AT GYPSUM BOARD /

FLOOR JOINT

COVE FILLER STRIP. FINISHED

RADIUS 1/2" MINIMUM

SHEET VINYL OVER CONCRETE

SLABS

E E

F

IN

IS

H

S C

H E

D U

L E

1/2" THICK x 1 1/2" HIGH SOLID

SURFACE CHAIR RAIL, MATCH

COUNTERTOP PROFILE (SS-1)

TYPICAL WALL BASE DETAIL

SCALE: 6" = 1'-0"

TYPICAL WALL PROTECTION DETAIL

SCALE: 6" = 1'-0"

RABBIT CHAIR RAIL TO ACCEPT

WALL PROTECTION

GYPSUM BOARD, SEE

PARTITION TYPE

CONTINUOUS SEALANT

CONTINUOUS SEALANT

CORNER GUARD BEYOND

(SS-2)

1/2"

/2

3"HEAT WELD BASE TO

FLOORING AT SEAM

HEAT WELD BASE TO

FLOORING AT SEAM

3"

SOLID SURFACE, SS-2

SEE FINISH SCHEDULE FOR COLOR

TYPICAL CORNER GUARD (CG-1)

SCALE: 3" = 1'-0"

WALL PROTECTION, WP-1

5/8" GWB ON METAL STUDS,

SEE PARTITION TYPE

3"

CONTINUOUS CAULK,

TYPICAL

/2

R 4

4"

NEW LEAD DOOR

SWEEPS

SS DOOR PROTECTION

RE-INSTALL EXISTING

DOOR HOLD-OPEN

NEW BRUSHED STAINLESS

STEEL LEAD LINED ASTRAGAL

NEW LEAD WOOD DOOR,

MATCH EXISTING LEAD

THICKNESS, MATCH

EXISTING DOOR FINISH

SS DOOR

PROTECTION

CT SCAN 3A177

ELEVATION

CORRIDOR C3-14

ELEVATION

1' - 0" 4' - 0"

CT SCAN 3A177

ELEVATION

NEW LEAD DOOR

SWEEP

SS DOOR PROTECTION

INSTALL EXISTING

DOOR PULL

NEW LEAD WOOD DOOR,

MATCH EXISTING LEAD

THICKNESS, MATCH

EXISTING DOOR FINISH

SS DOOR

PROTECTION

INSTALL EXISTING

SS PUSH PLATE

CONTROL ROOM

3A187 ELEVATION

R 4' - 4"

3' - 0"

SS DOOR

PROTECTION

INSTALL EXISTING

DOOR PULL

NEW WOOD DOOR,

MATCH EXISTING

DOOR FINISH

SS DOOR

PROTECTION

INSTALL SS

PUSH PLATE

CONTROL ROOM

3A187 ELEVATION

R 4' - 4"

3' - 0"

INSTALL EXISTING

DOOR CLOSER

WORK CORRIDOR

3C-16 ELEVATION

A

DOOR TYPE "A" ELEVATION

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

B

DOOR TYPE "B" ELEVATION

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

C

DOOR "C" ELEVATIONS - DOOR 3A187

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

SS DOOR EDGE

PROTECTION,

TYPICAL

SS DOOR EDGE

PROTECTION,

TYPICAL

SS DOOR EDGE

PROTECTION,

TYPICAL

FLUSH BOLT

DOOR HARDWARE, SEE

SPECIFICATIONS

TYPICAL NOTES:

1. SS DOOR PROTECTION: FACTORY PUNCH ALL

HOLES FOR DOOR HARDWARE.

2. LEAD THICKNESS: 1/8" Pb

TYPICAL NOTES:

1. SS DOOR PROTECTION: FACTORY PUNCH ALL

HOLES FOR DOOR HARDWARE.

2. LEAD THICKNESS: 1/8" Pb

TYPICAL NOTES:

1. SS DOOR PROTECTION: FACTORY PUNCH ALL

HOLES FOR DOOR HARDWARE.

D

DOOR TYPE "D" ELEVATION

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

4' - 4"

MATCH FINISH OF EXISTING ADJACENT

EQUIPMENT ROOM DOORS.7

ROOM

3A177B

WIDTH HEIGHT

DOOR SCHEDULE

PAIR MATERIAL FINISH TYPE

DOOR SIGN

TYPE MATERIAL FINISH TYPE

FRAME FIRE

RATING

HDW

SET

REMARKS

DOOR

NO.

GANTRY ROOM - 3'-0" 7'-0" WD/LL WD/SS A HM PAINT 1 - 2

3A177A GANTRY ROOM PR 1' + 4' 7'-0" WD/LL WD/SS A HM PAINT 1 - 1

3A177C EQUIPMENT ROOM PR 26"+26" 7'-0" WD WD D A HM PAINT 2 - 3 -

LEAD-LINED HM FRAME (SEE 3/GC101)

B

A

3A187 CONTROL ROOM - 3'-0" 7'-0" WD WD/SS C A HM PAINT 2 - 4 -

LEAD-LINED HM FRAME (SEE 3/GC101)

NOTE: SEE 2/GC101 FOR FRAME TYPES

WALL THICKNESS

COORD W/

9/16" 9/16"

2" 5/

8"

1 15/16"1 15/16"

GYP BOARD WALL

METAL STUD TRACK

SEALANT TYP, BOTH SIDES

FULL PERIMETER

W A

LL

T

H

IC

K N

E S

S

C O

O R

D W

9/

9/

2" 5/8"

/1 6"

/1 6"

JAMB ANCHOR

DOOR: SEE SCHEDULE

GYP BOARD WALL

SEALANT, TYP.

