S02 DRAWINGS.pdf

PDF 27 MB Posted Apr 29, 2021

Attached to: Y1DA--630A4-20-424 NUCLEAR MEDICINE SPECT-CT SITE PREP
Solicitation number: 36C24221B0034
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines the scope of work for a federal construction contract solicitation to replace condenser water piping at a Department of Veterans Affairs medical center. Key details include:

The solicitation number is 36C24221B0034 and is for project 630A4-13-403 to replace condenser water piping from the chiller plant to cooling towers on the east side of Building 4 at the VA Brooklyn Medical Center. Work includes replacing valves, installing electrical heat tracing and a centrifugal separator/cleaner package, as well as support piers for piping located on the roof.
The period of performance is 260 days from notice to proceed. The general contractor must submit preliminary schedules, bonds, insurance, and a schedule of values within 10 days of contract award. Off-hours and weekend work may be required.
The general contractor is responsible for safety compliance, hazardous materials reporting and inventory, environmental protection, daily cleanup, and taking precautions to prevent damage to facilities including elevators. A site superintendent must be present at all times and accessible by cell phone.

View the file

Other files

File	Type	Posted
S05 RFI ANSWERS.pdf	PDF	May 25, 2021
36C24221B0034 0001.docx	DOCX document	May 25, 2021
S02 Safety or Environmental Violations and Experience Modification Rate.pdf	PDF	Apr 29, 2021
S02 Participation Goals for Minorities and Females.pdf	PDF	Apr 29, 2021
S02 SPECS.pdf	PDF	Apr 29, 2021
S02 ALL POSTERS.pdf	PDF	Apr 29, 2021
S02 VA ID PACKAGE 06-18-2019.pdf	PDF	Apr 29, 2021
36C24221B0034_1.docx	DOCX document	Apr 29, 2021

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SITE

LOCATION

1 5

T E

N A

N T

P A

R K

I N

POLY PL.

SCALE: N.T.S.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

GI-001

SHEET #: DRAWING #: DRAWING TITLE

1-MH-001

HVAC: SYMBOLS, ABBREVIATIONS & NOTES

1-ES-001 ELECTRICAL: SYMBOLS, ABBREVIATIONS & NOTES

1-FX-001

FIRE PROTECTION: SYMBOLS, ABBREVIATIONS & NOTES

HVAC:

ELECTRICAL:

FIRE PROTECTION SPRINKLER:

GENERAL:

1-ES-801 ELECTRICAL: SCHEDULES

1-MH-201 HVAC: DEMOLITION & NEW WORK

1-PL-001 PLUMBING: SYMBOLS, ABBREVIATIONS & NOTES

PLUMBING:

1-PL-101

1-ES-101 ELECTRICAL: POWER PLANS DEMOLITION & NEW WORK

1-FX-201 FIRE PROTECTION: RCP DEMOLITION & NEW WORK

1-ES-201 ELECTRICAL: LIGHTING PLANS DEMOLITION & NEW WORK

PLUMBING: MEDICAL GAS DEMOLITION & NEW WORK

1-AS-001

GENERAL INFORMATION: TITLE SHEET WITH INDEX OF DRAWINGS

ARCHITECTURAL:

1-LS-100 ARCHITECTURAL: LIFE SAFETY FLOOR PLAN

ARCHITECTURAL: SYMBOLS, ABBREVIATIONS & NOTES

1-PH-100

AS-D-100 ARCHITECTURAL: DEMOLITION FLOOR PLAN

ARCHITECTURAL: PHASING PLAN, SUMMARY, AND NOTES

1-AS-100

1-AS-101

1-AS-600

ARCHITECTURAL: PROPOSED PLAN OPTIONS 1 & 2

ARCHITECTURAL: ROOM FINISH SCHEDULE, FINISH SCHEDULE

ARCHITECTURAL: REFLECTED CEILING PLAN

C1-A2 COVER SHEET, DISCLAIMER - SITE READINESS, GENERAL NOTES & EQUIPMENT LAYOUT

GE DRAWINGS:

M1-E3

HVAC, ELECTRICAL NOTES, LAYOUT & ELEVATIONS

A3-A6 RADIATION PROTECTION, EQUIPMENT DETAILS & DELIVERY

S1-S4 STRUCTURAL NOTES, LAYOUT & DETAILS

E4-E5 POWER REQUIREMENTS & ELECTRICAL DETAILS - INTERCONNECTIONS

1-ES-102 ELECTRICAL: POWER PLANS, 3RD., 4TH, & 5TH FLOORS NEW WORK

1-S-100

1-S-200 STRUCTURAL: NOTES & SPECIAL INSPECTIONS

STRUCTURAL: SECOND FLOOR FRAMING REINFORCEMENT PLAN AND SECTIONS

STRUCTURAL:

1-AS-102

ARCHITECTURAL: EQUIPMENT PLAN AND SCHEDULE

1-T-200

STRUCTURAL: TEMPORARY SUPPORT FOR EQUIPMENT INSTALLATION

NEW WALL AND DOOR

EXISTING WALL AND

DOOR TO REMAIN

9-4-2b

3-AS-000

NEW WINDOW/

STOREFRONT TAG

SEE SHEET A600

NEW DOOR TAG

NEW PARTITION TAG

FIRE/SMOKE RATING (SEE

3-AS-600 FOR PARTITION

LEGEND)

NOMINAL SIZE

SPECIFICATION CATEGORY

SEQUENCE NUMBER

DOOR NUMBER

DOOR SIZE (SEE 3-AS-600

FOR DOOR SIZE LEGEND)

NEW EXTERIOR

ELEVATION TAG

VIEW NUMBER

SHEET NUMBER

NEW WALL

SECTION TAG

VIEW NUMBER

SHEET NUMBER

NEW BUILDING

SECTION TAG

3-AS-000

VIEW

NUMBER

SHEET

NUMBER

# 3-AS-000 NEW INTERIOR

ELEVATION TAG

VIEW

NUMBER

SHEET

NUMBER

VIEW NUMBER

SHEET NUMBER

NEW DETAIL

CALLOUT TAG

GENERAL NOTES:

1. IN THE EVENT OF INCONSISTENCIES WITHIN OR BETWEEN PARTS OF THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND APPLICABLE STANDARDS, CODES AND ORDINANCES, THE CONTRACTOR SHALL:

(1) PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK

(2) COMPLY WITH THE MORE STRINGENT REQUIREMENT; EITHER OR BOTH IN ACCORDANCE WITH THE

ARCHITECT'S INTERPRETATION.

2. VERIFY ALL DIMENSIONS IN FIELD FOR FIT OF UNITS SPECIFIED. MODIFY DIMENSIONS ON SHOP DRAWING AS

REQUIRED, PRIOR TO SUBMITTAL OR RELEASE FOR PURCHASE OR FABRICATION.