BOTH SIDES,

FULL PERIMETER

1. ALL SIGNS SHALL BE ADA/ABA COMPLIANT

2. MOUNT SIGNS WITH TOP OF SIGN AT +5'-0" ABOVE FINISHED FLOOR, UNLESS OTHERWISE

NOTED. SEE DETAIL 9 ON THIS SHEET.

4. SIGN TYPE REQUIREMENTS ARE SHOWN ON DOOR SCHEDULE.

5. VERIFY ALL FINAL TEXT AND ROOM NUMBERS WITH COR PRIOR TO FABRICATION.

6. ALL SIGNAGE TO MATCH EXISTING FACILITY SIGNAGE. BASIS OF DESIGN FOR SIGNS IS CREATIVE

SIGNAGE. CONTACT PAUL MOSKIOS, 301-345-3700.

SIGNAGE NOTES

9"

5'

GENERAL NOTES:

1. SPECIAL ANCHORAGE OF CLIP ANGLES AT THE INTERSTITIAL DECK WILL BE REQUIRED.

2. PROVIDE NEW LEAD LINED DOOR FRAMES AT ALL TYPE 1 DOORS.

ELEVATION JAMB-HEAD SIMILAR-DOOR &

FRAME IN LEAD LINED METAL

STUD PARTITION

CLIP ANGLES FASTENED

TO SLAB OR BEAM. SEE

GENERAL NOTE #1

2 1/2" x 2" x 3/8"

ANGLES FASTENED

BOTH ENDS

WELD

PROVIDE JAMB

REINFORCING FOR

HINGES OR PIVOTS

FRAME MUST BE AT

LEAST TWO PIECES TO

INSTALL OVER ANGLE

2" DOOR FRAME

CLIP ANGLES

FASTENED TO SLAB

1 1/8" +/- EXISTING WALL 5/8"

NEW 5/8" GYPSUM

WALL BOARD

EXISTING LEAD LINED

GYPSUM WALL BOARD

1/2"

DOUBLE STUDS

1/2"

/8

EXTEND LEAD SHIELDING COMPLETELY

AROUND INSIDE FACE OF BUCK AND

OVERLAP EXISTING LEAD SHIELDING 2" MIN.

FRAME MADE FROM STOCK

FRAME, GROUT FRAME

WITH DOOR

COORDINATE VARIES 1 15/16"

SEALANT (BOTH SIDES)

OVERLAP LEAD LINING 2" MINIMUM

LEAD-LINED DOOR

NOTE:

ENSURE CONTINUITY OF

LEAD LINING AROUND INSIDE

OF FRAME

MULTI-LAYERED FIRE RETARDANT

THERMOPLASTIC SHEET WITH

SPECTRIM #13 MAPLE FINISH

(MAGNETICALLY REMOVABLE)

1/8" ANODIZED ALUMINUM DIVIDER BAR

MAGNETICALLY REMOVABLE F-UNIT

1" TEXT, ALL CAPS

AERIAL REGULAR

PHOTOPOLYMER / BRAILLE

3 PLY NON-GLARE ACRYLIC CONSTRUCTION

SUBSURFACE UV VARIABLE DOT DIGITALLY

PRINTED BACKGROUND COLOR WHITE

5 3/16 x 9" CLEAR ACETATE - 1/16" THICK

CLEAR ACRYLIC BACKER WITH FUTURA MED TEXT

SATIN ANODIZED ALUMINUM FRAME

3A-187

CONTROL

ROOM

DIMENSION OF INSERT

9"

INSIDE DIMENSION OF FRAME

9 1/8"

F -U

N

IT

6"

IN

S

E R

T

3"

F R

A M

E

1/

8"

F R

A M

E

1/

8"

SIGN SYSTEM MECHANICALLY ATTACHES TO WALL

AND FEATURES INTERCHANGEABLE COMPONENTS

TOP OF SIGN TO BE

MOUNTED AT +5'-0" AFFTYPE A - SLIDER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1DOOR DETAILS

GC101

DRAWING 4 OF 40

1 1/2" = 1'-0"8

HEAD AND JAMB DETAILS (J2 & H2) - FRAME TYPE 2

1/2" = 1'-0"9

DOOR SIGN MOUNTING HEIGHT

6" = 1'-0"3

LEAD LINED DOOR AND FRAME DETAILS (J1 & H1) - FRAME TYPE 1

3" = 1'-0"

SIGN TYPE A

NOTE: ALL LOCKS SHALL BE 7-PIN INTERCHANGEABLE CORE, STANLEY 9K SERIES, CYLINDRICAL LOCKSETS.

KEY NOTES: ICRA/DEMOLITION

D01 REPLACE EXISTING DOOR WITH 45 MIN. RATED DOOR FOR TEMPORARY USE DURING

RENOVATION. CONTRACTOR TO VERIFY SIZE OF DOOR.

D02 PROVIDE TEMPORARY AIR TIGHT ANTEROOM TO BE USED DURING CONSTRUCTION

PHASE. PROVIDE STICKY MATS AND HEPA VACUUM TO CLEAN WORKERS CLOTHING

WHEN LEAVING THE PROTECTED CONSTRUCTION AREA. INSTALL BASE COVE AT

TEMPORARY WALLS IN PUBLIC AREAS AND PAINT TO MATCH ADJACENT FINISHES.

COORDINATE WITH CONSTRUCTION DOCUMENTS.

D03 45 MINUTE RATED FRAME AND DOOR FOR USE DURING CONSTRUCTION PHASE. REMOVE

FRAME AND DOOR WHEN PARTITION IS SCHEDULED TO BE REMOVED. PATCH FLOOR AND

CEILING AS REQUIRED. PROVIDE AND INSTALL ALL REQUIRED DOOR HARDWARE WITH A

PUSHBUTTON DOOR LOCK-SET. COORDINATE WIDTH OF DOOR TO ENSURE ADEQUATE

CLEARANCE FOR MOVING CT SCAN EQUIPMENT IN AND OUT OF ROOM.

D04 CLOSE OFF EXISTING OPENING DURING DEMOLITION / CONSTRUCTION WITH 1 HOUR

BARRIER. PROVIDE AIR TIGHT SEAL IN ACCORDANCE TO INFECTION CONTROL POLICY.

D05 TEMPORARILY REMOVE A SECTION OF EXISTING HANDRAIL TO NEAREST JOINT.

REINSTALL HANDRAIL AFTER ICRA BARRIER IS REMOVED.

D06 CONTRACTOR TO REMOVE ALL EXISTING EQUIPMENT. EXISTING CT SCANNER MUST BE

REMOVED THROUGH THE HOSPITAL AND DOWN AN APPROVED ELEVATOR SHAFT.

CONTRACTOR WILL COORDINATE WITH THE ELEVATOR COMPANY/CONSULTANT

APPROVED BY COR TO VERIFY SIZE / WEIGHT LIMITATIONS AND SAFETY

REQUIREMENTS FOR THE ELEVATOR. COR TO APPROVE OVERALL REMOVAL PLAN.

D07 EXISTING RACEWAY TO BE FILLED WITH CONCRETE.

D08 REMOVE EXISTING DOOR , FRAME, AND HARDWARE.

D09 REMOVE EXISTING PLUMBING FIXTURE BACK TO BRANCH. NO ABANDONED LINES ARE

TO BE LEFT. SEE PLUMBING DRAWINGS. WHEN PRESENT, REMOVE ALL RELATED

ELEMENTS INCLUDING BUT NOT LIMITED TO: SOAP DISPENSERS, PAPER TOWEL

DISPENSERS, ETC. PATCH WALLS AND LEAD AS REQUIRED.

X

D10 REMOVE EXISTING MILLWORK SHOWN DASHED. PATCH WALLS AND LEAD

SHIELDING AS REQUIRED.

D11 BASE BID:

REMOVE WALL BASE, EXISTING FLOOR FINISHES, EXISTING LEAD SHIELDING

(ENTIRE FLOOR), AND ADHESIVES DOWN TO CONCRETE SLAB. PREP SLAB FOR

NEW LEAD SHIELDING AND NEW FLOOR FINISHES.

DEDUCT ALTERNATE #1

REMOVE WALL BASE AND EXISTING FLOOR FINISHES. DO NOT DISTURB

EXISTING LEAD SHIELDING. PATCH ANY DAMAGED LEAD SHIELDING (ALLOW

FOR 10 PATCHES AT 2'x2') IN PREPARATION FOR NEW FLOOR FINISHES.

D12 REMOVE EXISTING ACT CEILING SYSTEM AND ASSOCIATED LIGHT FIXTURES,

GRILLES, ETC. SEE DEMOLITION REFLECTED CEILING PLAN AND MEP/FP

DRAWINGS.

D13 PROTECT EXISTING FOLDING PARTITION DURING CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGE TO THE

DOOR, FRAME, ETC.

D14 REMOVE PORTION OF EXISTING WALL TO CEILING HEIGHT.

D15 REMOVE EXISTING METAL CHASE.

*DEMOLITION NOTES APPLY TO PHOTOGRAPHS AND DEMOLITION PLANS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

1/8" = 1'-0"

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1GENERAL RESOURCE -

PHOTOGRAPHS

GR101

D08

PHOTO 3A187-A PHOTO 3A187-B

PHOTO 3A187-C

PHOTO 3A187-D PHOTO 3A177-A PHOTO 3A177-B

PHOTO 3A177-C PHOTO 3A177-D PHOTO 3A177-E PHOTO 3A177-F PHOTO 3A177-G

D08 D04

D08

D01 D08D10D13D13D13

D01

D10 D10

D10

D10 D10

D06 D06

D09 D11 D11

D11

DRAWING 5 OF 40

SEE SHEET AI101.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1MANUFACTURER DRAWINGS -

SOMATOM FORCE GANTRY

QH101

NOTE: THIS DRAWING FOR INFORMATION ONLY

DRAWING 11 OF 40

D01

D08

D02

D03

D09

D10

D10

D10

D10

D10

D11

D12

D13

D11

D12

D04

D05 D05

D07

A

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

ANTE ROOM

FILM PROCESS /

WORK CORRIDOR

C3-16

D15

ANTE ROOM

DOOR: C3-14

PROVIDE 45 MIN. RATED DOOR

WITH PUSH BUTTON LOCK

D06

D04

3' - 7"

D14

M A

IN

T

A

IN

M

IN

C

L R

KEY NOTES: ICRA/DEMOLITION

D01 REPLACE EXISTING DOOR WITH 45 MIN. RATED DOOR FOR TEMPORARY USE DURING

RENOVATION. CONTRACTOR TO VERIFY SIZE OF DOOR.