3. ALL ARCHITECTURAL CASEWORK & WOODWORK IS TO BE INSTALLED ON TOP OF NEW FLOOR FINISHES. (CARPET, SHEET VINYL., ETC.)

4. THE DESIGN OF THE PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE

5. CONTRACTORS SHALL VERIFY & ASSUME RESPONSIBILITY FOR VERIFYING ALL EXISTING OR AS-BUILT CONDITIONS

AND INCLUDE INFORMATION IN SHOP DRAWINGS PRIOR TO SUBMITTAL TO A & E.

6. EACH CONTRACTOR TO BE RESPONSIBLE FOR APPLIED FINISHES FOR THEIR WORK.

7. IN AREA OF WORK EACH CONTRACTOR TO BE RESPONSIBLE FOR ALL ADJACENT FINISHED WORK OF OTHER

TRADES. EACH CONTRACTOR IS TO PROTECT HIS OWN WORK.

8. ALL CONTRACTORS ARE TO COORDINATE THEIR WORK IN ACCORDANCE WITH DRAWINGS.

9. ALL PENETRATIONS THROUGH RATED WALLS & CORRIDOR WALLS ARE TO BE FIRE-STOPPED BY TRADE MAKING

PENETRATION, WITH APPROVED MATERIALS PER DRAWINGS AND SPECIFICATIONS.

10. ALL DIMENSIONS SHOWN ON DRAWINGS ARE SUBJECT TO VERIFICATION OF ACTUAL DIMENSIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD TO INSURE PROPER AND

ACCURATE FIT OF MATERIALS AND ITEMS TO BE INSTALLED.

11. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND THE INFORMATION FURNISHED BY THE OWNER, AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL NOT BE LIABLE TO THE OWNER, OR ARCHITECT FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR RECOGNIZED SUCH ERROR, INCONSISTENCY OR OMISSION AND KNOWINGLY FAILED TO REPORT IT TO THE ARCHITECT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE

COSTS FOR CORRECTION.

12. WHENEVER THE DRAWINGS SHOW EXISTING CONSTRUCTION, REQUIRED AS PART OF THE WORK OR NOT, IT IS UNDERSTOOD THAT IT IS SHOWN AS A MATTER OF INFORMATION TO BE SUBSTANTIALLY CORRECT. THE OWNER ASSUMES NO RESPONSIBILITY THEREFORE. THE CONTRACTOR SHALL MAKE ITSELF TOTALLY FAMILIAR WITH ALL EXISTING CONDITIONS AFFECTING THE NATURE AND MANNER OF CONDUCTING THEIR WORK. ANY ERRORS DUE TO THE CONTRACTOR'S FAILURE TO VERIFY ALL GRADES, ELEVATIONS, LOCATIONS, OR DIMENSIONS SHALL BE

PROMPTLY RECTIFIED BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO THE OWNER.

13. WHERE EQUIPMENT LINES OR PIPING AND/OR CONDUIT ARE SHOWN DIAGRAMMATICALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND ORDERLY ARRANGEMENT OF THE VARIOUS LINES OF PIPING AND CONDUIT INCLUDED IN THE WORK OF HIS CONTRACT. HE SHALL COORDINATE THE WORK OF SEVERAL CONTRACTORS AND PREVENT ALL INTERFERENCE'S BETWEEN EQUIPMENT, LINES OF PIPING, ARCHITECTURAL

FEATURES, AND AVOID ANY UNSIGHTLY ARRANGEMENTS IN THE EXPOSED AREAS.

14. ALL WORK SHALL BE EXECUTED IN A THOROUGH, SUBSTANTIAL, WORKMANLIKE MANNER, IN COMPLETE ACCORDANCE WITH THE MANUFACTURER'S MOST RECENT RECOMMENDATIONS UNLESS OTHERWISE SPECIFIED

OR PERMITTED BY THE ARCHITECT.

15. CONTRACTOR IS RESPONSIBLE FOR ALL I.T. TERMINATIONS, SEE ELECTRICAL DRAWINGS.

HEALTH & SAFETY GENERAL NOTES:

1. ALL EXISTING EXIT DOORS ARE REQUIRED TO BE KEPT CLEAR AT ALL TIMES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF CHEMICAL FUMES, GASES, AND

OTHER CONTAMINATES PRODUCED BY WELDING, GASOLINE OR DIESEL ENGINES, ROOFING,

PAVING, PAINTING, ETC., TO ENSURE THEY DO NOT ENTER OCCUPIED PORTIONS OF THE BUILDING

OR AIR INTAKES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ACTIVITIES AND MATERIALS WHICH

RESULT IN "OFF-GASSING" OF VOLATILE ORGANIC COMPOUNDS SUCH AS GLUES, PAINTS,

FURNITURE, CARPETING, WALL COVERING, DRAPERY, ETC., ARE SCHEDULED, CURED OR

VENTILATED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS BEFORE A SPACE CAN

BE OCCUPIED.

DOORS & FRAMES

1. CENTER LINE OF ALL PANIC DEVICES. PUSH BARS SHALL BE 38" (3'-2") ABOVE FINISHED FLOOR (MAX.

VERIFY WITH VA)

2. CLEAN AND CAULK THE FULL PERIMETER OF ALL GLASS, FRAMES, AND PANEL EDGES OF NEW

FRAMES AND LITES AS PER SPECIFICATIONS.

3. ALL NEW FRAMES IN GYPSUM BOARD PARTITIONS TO HAVE THREE (3) ANCHORS PER JAMB MINIMUM

INTO STUD AND FRAME.

4. ALL DOOR FRAMES SHALL BE PROVIDED WITH SILENCERS.

5. EXTERIOR METAL DOORS AND FRAMES ARE TO BE INSULATED.

6. ALL NEW FRAME IN MASONRY TO RECEIVE A MINIMUM OF 3 ANCHORS PER JAMB.

7. ALL GLASS IN EXTERIOR DOORS AND FRAMES TO BE INSULATED.

PLUMBING

1. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL NEW PLUMBING FIXTURES AS INDICATED (SEE PLANS, SPEC, AND SCHEDULE) WITH ALL REQUIRED PIPING, TRAPS, VENTING, CLEANOUTS, ETC., AS SHOWN OR AS REQUIRED PER CODE.

2. ALL EXPOSED PIPING BELOW NEW SINKS/LAVATORIES ARE TO BE INSULATED/PROTECTED TO MEET

ALL ADA REQUIREMENTS.

3. PLUMBING CONTRACTOR TO COORDINATE HIS WORK IN SPECIAL ROOMS WITH CASEWORK ROUGH-IN REQUIREMENTS OF THAT TRADE AND TO COORDINATE HIS WORK WITH ROUGH-IN REQUIREMENTS.

ARCHITECTURAL CASEWORK & EQUIPMENT

1. GENERAL CONTRACTOR IS TO PROVIDE ALL ROUGH-IN INFORMATION ON SHOPS (LOCATION & SIZE) SO AS NOT TO DELAY THE WORK OF OTHER TRADES. THE WORK OF OTHER TRADES IS BUILT INTO THE STRUCTURE, CASEWORK SHOPS MUST BE SUBMITTED AND APPROVED PRIOR TO ERECTION OF

STRUCTURE.