D02 PROVIDE TEMPORARY AIR TIGHT ANTEROOM TO BE USED DURING CONSTRUCTION

PHASE. PROVIDE STICKY MATS AND HEPA VACUUM TO CLEAN WORKERS CLOTHING

WHEN LEAVING THE PROTECTED CONSTRUCTION AREA. INSTALL BASE COVE AT

TEMPORARY WALLS IN PUBLIC AREAS AND PAINT TO MATCH ADJACENT FINISHES.

COORDINATE WITH CONSTRUCTION DOCUMENTS.

D03 45 MINUTE RATED FRAME AND DOOR FOR USE DURING CONSTRUCTION PHASE. REMOVE

FRAME AND DOOR WHEN PARTITION IS SCHEDULED TO BE REMOVED. PATCH FLOOR AND

CEILING AS REQUIRED. PROVIDE AND INSTALL ALL REQUIRED DOOR HARDWARE WITH A

PUSHBUTTON DOOR LOCK-SET. COORDINATE WIDTH OF DOOR TO ENSURE ADEQUATE

CLEARANCE FOR MOVING CT SCAN EQUIPMENT IN AND OUT OF ROOM.

D04 CLOSE OFF EXISTING OPENING DURING DEMOLITION / CONSTRUCTION WITH 1 HOUR

BARRIER. PROVIDE AIR TIGHT SEAL IN ACCORDANCE TO INFECTION CONTROL POLICY.

D05 TEMPORARILY REMOVE A SECTION OF EXISTING HANDRAIL TO NEAREST JOINT.

REINSTALL HANDRAIL AFTER ICRA BARRIER IS REMOVED.

D06 CONTRACTOR TO REMOVE ALL EXISTING EQUIPMENT. EXISTING CT SCANNER MUST BE

REMOVED THROUGH THE HOSPITAL AND DOWN AN APPROVED ELEVATOR SHAFT.

CONTRACTOR WILL COORDINATE WITH THE ELEVATOR COMPANY/CONSULTANT

APPROVED BY COR TO VERIFY SIZE / WEIGHT LIMITATIONS AND SAFETY

REQUIREMENTS FOR THE ELEVATOR. COR TO APPROVE OVERALL REMOVAL PLAN.

D07 EXISTING RACEWAY TO BE FILLED WITH CONCRETE.

D08 REMOVE EXISTING DOOR , FRAME, AND HARDWARE.

D09 REMOVE EXISTING PLUMBING FIXTURE BACK TO BRANCH. NO ABANDONED LINES ARE

TO BE LEFT. SEE PLUMBING DRAWINGS. WHEN PRESENT, REMOVE ALL RELATED

ELEMENTS INCLUDING BUT NOT LIMITED TO: SOAP DISPENSERS, PAPER TOWEL

DISPENSERS, ETC. PATCH WALLS AND LEAD AS REQUIRED.

X

D10 REMOVE EXISTING MILLWORK SHOWN DASHED. PATCH WALLS AND LEAD

SHIELDING AS REQUIRED.

D11 BASE BID:

REMOVE WALL BASE, EXISTING FLOOR FINISHES, EXISTING LEAD SHIELDING

(ENTIRE FLOOR), AND ADHESIVES DOWN TO CONCRETE SLAB. PREP SLAB FOR

NEW LEAD SHIELDING AND NEW FLOOR FINISHES.

DEDUCT ALTERNATE #1

REMOVE WALL BASE AND EXISTING FLOOR FINISHES. DO NOT DISTURB

EXISTING LEAD SHIELDING. PATCH ANY DAMAGED LEAD SHIELDING (ALLOW

FOR 10 PATCHES AT 2'x2') IN PREPARATION FOR NEW FLOOR FINISHES.

D12 REMOVE EXISTING ACT CEILING SYSTEM AND ASSOCIATED LIGHT FIXTURES,

GRILLES, ETC. SEE DEMOLITION REFLECTED CEILING PLAN AND MEP/FP

DRAWINGS.

D13 PROTECT EXISTING FOLDING PARTITION DURING CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGE TO THE

DOOR, FRAME, ETC.

D14 REMOVE PORTION OF EXISTING WALL TO CEILING HEIGHT.

D15 REMOVE EXISTING METAL CHASE.

*DEMOLITION NOTES APPLY TO PHOTOGRAPHS AND DEMOLITION PLANS.

DEMOLITION SYMBOL LEGEND

REMOVE EXISTING PARTITION SHOWN DASHED IN ITS

ENTIRETY.

REMOVE EXISTING DOOR, FRAME, AND HARDWARE.

REMOVE EXISTING BASE CABINET, COUNTERTOP,

EQUIPMENT AND WALL CABINETS SHOWN DASHED IN

THEIR ENTIRETY. VERIFY EXISTING CONDITIONS.

GENERAL DEMOLITION NOTES

1. SCOPE OF DEMOLITION WORK IS NOT LIMITED TO WORK SHOWN ON

DEMOLITION DRAWINGS. CONTRACTOR TO COORDINATE DEMOLITION WITH

NEW WORK AND PATCH EXISTING TO RECEIVE NEW FINISHES.

2. REFER TO MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR

DEMOLITION WORK. WHERE SUCH WORK OCCURS, ARCHITECTURAL ITEMS

OR FINISHES SHALL BE REMOVED ONLY TO THE EXTENT REQUIRED &

PATCHED TO MATCH EXISTING ADJACENT CONSTRUCTION AND FINISHES.

3. REMOVE ALL INTERIOR DOORS, FRAMES AND HARDWARE INDICATED AS

DASHED LINES.