2. ALL CABINET DOORS AND DRAWERS TO HAVE LOCKS EXCEPT SINK CABINETS. CABINET LOCKS IN ALL

ROOMS TO BE KEYED ALIKE IN EACH ROOM AND DIFFERENTLY FROM OTHER ROOMS.

3. GENERAL CONTRACTOR SHALL INSTALL ALL ARCHITECTURAL CASEWORK FOR ALL ROOMS SHOWN

ON PLANS OR CALLED FOR IN SCHEDULES. INSTALL ALL TOPS, BACK SPLASHES, FILLERS,

BLOCKING, ETC.

4. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PIPE CHASES OR OTHER OBSTRUCTIONS IN

FIELD FOR PROPER INSTALLATION OF CABINETWORK AND ALTER WORK AS NECESSARY FOR

PROPER FIT.

5. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL GROMMETS AS REQUIRED TO ALLOW ACCESS TO ALL POWER, DATA AND COMMUNICATION RECEPTACLES. ALL NEW COUNTERTOPS TO RECEIVE A

MINIMUM OF ONE GROMMET FOR EVERY 40" OF LINEAR LENGTH.

6. PROVIDE AND INSTALL NEW CONCEALED, FIRE RETARDANT BLOCKING AT ALL NEW

ACCESSORIES/CASEWORK AS REQUIRED.

CLIMATE ZONE: 4A KINGS COUNTY

REQUIRED PROVIDED

ROOF INSULATION: R-30 ci N/A

MASS WALL

ABOVE GRADE: R-9.5 ci N/A

METAL FRAMED WALL: R-13 & 7.5 c i N/A

BELOW GRADE WALL: R-7.5ci N/A

SLAB ON GRADE: R-10-24" N/A

FIXED GLAZING: 0.38EU N/A

0.36 SHGC N/A

SWING DOORS: 0.77U N/A

0.36 SHGC N/A

SKYLIGHTS: 0.50 U N/A

O.40 SHGC N/A

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

* BRICK

* EXISTING TO BE REMOVED

* NEW STUD WALLS

* EXISTING TO REMAIN

* EARTH

* POUROUS FILL

* METAL / STEEL

* INSULATION

* WOOD

* SPLIT FACE CONCRETE BLOCK

* CONCRETE

PARTITIONS (PLAN)

1.) THE CONTRACTOR IS TO VISIT THE SITE AND THOROUGHLY ACQUAINT HIMSELF WITH ALL EXIST. CONDITIONS TO CHECK AND VERIFY ALL CONDITIONS, DIMENSIONS, ETC. AND REPORT TO THE ARCHITECT ANY ERRORS, OMISSIONS OR VARIATION FROM INTENT OF THE PLANS PRIOR TO THE START OF WORK.

2.) NO DRAWINGS ARE TO BE SCALED: USE DIMENSIONS ONLY OR VERIFY ALL CONDITIONS IN FIELD.

3.) THOSE ITEMS NOT NOTED, BUT IMPLIED AS NECESSARY FOR THE PERFORMANCE OF THE CONTRACT ARE CONSIDERED PART OF THE WORK.

4.) ALL MATERIAL AND WORKMANSHIP IS TO BE GUARANTEED BY THE CONTRACTOR TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR, THE CONTRACTOR AGREES TO CORRECT WITHOUT CHARGE SUCH CONDITIONS AS MAY OCCUR DURING THE GUARANTEE PERIOD.

5.) ALL WORK IS TO BE EXECUTED BY MECHANICS SKILLED IN THEIR TRADES.

6.) ALL CHANGES AND OR SUBSTITUTIONS ARE TO BE APPROVED IN WRITING BEFORE BEING INCORPORATED INTO THE WORK.

7.) ALL TRADES TO COOPERATE WITH EACH OTHER TO FACILITATE THE PROGRESS OF THE ENTIRE JOB.

8.) CONTRACTOR IS TO PROTECT THE PUBLIC AND PREMISES DURING THE PERIOD OF CONSTRUCTION WITH ADEQUATE SHORING, BRACING, FENCING, LIGHTING, ETC. .

9.) CONTRACTOR IS TO REMOVE ALL RUBBISH FROM THE SITE ON A DAILY BASIS (AS PER ICRA AND VA GUIDELINES) RESULTING FROM HIS WORK DURING THE PROGRESS OF CONSTRUCTION AND SHALL LEAVE THE PREMISES IN A CONDITION SATISFACTORY TO THE OWNER PRIOR TO THE FINAL INSPECTION.

10.) ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE AND SHALL

CONFORM TO GENERALLY ACCEPTED STANDARDS.

A.B. ANCHOR BOLT

AC ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

A.P. ACCESS PANEL

ARCH ARCHITECT

ASPH ASPHALT

APPROX APPROXIMATE

@ AT

BLDG BUILDING

BLK BLOCK

BOT BOTTOM

B/O BOTTOM OF

BRK BRICK

CBL CONCRETE BLOCK

CLG CEILING

C.T. CERAMIC TILE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

C.J. CONTROL JOINT

℄ CENTERLINE

CB CATCH BASIN

DIA./ Ø DIAMETER

DN DOWN

DR DRAIN

DWG DRAWING

ELEC ELECTRIC

EL/ELEV ELEVATION

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FIN FINISH

FIN FL FINISHED FLOOR

FD FLOOR DRAIN

FGL FIBERGLASS

FL FLOOR

GA GAGE/GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GWB GYPSUM WALL BD

HC HUNG CEILING

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

H+V HEATING AND VENTILATION

INSUL INSULATION

JAN JANITOR

JT JOINT

LAM LAMINATE

MAS MASONRY

MATL MATERIAL

MECH MECHANICAL

MIN MIN

M.O. MASONRY OPENING

MAX MAXIMUM

MTL METAL

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OPNG OPENING

O.C. ON CENTER

PARTN PARTITION

P+D PLUMBING AND DRAINAGE

POLY POLYURETHANE

⅊ PROPERTY LINE

PT PRESSURE TREATED

PTD PAINTED

R RISER OR RADIUS

RDL ROOF DRAIN LEADER

REINF REINFORCED

REQD REQUIRED

RM ROOM

SC SOLID CORE

SECT SECTION

SIM SIMILAR

SPEC SPECIFICATION

STL STEEL

SAD SADDLE

STOR STORAGE

T TREAD OR TOP

TEL TELEPHONE

T&G TONGUE AND GROOVE

THK THICK

T/O TOP OF

TW TOP OF WALL

TYP TYPICAL

VB VAPOR BARRIER

VERT VERTICAL

W WIDE

WH WEEP HOLE

WST WAINSCOT

WWF WELDED WIRE FABRIC

W/ WITH

WD WOOD

ABBREVIATIONS (U.N.O.)