4. REMOVE EXISTING CEILING IN ALL AREAS TO RECEIVE A NEW CEILING.

5. REMOVE EXISTING FLOOR FINISH, BASE AND ADHESIVE IN ALL AREAS

WHICH ARE TO RECEIVE NEW FLOOR FINISHES.

6. PROTECT EXISTING FINISHED WORK & EQUIPMENT WHICH IS TO REMAIN IN

AREAS OF DEMOLITION WORK.

7. REMOVE PARTITIONS SHOWN DASHED.

8. SEE FLOOR PLANS FOR LOCATION AND FINISHED SIZE OF PARTITION

OPENINGS.

9. VERIFY EXISTING FIRE PROTECTION ON ALL STRUCTURAL ELEMENTS IN

AREA OF WORK PRIOR TO INSTALLING NEW WORK. PATCH AND REPAIR AS

NECESSARY TO MAINTAIN REQUIRED RATING.

10. AFTER THE REMOVAL OF ICRA WALLS, CLEAN AND PATCH EXISTING WALLS

AFFECTED BY CONSTRUCTION AND MATCH EXISTING FINISHES.

11. USE TOMMY CARTS FOR REMOVAL OF CONSTRUCTION WASTE. NO

DUMPSTERS WILL BE ALLOWED ON SITE. A MAXIMUM OF 10 TOMMY CARTS

WILL BE ALLOWED ON SITE.

INFECTION CONTROL POLICY

PRECAUTIONS DURING CONSTRUCTION

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED FOR VISUAL INSPECTION

3. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING

INTO ATMOSPHERE.

4. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING DRY WALL

FOR BARRIERS.

5. NOT USED.

6. BLOCK OFF AND SEAL AIR VENTS IN THE CONSTRUCTION AREA WITH TIN CAPS.

7. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

8. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE

TO PREVENT CONTAMINATION OF DUCT SYSTEM.

9. REMOVE CONSTRUCTION WASTE DAILY.

10. PROVIDE TEMPORARY CONSTRUCTION PARTITIONS (DRYWALL/SHEETROCK) AND

SEAL UNUSED DOORS AT PERIMETER OF THE WORK AREA BEFORE

CONSTRUCTION BEGINS.

11. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

FILTER EQUIPPED AIR FILTRATION UNITS. COORDINATE LOCATION OF ABOVE

FLOOR PENETRATION WITH COR. PATCH FLOOR PENETRATION AFTER

CONSTRUCTION AS REQUIRED TO MATCH EXISTING. PROVIDE NEW HEPA FILTER

AT THE BEGINNING OF THE PROJECT.

12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS OR BY COVERING IN PLASTIC AND SEALING WITH DUCT TAPE.

REMOVE WASTE DAILY EITHER AFTER 5 PM AND BEFORE 7 AM.

13. USE ROUTE AGREED UPON BY THE ICRA TEAM AND COR FOR TRANSPORT OF

TRANSPORT CONTAINERS THROUGH THE FACILITY.

14. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES AIRTIGHT AND/OR FIRE SEAL

AS REQUIRED..

15. CONSTRUCT AN AIRTIGHT ONE-HOUR RATED ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED

USING HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE; OR WEAR

PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK

SITE.

16. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS

THE WORK AREA.

17 CONTRACTOR MUST COMPLY WITH MEDICAL CENTER MEMORANDUM NO. 111-

15IC SEPT 2015 OR LATEST VERSION.

18 ONLY HEPA VACUUMS ALLOWED ON PROJECT.

D51 D51

D51D51

D51 D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51

D51 D51 D51

D51

D51

D51

D52

D52

D54

D54

D54

D54D54

D54 D55 D54

D54

D54D54

D53

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

FILM PROCESS /

WORK CORRIDOR

C3-16

D50

D50

D50

REFLECTED CEILING PLAN DEMOLITION NOTES

GENERAL NOTES:

A. COORDINATE DEMOLITION WITH NEW WORK INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MEP, FIRE PROTECTION AND COMMUNICATION WORK.

B. PATCH EXISTING CONDITIONS AS REQUIRED FOR NEW FINISHES AFTER NEW WORK IS

INSTALLED.

C. COORDINATE DEMOLITION WITH ARCHITECTURAL PHASING PLANS.

D. FIRE PROTECTION DESIGN INTENT: THE INTENT IS NO SPRINKLER HEAD IS TO BE RELOCATED /

REMOVED. VERIFY WITH FIRE PROTECTION DRAWINGS AND SPECIFICATIONS IF PROVIDED.

NOTES BY SYMBOL:

D50 REMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM IN ITS ENTIRETY INCLUDING BUT NOT

LIMITED TO: ACOUSTICAL TILE, GRID AND SUSPENSION WIRE.

D51 REMOVE EXISTING LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS. GENERAL CONTRACTOR TO PROVIDE TEMPORARY LIGHTING UNTIL NEW

LIGHTING SYSTEM IS FULLY FUNCTIONING.

D52 EXISTING GWB SOFFIT TO REMAIN.