GENERAL SPECIFICATION NOTESSYMBOLS LEGEND

ENERGY CODE NOTES MATERIALS GENERAL NOTES

AutoCAD SHX Text N#

AutoCAD SHX Text X

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text FE Project No.

AutoCAD SHX Text 20-176

AutoCAD SHX Text

SRB

AutoCAD SHX Text

DSS

AutoCAD SHX Text RAYMOND P. VanVOORHIS, RA

AutoCAD SHX Text

NY REGISTERED ARCHITECT

AutoCAD SHX Text

NO. 11032

AutoCAD SHX Text

ARCHITECTURAL:

AutoCAD SHX Text

SYMBOLS, ABBREVIATIONS,

AutoCAD SHX Text

AND NOTES

AutoCAD SHX Text

1-AS-001

AutoCAD SHX Text

CONTROL

AREA

510a

43 SF

ROOM #2

420 SF

ROOM #1

405 SF

CONTROL

AREA

508a

55 SF

HOUSEKEEPING

33 SF

(71') TOTAL MAX DISTANCE

(41')

(107')

(87')

DISTANCE TO NEAREST

STAIR DOOR IS (70')

(177')

(157')

AUTOMATIC

SLIDING DOOR

LEGEND

56'

2-HR RATED FIRE BARRIER

1-HR RATED FIRE BARRIER

30MIN RATED FIRE BARRIER

DISTANCE TO TWO MEANS OF

EGRESS

DISTANCE TO

EXIT

EXIT LOCATIONEXIT

56'

EXISTING FIRE

EXTINGUISHER

AREA OF ALTERATION

NEW FULLY RECESSED

MOUNTED FIRE

EXTINGUISHER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

ARCHITECTURAL: LIFE SAFETY PLAN1 NORTHKEY PLAN - BUILDING 1 - 2ND FLOOR - EAST

SMOKE COMPARTMENT

SECOND FLOOR: NORTHEAST

7.143 SF

EXISTING BUILDING INFORMATION

NFPA - TYPE 2 - (222)

AutoCAD SHX Text

STRETCHER/ EXAM ROOM

AutoCAD SHX Text

QUIET ROOM

AutoCAD SHX Text

QUIET ROOM

AutoCAD SHX Text

HOT LAB

AutoCAD SHX Text

CHANGE

AutoCAD SHX Text

CHANGE

AutoCAD SHX Text

THYROID

AutoCAD SHX Text

EXISTING LIBRARY

AutoCAD SHX Text

STRESS TEST

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

SOILED HOLDING

AutoCAD SHX Text

NURSES STATION

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CONFERENCE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STAFF/COPY/WORK ROOM

AutoCAD SHX Text

BONE DENSITY

AutoCAD SHX Text

NURSE INTERVIEW IV STATION

AutoCAD SHX Text

RADIOLOGY READING

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

STAFF TOILET

AutoCAD SHX Text

WAITING

AutoCAD SHX Text

CLEAN HOLDING

AutoCAD SHX Text

EQUIPMENT AREA

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

HOT SOILED HOLDING

AutoCAD SHX Text

CLEAN LINEN

AutoCAD SHX Text E

AutoCAD SHX Text 6.5

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 11.8

AutoCAD SHX Text

QUIET ROOM

AutoCAD SHX Text

AutoCAD SHX Text 523A

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text 519A

AutoCAD SHX Text

PET/CT

AutoCAD SHX Text

AutoCAD SHX Text 526A

AutoCAD SHX Text

EFHC

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

STRETCHER/ EXAM ROOM

AutoCAD SHX Text

QUIET ROOM

AutoCAD SHX Text

QUIET ROOM

AutoCAD SHX Text

HOT LAB

AutoCAD SHX Text

CHANGE

AutoCAD SHX Text

CHANGE

AutoCAD SHX Text

THYROID

AutoCAD SHX Text

EXISTING LIBRARY

AutoCAD SHX Text

STRESS TEST

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

SOILED HOLDING

AutoCAD SHX Text

NURSES STATION

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CONFERENCE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STAFF/COPY/WORK ROOM

AutoCAD SHX Text

BONE DENSITY

AutoCAD SHX Text

NURSE INTERVIEW IV STATION

AutoCAD SHX Text

RADIOLOGY READING

AutoCAD SHX Text

ADMINISTRATION

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STAFF TOILET

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WAITING

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CLEAN HOLDING

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PATIENT

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PATIENT

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HOT SOILED HOLDING

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CLEAN LINEN

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QUIET ROOM

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CLOSET

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PET/CT

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AutoCAD SHX Text 526A

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CONTROL

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PATIENT

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PATIENT

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EXIT STAIR

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AutoCAD SHX Text FE Project No.

AutoCAD SHX Text 20-176

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SRB

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DSS

AutoCAD SHX Text RAYMOND P. VanVOORHIS, RA

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NY REGISTERED ARCHITECT

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NO. 11032

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

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DUCT

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DUCT

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CLO.

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DUCT

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UPPER PART

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MAIN LOBBY

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FOLDING PARTITION

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FOLDING PARTITION

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CLO

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STORAGE

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EFHC

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ARCHITECTURAL:

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LIFE SAFETY FLOOR PLAN

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1-LS-100

510a

43 SF

ROOM #2

420 SF

ROOM #1

405 SF

CONTROL

AREA

508a

55 SF

HOUSEKEEPING

33 SF

EXIT ACCESS CORRIDOR

66 7

3 3

APPROXIMATE OUTLINE OF PHASE BOUNDARY LINES (PARTITION

LOCATION). COORDINATE WITH PROJECT DRAWING SET

LEGEND:

PHASING STAGE

1 HOUR RATED WEATHERPROOF TEMPORARY ENCLOSURE (INSULATED),

TYPICAL OF ALL EXISTING WINDOW AND DOOR OPENINGS. SEE

STRUCTURAL DRAWINGS FOR ALL EXTERIOR ENCLOSURE REQUIREMENTS.

EXISTING WALLS. INFILL AND FIREPROOF ALL OPENINGS FROM FLOOR TO

CONCRETE DECK ABOVE CEILING FOR A 1 HOUR FIRE RATED CONSTRUCTION

BARRIER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS/REPLACEMENT

OF FINISHES AS REQUIRED FOR INSTALLATION OF TEMPORARY BARRIERS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

ARCHITECTURAL: PHASING PLAN1

NORTHKEY PLAN - BUILDING 1 - 2ND FLOOR - EAST

PARTITION WALL DETAIL

N.T.S.2

TEMPORARY CONSTRUCTION

KEYED NOTES:

1 CLOSE OFF EXISTING DOOR OPENING INSTALL TWO LAYERS OF ½" TYPE 'X' SHEETROCK

EITHER SIDE OF DOOR OPENING TO FORM A 1 HR. TEMPORARY CONSTRUCTION BARRIER.

ACCESS FOR UTILITY ISOLATION AND CHANGE-OVER ONLY.

PRIMARY ACCESS TO WORK SPACE THROUGHOUT CONSTRUCTION.

PROVIDE TEMPORARY SELF-CLOSING, U.L. LISTED ¾ HOUR FIRE RATED DOOR ASSEMBLY

WHERE INDICATED AND AS REQUIRED TO FACILITATE CONSTRUCTION AND PROJECT

PHASING.

CONTRACTOR TO PROVIDE AND OPERATE NEGATIVE PRESSURE MACHINES WITHIN THE

WORK AREA OF EACH PHASE AS REQ'D TO MAINTAIN THE CONSTRUCTION AREAS NEGATIVE

AIR PRESSURE RELATIONSHIP TO THE EXISTING ADJACENT FACILITIES. (QUANTITIES AND

SIZES OF NEG AIR MACHINES AS REQ'D). ALL NEGATIVE AIR MACHINES TO BE PROPERLY

VENTED TO THE EXTERIOR.

TEMPORARY CONSTRUCTION SEPARATION WITH SELF CLOSING DOOR. CONTRACTOR IS

RESPONSIBLE FOR REPAIRING ALL DAMAGES CAUSED BY INSTALLATION OF TEMPORARY

CONSTRUCTION BARRIERS.

CONTRACTOR TO PROVIDE AND INSTALL STEP AND PEEL OFF STICKY MATS (MIN 24"X30")

AT EVERY CONSTRUCTION ACCESS DOOR AND SHALL MAINTAIN AND REPLACE AS REQ'D.

CONTRACTOR TO INSTALL A MANOMETER AT EACH CONSTRUCTION ENTRANCE TO ALLOW

PROPER MONITORING OF AIR PRESSURE RELATIONSHIP BETWEEN THE CONSTRUCTION

AREA AND THE VA FACILITY

Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of Project

1. Provide active means to prevent airborne dust from dispersing into atmosphere, which may include the use of a control cube.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with masking tape.

4. Block off and seal air vents.

7. Doors and windows within the work zone to remain closed at all times except during ingress/ergress.

8. Place adhesive mat at entrance and exit of work area as necessary.

9. Cover transport receptacles or carts.

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Remove isolation of HVAC system in areas where work is being performed.

C la ss

1. Isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with

HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety

Section and Infection Control Department, and thoroughly cleaned by the owner's Environment

Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C la ss

1. Isolate HVAC system in area where work is being done to prevent contamination of duct system.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety

Section and Infection Control Department, and thoroughly cleaned by the owner's Environment

Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety

Department and Infection Control Department, and thoroughly cleaned by the owner’s Environmental

Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

12. Wet mop and/or vacuum with HEPA filtered vacuum at end of day or end of work shift. Area to be free of dust and/or debris.

11. Use designated removal route/elevators for removal of debris.

10. Contain construction waste before transport in tightly covered containers.

6. Remove or isolate HVAC system in areas where work is being performed.

5. Place adhesive dust mat at entrance and exit of work area.

8. Designate entry and exit traffic pattern, unauthorized personnel are not permitted to enter work zone, traffic control signs placed.

9. The contractor shall maintain the construction zone in a clean manner

· The area will be HEPA-vacuumed or damped mopped daily or more often as necessary to minimize duct, as determined by the VA COR.

· Daily cleanup of debris, material and waste shall be completed.

· Adhesive mats monitored & changed on a regular basis so that they remain effective.

· Any dust or construction debris tracked outside of the work area shall be promptly cleaned.

10. Terminal cleaning will be performed following

VA protocol.

11. The terminal cleaning will be inspected by the

Owner prior to the authorization for the barrier removal.

12. Air samples may be performed following

IC/Safety protocol as deemed necessary by the COR.

HEPA vacuum for vacuuming prior to exit) before construction begins will stay in place until IC or PM authorizes removal.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units. Both will be maintained until project terminal cleaning is completed and IC authorizes removal. Air pressure to be monitored & documented at least daily. Adhesive mats placed at all entrances & exists of work area.

4. Contain construction waste before transport in tightly covered containers.

5. Remove isolation of HVAC system in areas where work is being performed.

4. Wet mop area with disinfectant.

6. Barriers will be removed carefully to minimize spreading of construction dust & debris.

8. Seal all holes, pipes and conduits penetrations in work area.

9. Construct anteroom for staging of equipment & donning of coveralls.

10. Workers will were coveralls in work area. Upon completion of major dust generation activities, coverall requirement is removed

11. Coveralls are removed in work zone before entering anteroom.

12. Any residual dust left on workers shall be removed by vacuum.

13. All renovation, construction, maintenance & tool carts leaving area must be covered & the wheels wiped down with a disinfectant solution.

14. Environmental Management Services (EMS) or a contract cleaner will vacuum or damp mop the area outside the work zone and adjacent areas.

UL U465 (1 HOUR RATED) FIRECODE 'C' OR 'X' GYPSUM BD PANELS

APPLIED VERTICALLY OR HORIZONTALLY. HORIZONTAL JOINTS NEED NOT

BE STAGGERED. FACE LAYER JOINTS TO BE FINISHED. FIRE CAULK ALL

PENETRATIONS.TAPE & SPACKLE OCCUPIED SIDE, LEVEL 4 FINISH.

FRAMING TO DECK

CONTINUOUS BOTTOM

RUNNER TRACK

SEALANT - BOTH SIDES3 5/8" x 25 GAUGE

MTL STUDS

5/8" FIRECODE 'C'

OR 'X' GYPSUM

WALL BD. (1) LAYER

EACH SIDE

LINE OF RATED FLOOR

STRUCTURE ABOVE

CONTINUOUS TO TOP RUNNER

TRACK. CEILING DECK IS CONCRETE

IN HONEY COMB ASSEMBLY, I.E. IT IS

NOT CONTINUOUS ON ONE PLANE,

THE DECK BOTTOM JOGS UP AND

DOWN. PARTITION MUST FOLLOW

THE CONTOUR OF THE CEILING AND

BE CONTINUOUS FROM FLOOR TO

CEILING DECK.

U.L. LISTED FIRE CAULK

COMPLETE, BOTH SIDES

3" MINERAL WOOL SOUND

ATTENUATION BATT. INSULATION

GENERAL CONSTRUCTION ACTIVITY

NOTES:

PATIENT RISK GROUP FOR "TYPE D" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP Class IV

Class III / IV

Class IV Class IV

PATIENT RISK GROUP FOR "TYPE C" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

CLASS II

CLASS III

Class III / IV Class III / IV

PATIENT RISK GROUP FOR "TYPE B" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

CLASS II

Class III / IV

VA BROOKLYN Phasing Summary

(Approximate 6 month duration)

1. Contractor to submit all required pre-construction documentation and proposed contract schedule for review and approval.