D53 REMOVE EXISTING CEILING MOUNTED DEVICE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

D54 REMOVE EXISTING HVAC GRILLE. SEE MECHANICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

X

PROJECT

NORTH

TRUE

NORTH

3rd FLOOR KEY PLAN

AREA OF WORK

BUILDING 2 BUILDING 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1DEMOLITION - FLOOR & REFLECTED

CEILING PLANS

AI101

1/4" = 1'-0"

ICRA / DEMOLITION WORK - FLOOR PLAN

1/4" = 1'-0"

02 REFLECTED CEILING PLAN - DEMOLITION

DRAWING 6 OF 40

REMOVAL OF EXISTING CT SCAN EQUIPMENT

A. CONTRACTOR SHALL COORDINATE WITH SIEMENS FOR THE CAREFUL REMOVAL OF

EXISTING CT SCAN EQUIPMENT FROM ROOM AND MOVE TO ELEVATOR SHAFT.

B. COORDINATE WITH ELEVATOR REPRESENTATIVE TO LOCK OUT ELEVATOR AT AN

UPPER FLOOR.

C. HOIST THE EXISTING EQUIPMENT DOWN THE ELEVATOR SHAFT FROM THE THIRD

FLOOR TO THE GROUND FLOOR WHERE THE LOADING DOCK IS LOCATED.

D. TRANSFER EXISTING EQUIPMENT TO THE LOADING DOCK AND TURN OVER POSSESSION

OF EQUIPMENT TO SIEMENS.

7' - 11 1/4"

7' - 11 1/4"

CT ORIENTATION POINT,

VERIFY LOCATION WITH

EQUIPMENT DRAWINGS

COUNTERTOP, VERIFY GROMMET

LOCATIONS WITH COR, TYP

COUNTERTOP, VERIFY GROMMET

LOCATIONS WITH COR, TYP

COUNTERTOP, VERIFY GROMMET

LOCATIONS WITH COR, TYP

AI104

AI1045

1' - 8"

LL

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

ANTE ROOM

FILM PROCESS /

WORK CORRIDOR

C3-16

DOOR: 3A177A

DOOR: 3A177B

DOOR: 3A187

CG-1

AI105

PATCH LEAD FLOOR IN ACCORDANCE

WITH MANUFACTURER'S

REQUIREMENTS FOR NEW EQUIPMENT.

DOOR: 3A177C

INFILL RECESSED RACEWAY WITH

CONCRETE AND LEAD SHIELDING

FLUSH WITH FLOOR

FINISH EXPOSED SURFACES OF

GYP BOARD AT NEW OPENING

8' - 9 1/4"

/4

UPS FURNISHED AND

INSTALLED BY CONTRACTOR

BATTERIES FURNISHED AND

INSTALLED BY CONTRACTOR

NEW CT EQUIPMENT FURNISHED

BY SIEMENS

SP

(E)

(E)

(E)(E)(E)

(E)

(E) (E)

(E)

(E)(E)

(E)

SOFFIT WITH RECESSED

WINDOW SHADE, SEE

DETAIL B/AI-02

5' - 8"

PATIENT LIFT SYSTEM, SEE

STRUCTURAL DRAWINGS

AND SPECIFICATIONS. SEE

DETAIL A/AI102

OVERHEAD INJECTOR ARM

BASIS OF DESIGN: MEDRAD STELLANT

CT INJECTION SYSTEM W/ CERTAGRA

WORKSTATION BY BAYER

HEALTHCARE, OR EQUAL.

(WWW.RADIOLOGYSOLUTIONS.COM)

ACT-3 @ EXISTING HEIGHT

ACT-3 @ EXISTING

HEIGHT

ACT-2 @ EXISTING HEIGHT

EXISTING SOFFIT.

PATCH AS

REQUIRED. PAINT.

EXISTING SOFFIT. PATCH

AS REQUIRED. PAINT.

SHADED AREA:

SILHOUETTE OF CT

EQUIPMENT

BELOW.

(E)

WAITING AREA

3A192

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

GANTRY ROOM

3A177

CORRIDOR

C3-14

EQUIPMENT

ROOM

3A177a

PROJECT

NORTH

TRUE

NORTH

3rd FLOOR KEY PLAN

AREA OF WORK

BUILDING 2 BUILDING 1

7'-0" AFF

5/8" LEAD GWB (1/8" LEAD), PAINT, TYP

CORNER BEAD, TYP

EXISTING LEAD PARTITION,

PATCH AND PAINT

6" METAL STUDS @ 16" OC, MAINTAIN

LEAD SHIELDING INTEGRITY.

B

SOFFIT DETAIL

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

FINISHED CEILING SYSTEM,

SEE REFLECTED CEILING PLAN

RECESSED WINDOW SHADE,

ADJUST POCKET DETAIL AS PER

MANUFACTURER'S WRITTEN

INSTRUCTIONS

3/4" BIRCH VENEER PLYWOOD

(FIRE RETARDANT)

EXISTING 5/8" LEAD GWB ABOVE

FIXED CEILING LIFT TRACK BY

LIFT MANUFACTURER.

MOTORIZED CEILING LIFT

TRACK. BY CEILING LIFT

MANUFACTURER.

ESCUTCHEON PLATE BY

CEILING LIFT MANUFACTURER

SUSPENDED LAY-IN CEILING:

SEE SPECIFICATIONS

CEILING TRACK CONNECTION.

WRAP WITH LEAD 4X DIAMETER.

SEE STRUCTURAL DRAWINGS.

CONTINUOUS LEAD FACE GWB.

REMOVE AND PATCH AS REQUIRED FOR

NEW WORK. OVERLAP NEW LEAD TO

EXISTING LEAD 2" MIN. MATCH EXISTING

LEAD SHIELDING ON DRAWING 1/AI-02

A

CEILING LIFT TRACK DETAIL.