2. Contractor to submit Critical Path Submittals within 45 days of award.

3. Contractor to document existing conditions prior to the start of any work (including utility mark-up).

4. Contractor to undertake and complete construction and prepare work area for new CT equipment manufacturer's installation of new equipment.

5. Contractor to allow manufacturer to install their equipment within the work area and install the equipment that is provided for them from the equipment manufacturer and/or VA as per the equipment schedules and GE drawings attached.

6. Contractor to complete construction after installation of manufacturer's equipment as required.

CONTRACTOR TO REPAIR ALL FINISHES

DAMAGED BY TEMP BARRIER

INSTALLATION/REMOVAL

NOTE:

CONTRACTOR TO PROVIDE AND BE RESPONSIBLE FOR TWO CRANE MOBILIZATIONS. (1) MOBILIZATION FOR THE REMOVAL OF THE EXISTING CT EQUIPMENT AT THE BEGINNING OF THE PROJECT. ONE MOBILIZATION FOR THE DELIVERY AND INSTALLATION OF THE NEW CT EQUIPMENT. CONTRACTOR SHALL COORDINATE AS REQUIRED FOR THE REMOVAL & INSTALLATION WITH THE CT EQUIPMENT MANUFACTURER.

THE EXIST WALL BETWEEN THE TWO CT ROOMS WILL NEED TO BE REMOVED PRIOR TO THE CT. EQUIPMENT REMOVAL AND THE NEW CT'S ARE INSTALLED. A NEW SOFFIT WILL BE PROVIDED AT THE NEW WALL LOCATION TO FACILITATE THE CEILING CONSTRUCTION PRIOR TO THE NEW

EQUIPMENT INSTALLATION.

SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL DECONSTRUCTION/RECONSTRUCTION FOR CRANE MOBILIZATIONS.

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AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text A

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AutoCAD SHX Text Drawn By:

AutoCAD SHX Text FE Project No.

AutoCAD SHX Text 20-176

AutoCAD SHX Text

SRB

AutoCAD SHX Text

DSS

AutoCAD SHX Text RAYMOND P. VanVOORHIS, RA

AutoCAD SHX Text

NY REGISTERED ARCHITECT

AutoCAD SHX Text

NO. 11032

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

AutoCAD SHX Text D

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DUCT

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DUCT

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CLO.

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DUCT

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UPPER PART

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MAIN LOBBY

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FOLDING PARTITION

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EFHC

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ARCHITECTURAL:

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PHASING PLAN, SUMMARY,

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AND NOTES

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1-PH-100

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1. ALL AREAS OF CONSTRUCTION SHALL ALL AREAS OF CONSTRUCTION SHALL BE SECURED BY USE OF TEMPORARY CONSTRUCTION FENCING DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. 2. ALL CONSTRUCTION AREAS SHALL BE ALL CONSTRUCTION AREAS SHALL BE SECURELY LOCKED WHEN CONTRACTOR IS NOT PRESENT WORKING IN AREA. 3. MAINTAIN EMERGENCY EGRESS PATHS MAINTAIN EMERGENCY EGRESS PATHS AT ALL TIMES DURING CONSTRUCTION. 4. PROTECTION OF EXISTING GROUNDS, PROTECTION OF EXISTING GROUNDS, SIDEWALKS AND CURBS IS THE RESPONSIBILITY OF THE CONTRACTOR AND DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AFTER DISTURBANCE HAS DECEASED.

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1. HARD WALL BARRIERS SHALL BE CONSTRUCTED HARD WALL BARRIERS SHALL BE CONSTRUCTED WITHIN THE MAIN CORRIDORS AS PART OF THIS CONTRACT WORK. REFER TO "PARTITION BARRIER DETAIL" ON 1-PH-100. 2. CONTRACTOR SHALL PROVIDE REQUIRED CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL PRECAUTIONS AS SHOWN IN CHART FOR ALL WORK PERFORMED UNDER THIS PROJECT.

AutoCAD SHX Text MAJOR DEMOLITION AND CONSTRUCTION PROJECTS ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS REQUIRES HEAVY DEMOLITION OR REMOVAL OF COMPLETE CABLING SYSTEMS NEW CONSTRUCTION

AutoCAD SHX Text WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. SANDING OF WALLS FOR PAINTING OR WALL COVERING REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK NEW WALL CONSTRUCTION MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS MAJOR CABLING ACTIVITIES ANY ACTIVITIES THAT CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

SMALL SCALE, SHORT DURATION ACTIVITIES THAT CREATE MINIMAL DUST. INSTALLATION OF TELEPHONE AND COMPUTER CABLING. ACCESS TO CHASE SPACES CUTTING OF WALLS OR CEILINGS WHERE DUST MIGRATION CAN BE CONTROLLED.

3 10

12 12

DEMOLITION PLAN LEGEND

EXISTING PARTITION

TO BE DEMOLISHED

EXISTING DOOR TO

BE DEMOLISHED

EXISTING PARTITION

TO REMAIN

EXISTING DOOR

TO REMAIN

TEMPORARY BARRIER, SEE GENERAL

DEMOLITION NOTE #4

1. DRAWING SHOWS GENERAL EXTENT OF DEMOLITION AND

REMOVALS. THE CONTRACTOR SHALL MAKE ALL REMOVAL

AS REQUIRED TO PROPERLY INSTALL ALL NEW WORK. SEE

PHASING/ICRA.

2.DEMOLITION AND REMOVALS SHALL BE PERFORMED SO

THAT EXISTING FINISHES, EQUIPMENT, AND SYSTEMS THAT

ARE TO RE`MAIN ARE NOT DAMAGED. PROVIDE

PROTECTION AS NEEDED TO ENSURE THAT THESE ITEMS

ARE NOT DAMAGED.

3.SEE MEP DRAWINGS FOR THOSE REMOVALS. ALL

ABANDONED WIRING, PIPING AND EQUIPMENT SHALL BE

REMOVED EXCEPT THOSE IN EXISTING WALL AND SLABS

THAT ARE TO REMAIN. PROPERLY CAP AND/OR TERMINATE

ABANDONED PIPING AND WIRING THAT REMAINS.

4.ERECT NEW TEMPORARY CONSTRUCTION BARRIER UP TO

DECK ABOVE AS REQUIRED BY NFPA 241, SECTION 8.6.2.1

WITH A MINIMUM OF 1-HOUR RATING AND SMOKE TIGHT.

COMPLY WITH THE JOINT COMMISSIONS STANDARDS AND

AS REQUIRED TO PROTECT ADJACENT SPACES FROM

DUST MIGRATION. PROVIDE AND INSTALL RATED (45MIN)

AND SEALED ACCESS DOORS AS REQUIRED FOR STAGING

AND PHASING, COMPLETE WITH ALL REQUIRED HARDWARE

AND CLOSURES. ALL EXISTING PENETRATIONS TO BE

SEALED AND TEMPORARY FIRE/SMOKE DAMPERS

INSTALLED AT ALL DUCT PENETRATIONS AT LINE OF NEW

TEMPORARY WALL. CUT AND PATCH AS REQUIRED ALL

EXISTING FINISHES TO INSTALL NEW TEMPORARY

CONSTRUCTION BARRIER WALLS. CONTRACTOR TO PATCH

AND REPAIR ALL EXISTING

SURFACES/FINISHES/CONSTRUCTION AS REQUIRED WHEN

TEMPORARY WALLS ARE REMOVED AT COMPLETION OF

PROJECT. COORDINATE WITH PHASING/ICRA DRAWINGS.

5.GENERAL CONTRACTOR IS TO NOTIFY THE ARCHITECT/VA

IMMEDIATELY FOLLOWING FINDING PIPING, CHASES,

DUCTWORK, ETC. WITHIN THE WALLS TO BE DEMOLISHED

THAT WILL CAUSE CHANGE IN DESIGN.

6. ALL CONSTRUCTION DEBRIS TO BE REMOVED DURING

W.H.E.N. ALL DEBRIS SHALL BE

REMOVED IN A COVERED BUGGY. COORDINATE WITH C.O.R.

AND REFER TO PHASING/ICRA DRAWING FOR ADDITIONAL

INFORMATION.

7.USE OF A JACK HAMMER IS NOT PERMITTED.

8.COORDINATE WITH VA C.O.R. FOR AFTER HOURS WORK

FOR ALL NOISY (HIGH DECIBEL) WORK.

9.COORDINATE WITH VA C.O.R. FOR AFTER HOURS WORK TO

REMOVE EXISTING MATERIALS; USE OF A JACK HAMMER IS

NOT PERMITTED.

11. ALL WALL MOUNTED POSTERS, POSTER BOARDS,

ARTWORK, PHOTOGRAPHS AND SIGNAGE TO BE

CAREFULLY REMOVED AND RETURNED TO THE VA C.O.R.

FOR RE-USE.

GENERAL DEMOLITION NOTES

12. ALL REMOVALS TO BE COORDINATED WITH MEP &

STRUCTURAL DRAWINGS AS REQ'D.

10. REMOVE ALL EXISTING CEILINGS/SOFFITS/FASCIA IN

AREA OF WORK.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

ARCHITECTURAL: DEMOLITION FLOOR PLAN1

NORTHKEY PLAN - BUILDING 1 - 2ND FLOOR - EAST

DEMOLITION KEYNOTES

Number Note

1 TEMPORARY CONSTRUCTION BARRIERS, SEE GENERAL

DEMOLITION NOTE #4.

REMOVE EXISTING INTERIOR PARTITION COMPLETE. CUT, PATCH

AND REPAIR ADJACENT FINISHES TO REMAIN AS REQUIRED FOR

SURFACES TO BE FLUSH & MATCH EXISTING.

REMOVE ANY EXISTING FLOORING AND CLEAN AND PREP FOR

NEW FLOORING.

CUT, PATCH AND REPAIR ADJACENT FINISHES TO REMAIN AS

REQUIRED.

REMOVE EXISTING CEILING SYSTEM COMPLETELY. CUT, PATCH

AND REPAIR ADJACENT FINISHES TO REMAIN AS REQUIRED.

REMOVE EXISTING COUNTER/WALL CASEWORK COMPLETE. PATCH

AND REPAIR ADJACENT FINISHES AS REQUIRED.

REMOVE EXISTING CEILING SYSTEM AND INSTALL NEW CEILING

SYSTEM AS REQUIRED TO INSTALL NEW MEP WORK. CUT, PATCH

AND REPAIR ADJACENT FINISHES TO REMAIN AS REQUIRED.

REMOVE EXISTING GYPSUM BOARD/PLASTER CEILING SYSTEM

ABOVE ACT CEILING COMPLETE. CUT, PATCH AND REPAIR

ADJACENT FINISHES TO REMAIN AS REQUIRED.

REMOVE EXISTING WALL AS REQUIRED FOR NEW DOOR, PATCH

AND REPAIR AS REQ'D.

KEYNOTE SYMBOL #

REMOVE EXISTING DOOR & FRAME COMPLETELY, CUT & PATCH

WALLS & FLOOR AS REQ'D.

REMOVE EXISTING SOFFIT AT THIS LOCATION COMPLETELY, CUT

AND PATCH CEILING AS REQUIRED.

CUT AND PATCH EXISTING CRASH/HAND RAIL AS REQUIRED FOR

NEW DOOR CONSTRUCTION. PROVIDE AND INSTALL NEW

MATCHING END CAP AND RE-SUPPORT AS REQUIRED.

REMOVE AND REINSTALL EXISTING CASEWORK (BASE WALL

CABINETS, WALL CABINETS, COUNTERTOPS, SUPPORTS, SINKS,

ETC) AS REQUIRED AFTER INSTALLATION OF NEW LEAD GYPSUM

BOARD ON EXISTING WALLS. CUT, PATCH AND MODIFY EXISTING

CASEWORK/COUNTER AS REQUIRED TO FIT IN THE NEW SMALLER

LOCATION.

COORDINATE AS REQUIRED FOR NEW LEAD GYPSUM BOARD

INSTALLATION (REINFORCE EXISTING FRAMING AS REQUIRED,

REMOVE AND REINSTALL EXISTING GRILLES, RECEPTACLES TO

REMAIN, ETC.) CUT AND PATCH AS REQUIRED.

NOTE:

SEE STRUCTURAL DRAWINGS FOR

DECONSTRUCTION/RECONSTRUCTION OF

EXTERIOR WALL FOR CRANE MOBILIZATIONS

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BONE DENSITY

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NURSE INTERVIEW IV STATION

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EQUIPMENT AREA

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PATIENT

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PATIENT

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CLEAN LINEN

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PATIENT

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BONE DENSITY

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NURSE INTERVIEW IV STATION

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PATIENT

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PATIENT

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CLEAN LINEN

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PATIENT

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HOUSEKEEPING

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HAWKEYE GAMMA CAMERA

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SMV GAMMA CAMERA

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AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text Designed By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text FE Project No.

AutoCAD SHX Text 20-176

AutoCAD SHX Text

SRB

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DSS

AutoCAD SHX Text RAYMOND P. VanVOORHIS, RA

AutoCAD SHX Text

NY REGISTERED ARCHITECT

AutoCAD SHX Text

NO. 11032

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

AutoCAD SHX Text D

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DUCT

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DUCT

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CLO.