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

STL. ANGLE: SEE STRUCTURAL

DRAWINGS.

REFLECTED CEILING PLAN LEGEND

6" RECESSED LED DOWNLIGHT

SPRINKLER HEAD, SEE FIRE

PROTECTION DRAWINGS

MECHANICAL GRILLES, SEE

MECHANICAL DRAWINGS

EXIT DEVICE

2' x 2' ACOUSTICAL PANEL CEILING

EXISTING(E)

LED LIGHT FIXTURE

1x4 LED LIGHT FIXTURE

SPEAKER

SP

SEE MEP/FP DRAWINGS FOR ADDITIONAL INFORMATION

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

FILM PROCESS /

WORK CORRIDOR

C3-16

CEILING: 3/32" Pb (2.38mm)

FLOOR: 1/16" Pb (1.58mm)

C=5/32" Pb (3.97mm)

D

1/ 8"

P b

3.

m m

D=1/8" Pb (3.17mm)

D=1/8" Pb (3.17mm)

D

1/ 8"

P b

3.

m m

HATCHED AREA: NO

LEAD SHIELDING

DOOR AND FRAME:

1/8" Pb (3.17mm)

DOOR AND FRAME:

1/8" Pb (3.17mm)

WINDOW AND FRAME:

1/8" Pb (3.17mm - 140 KV)

D=1/8" Pb (3.17mm)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1NEW WORK - FLOOR & REFLECTED

CEILING PLANS

AI102

1/4" = 1'-0"

NEW WORK - FLOOR PLAN

1/4" = 1'-0"

NEW WORK - REFLECTED CEILING PLAN

1/4" = 1'-0"

EXISTING LEAD SHIELDING

EXISTING SHIELDING CONDITIONS PROVIDED BY VA FROM PREVIOUS

RENOVATION PROJECT. CONTRACTOR TO VERIFY EXISTING SHIELDING

CONDITIONS IN THE FIELD AND MATCH EXISTING CONDITIONS FOR NEW

WORK. EXISTING CONDITIONS TAKE PREFERENCE OVER EXISTING LEAD

SHIELDING DRAWING.

DRAWING 7 OF 40

INSTALLATION OF NEW CT SCAN EQUIPMENT

A. CONTRACTOR SHALL COORDINATE WITH SIEMENS TO RECEIVE NEW CT SCAN EQUIPMENT

AT THE GROUND FLOOR LOADING DOCK.

B. COORDINATE WITH ELEVATOR REPRESENTATIVE TO LOCK OUT ELEVATOR AT AN

UPPER FLOOR.

C. CONTRACTOR SHALL CAREFULLY MOVE THE NEW CT SCAN EQUIPMENT TO THE GROUND

FLOOR ELEVATOR AND HOIST THE EXISTING EQUIPMENT UP THE ELEVATOR SHAFT TO THE

THIRD FLOOR.

D. MOVE THE NEW EQUIPMENT TO THE NEW LOCATION AND INSTALL THE NEW CT SCAN

EQUIPMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PROJECT

NORTH

TRUE

NORTH

3rd FLOOR KEY PLAN

AREA OF WORK

BUILDING 2 BUILDING 1

D60

D61 D61

D63

D63

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

ANTE ROOM

FILM PROCESS /

WORK CORRIDOR

C3-16

D62

8' - 10"

/3

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

WAITING AREA

3A192

GANTRY ROOM

3A177

EQUIPMENT

ROOM

3A177a

CORRIDOR

C3-14

FILM PROCESS /

WORK CORRIDOR

C3-16

KEY NOTES: ICRA DEMOLITION

D60 REMOVE EXISTING ANTE-ROOM ICRA WALLS AND DOOR SYSTEMS IN THEIR ENTIRETY. PATCH AND PAINT

CORRIDOR WALL. PATCH AND REPAIR EXISTING CORRIDOR FLOOR FINISHES.

D61 RE-INSTALL CORRIDOR HANDRAIL SYSTEM.

D62 REMOVE EXISTING ICRA BARRIER SHOWN DASHED.

D63 REMOVE TEMPORARY DOOR SHOWN DASHED AND INSTALL NEW DOOR.

X

RSF-3

FLOOR: RSF-2

RSF-3

FLOOR: RSF-1

RSF-4

FLOOR: RSF-1

WALLS: P-2

WALL PROTECTION: WP-1

CHAIR RAIL: SS-2

CABINETS: PL-1

COUNTERTOP: SS-1

WALL SPLASH: SS-2

COUNTERTOP: SS-1

COUNTERTOP: SS-1

C O

U N

T E

R T

O P

: S S

-1

FLOOR: RSF-1

WALLS: P-2

FLOOR: RSF-2

WALLS: P-2

PATCH EXISTING CORRIDOR

FLOOR / WALLS / CEILING

FINISHES TO MATCH EXISTING

D O

O R

F R

A M

E : P

-1

DOOR FRAME: P-1

CORRIDOR SIDE: MATCH EXISTING

R

HM FRAME: P-1

R 14' - 0"

R

2'

R

2' -

CG-1

CG-1

WAITING AREA

3A192

CONTROL ROOM

3A187

CONTROL ROOM

3A192b

GANTRY ROOM

3A186

GANTRY ROOM

3A177

CORRIDOR

C3-14

EQUIPMENT

ROOM

3A177a

DOOR FRAME: P-1

CORRIDOR SIDE: MATCH

EXISTING

CABINETS: PL-1

COUNTERTOP: SS-1

WALL SPLASH: SS-2

8' - 6 1/2"

/4

2' - 0"

CG-1

CG-1

RESILIENT SHEET FLOORING (RSF)

RSF-1: MANNINGTON; BIOSPEC MD; BISQUE

RSF-2: MANNINGTON; BIOSPEC MD; BALSA

RSF-3: MANNINGTON; BIOSPEC MD; NEW NAVY

RSF-4: MANNINGTON; BIOSPEC MD; BLUE RIDGE

PAINT (P)

P-1: DURON: BOTANY BEIGE; 8221W; EPOXY PAINT

P-2: DURON: BOTANY BEIGE; 8221W; EGG SHELL

P-3; MATCH EXISTING PAINT COLOR, VIF.

PLASTIC LAMINATE (PL)

PL-1: FORMICA; CHERRY BIRCH; MATTE FINISH; 7484-58

SOLID SURFACE (SS)

SS-1: DUPONT; CORIAN; COBALT

SS-2: DUPONT; CORIAN; AURORA

WALL PROTECTION (WP)

WP-1: ACROVYN; WHEAT; SUEDE TEXTURE; #254

INTEGRAL BASE: WHERE RESILIENT SHEET FLOORING ABUTS WALL,

PROVIDE INTEGRAL BASE USING COLOR OF FLOORING. HEAT WELD

SEAMS BETWEEN DIFFERENT COLORS OF BASE ALONG SAME WALL

SURFACE.

FINISHES

ITEM DESCRIPTION

EQUIPMENT SCHEDULE

FURNISHED BY

GC GC

INSTALLED BYITEM #

SOAP DISPENSER AND HAND SANITIZER DISPENSER - WALL MOUNTED VA VA

2 WALL CABINET - PLASTIC LAMINATE GC GC

4 PAPER TOWEL DISPENSER - WALL MOUNTED, STAINLESS STEEL, TRI-FOLD TOWELS VA VA

1 SINK BASE CABINET - PLASTIC LAMINATE WITH SOLID SURFACE COUNTERTOP

7 30" DEEP COUNTERTOP, SOLID SURFACE WITH 3" PLASTIC GROMMET COVERS

6 WALL CABINET - PLASTIC LAMINATE

8 20" DEEP COUNTERTOP, SOLID SURFACE WITH 3" PLASTIC CROMMET COVERS

5 BASE CABINET - PLASTIC LAMINATE WITH SOLID SURFACE COUTERTOP

9 OVERHEAD PATIENT LIFT SYSTEM - SEE REFLECTED CEILING PLAN

GC GC

GC GC

GC GC

GC GC

GC GC

10 INJECTOR BOOM GC GC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F ile

P a th

/1

/2

:3

:0

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors - Energy Consultants

As indicated

3900 Woodland Ave., Philadelphia, PA 19104

01/11/2021

642-CSI-118

DRKBJ

Site Prep To Replace CT ScanBID SET R1ICRA REMOVAL, EQUIPMENT AND

FINISH PLANS

AI103

1/4" = 1'-0"

ICRA REMOVAL - FLOOR PLAN

1/4" = 1'-0"

EQUIPMENT PLAN

1/4" = 1'-0"

FINISH PLAN

DRAWING 8 OF 40

2' - 6"

NEW LEAD DOOR, PAINT EXISTING HM FRAME,

SS DOOR PROTECTION - BOTH SIDES OF DOOR

WALL PROTECTION

6" INTEGRAL WALL BASE

SOLID SURFACE CHAIR RAIL

1/2" THICK SOLID SURFACE

WALL FINISH

EXISTING GWB SOFFIT

EXISTING GWB SOFFIT, PAINT

EXISTING WINDOW SYSTEM, PAINT HM FRAME

EXISTING GWB LEAD WALL, PATCH AND PAINT

CORNER GUARD

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

FINISHED FLOOR

1" FILLER

1/2" THICK SOLID SURFACE

WALL FINISH

GWB WITH LEAD FASCIA AND SOFFIT

RECESSED 4'-4" WIDE PRIVACY SHADE

SHOWN DASHED

GC101

A

AI105

2' - 6"

WALL PROTECTION

6" INTEGRAL WALL BASE

SOLID SURFACE CHAIR RAIL

EXISTING GWB SOFFIT,

PATCH AND PAINT

EXISTING GWB LEAD WALL, PATCH AND PAINT

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

FINISHED FLOOR

1" FILLER

1/2" THICK SOLID

SURFACE WALL FINISH

EXIT SIGN, SEE

ELECTRICAL DRAWINGS4" WIDE 1/2" THICK SOLID

SURFACE RETURN

GC101

B

AI105

6" INTEGRAL WALL BASE

SOLID SURFACE

WALL FINISH

EXISTING GYB SOFFIT

EXISTING GWB LEAD WALL, PATCH AND PAINT

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

LEAD GWB SOFFIT AND FASCIA WITH

RECESSED ELECTRIC SHADE, SEE

ELECTRIC DRAWINGS

CORNER GUARD

WALL PROTECTION

CORNER GUARD

NEW GYB WALL

FINISH TO MATCH EXISTING

6" INTEGRAL WALL BASE

EXISTING GWB PARTITION,

PATCH & PAINT

EXISTING WINDOW SYSTEM, PAINT HM FRAME

EXISTING GWB LEAD WALL, PATCH AND PAINT

CEILING SYSTEM, SEE REFLECTED CEILING PLAN

EXISTING

OPENING

EXISTING ELECTRIC DUCT

COUNTERTOP…