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DUCT

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UPPER PART

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MAIN LOBBY

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FOLDING PARTITION

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FOLDING PARTITION

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CLO

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STORAGE

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EFHC

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ARCHITECTURAL:

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DEMOLITION FLOOR PLAN

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1-ASD-100

510a

43 SF

ROOM #2

420 SF

ROOM #1

405 SF

6'-7 1/2"

7'- 5"

CONTROL

AREA

508a

55 SF

6'-7 1/2"

2'-6 1/2

CLE

CT MFR ISOCENTERCT MFR ISOCENTER

AS100

2'-1 1/2"

27'-6 1/2"23'-1 1/2"

'-9

AR3'-7 1/2" 9'-0"

9'-8" 8'-8 1/2" 10'-11" +/-

9'- 4 1

/2" 6'-

8 1 /2"

3'- 0"

NEW SHIELDED DOOR

NEW SHIELDED

SLIDING DOOR

HOUSEKEEPING

33 SF

CG-1

CG-1CG-1

CG-1 CG-1CG-1 CG-1CG-1

CG-1

4'- 8"

1'-0 1/2" 4'-8"

6" 4'-8"

4'- 0"

5'-4 1/2"

6'- 4"

1'- 8"

7'- 7"

6'- 2"

3'- 6"

2'-4" CLEAR

9-4-3 9-4

-3

9- 4-

3 CG-1

9- 0-

9-0-1

9- 0-

9-0-1

9- 0-

CUT, PATCH AND REPLACE END CAP OF

EXISTING CHAIR/CRASH RAIL AS REQUIRED

AFTER NEW DOOR INSTALLATION

NEW 7" X 5" METAL STUD, GYPSUM BOARD WRAPPED POSTNEW 7" X 5" METAL STUD, GYPSUM

BOARD WRAPPED POST

SEE ALT. NOTE #4

NEW OVERHEAD BRACED

WALL/FLOOR SUPPORTED

PATIENT LIFT

SEE ALT. NOTE #4

KNEE

SPACE

4'- 0"

7'- 2"

2'-

AS100

3'- 2 1

/2" A.

8'-6"

CT EQUIPMENT; REFER TO

CT DRAWINGS FOR DETAILS

8'- 3 1

/2"

KNEE

SPACE

4'- 0"

7'- 2"

2'-

AS100

3'- 2 1

/2" A.

6'-0"

CT EQUIPMENT; REFER TO

CT DRAWINGS FOR DETAILS

8'- 3 1

/2"

8'-2"135° ANGLE WALL

LINE OF CEILING. SEE

REFLECTED CEILING

PLAN

VINYL BASE, SEE SCHEDULE

FINISH WALL SURFACE- PAINTED

GWB. SEE FINISH PLAN.

2'-1" COUNTERTOP

1 1 /2"

9'- 2"

I.F

2'-

SOLID SURFACE COUNTER AND

4" BACKSPLASH (SS-1)

RAKKS COUNTER SUPPORT

BRACKET; EH-1824

PROVIDE FIRE RATED,

CONCEALED, WOOD BLOCKING

SOLID BLOCKING

NOTE:

MAINTAIN MINIMUM OF 27" CLEAR

BENEATH COUNTER

3" GROMMET WITH POWER AND

DATA PORTS INSIDE CABINETRY

EVERY 36" O.C.

4'- 0"

SEE PLAN FOR PARTITION TYPE

COUNTER IN CONTROL ROOM

510A TO BE 20" DEEP

NEW WALL AND DOOR

EXISTING WALL AND

DOOR TO REMAIN

9-4-2b

NEW WINDOW/

STOREFRONT TAG

SEE SHEET A600

NEW DOOR TAG

NEW PARTITION TAG

FIRE/SMOKE RATING (SEE

3-AS-600 FOR PARTITION

LEGEND)

NOMINAL SIZE

SPECIFICATION CATEGORY

SEQUENCE NUMBER

DOOR NUMBER

DOOR SIZE (SEE 3-AS-600

FOR DOOR SIZE LEGEND)

# 3-AS-000 NEW INTERIOR

ELEVATION TAG

VIEW

NUMBER

SHEET

NUMBER

FLOOR PLAN LEGEND

DIMS

DIMENSIONS ARE TYPICALLY

TO FACE OF GYP BD.

FEC

FIRE EXTINGUISHER

SRFE

SEMI RECESSED MOUNTED

FIRE EXTINGUISHER

CORNER GUARDS, SEE

A600 FOR TYPE

CG-1

AREA OF ALTERATION

ALTERATION NOTES:

1. NEW PRIVACY CURTAIN BY VA. TRACK PROVIDED & INSTALLED BY

CONTRACTOR.

2. CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED STRUCTURAL

STEEL, BOLTS, SECONDARY SUPPORTS, FASTENERS, UNISTRUT,

STABILIZERS, ETC... AS REQ'D TO PROPERLY SUPPORT, SECURE &

STABILIZE NEW LEAD SHIELDING AT WALLS AND CEILING/STRUCTURE

ABOVE.

3. FLOOR TO RECIEVE NEW CEMENTITIOUS LEVELING COMPOUND AS

REQ'D TO MATCH CT EQUIPMENT REQUIREMENTS.

4. AT NEW PATIENT LIFT WALL BRACED SUPPORTS CUT & PATCH EXIST

WALL TO CONCEAL NEW WALL BRACE AND PROVIDE NEW ADDITIONAL

FRAMING UP TO DECK (SEE STRUCTURAL DETAIL) CUT & PATCH WALL

CONSTRUCTION AS REQ'D.

5. ENTIRE FLOOR OF CT ROOMS (508 & 510) TO RECEIVE A NEW LAYER OF

32" THK LEAD SHIELDING BELOW NEW CONCRETE FLOOR TOPPING.

(SEE STRUCTURAL DRAWINGS)

6. CONTRACTOR TO PROVIDE NEW 2HR RATED SPRAY FIRE PROOFING

OVER ALL NEW STEEL STRUCTURE AT ANY LOCATIONS WHERE

EXISTING STEEL HAS BEEN EXPOSED. COORDINATE AS REQ'D W/ NEW

LEAD SHIELDING.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

Facilities

Management1

NUCLEAR MEDICINE

SPECT-CT SITE PREP

Services

4-27-21

FE PROJECT #

630A4-20-424

Revisions: Date

20-176

NEW YORK HARBOR

HEALTH CARE SYSTEM

BROOKLYN, NY

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

ENGINEERING LLPLiscum

181 CHURCH STREET

POUGHKEEPSIE, NEW YORK 12601

PHONE 845-452-2268 FAX 845-452-3752

ARCHITECTURE

PLANNING INTERIORS

McCormack VanVoorhis LLP

100% CONSTRUCTION DOCUMENTS

NORTHKEY PLAN - BUILDING 1 - 2ND FLOOR - EAST

ARCHITECTURAL: FLOOR PLAN1

ARCHITECTURAL: MILLWORK DETAIL2

ARCHITECTURAL: MILLWORK DETAIL3

ARCHITECTURAL: MILLWORK DETAIL4

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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AutoCAD SHX Text FE Project No.

AutoCAD SHX Text 20-176

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SRB

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DSS

AutoCAD SHX Text RAYMOND P. VanVOORHIS, RA

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NY REGISTERED ARCHITECT

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NO. 11032

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DUCT

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File details come from the government source that posted it. Updated Apr 29, 2021.