S02 DRAWINGS.pdf

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DESIGN ONCOLOGY LINAC SITE PREP

VA NY Harbor Healthcare System, Brooklyn Campus

MC TB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

/2

:3

9:

P M

ISSUE FOR BID

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

23 MAR 2021Revisions: Date:

630A4-CSI-426

800 POLY PLACE, BROOKLYN, NY 11209-7104

DESIGN ONCOLOGY LINAC SITE PREP

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397 Russell DiNardo, AIA NY 031521-1

VA NY HARBOR HEALTHCARE SYSTEM

BROOKLYN CAMPUSENGINEERING LLP

www.fellp.com

22 MULBERRY ST, SUITE 2A

MIDDLETOWN, NY 10940

T:845.343.1481 F:855.320.8735

21-03-BK

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SECTION SHEET NUMBER

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BUILDING ELEVATION SHEET NUMBER

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DETAIL SHEET NUMBER

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PARTITION TYPE

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WINDOW TYPE

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REVISIONS

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ROOM NAME ROOM NUMBER

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KEYED NOTE

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DATUM LINE

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DOOR NUMBER

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TITLE

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INTERIOR ELEVATION SHEET NUMBER

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TITLE SHEET

AutoCAD SHX Text GENERAL: 0-G001 - TITLE SHEET - TITLE SHEET TITLE SHEET 0-G002 - ABBREVIATIONS, CODE NOTES AND FIRE SAFETY/EGRESS - ABBREVIATIONS, CODE NOTES AND FIRE SAFETY/EGRESS ABBREVIATIONS, CODE NOTES AND FIRE SAFETY/EGRESS ABATEMENT: HA100 - GROUND FLOOR ASBESTOS ABATEMENT PLAN - GROUND FLOOR ASBESTOS ABATEMENT PLAN GROUND FLOOR ASBESTOS ABATEMENT PLAN HA101 - ASBESTOS DIAGRAMS AND NOTES - ASBESTOS DIAGRAMS AND NOTES ASBESTOS DIAGRAMS AND NOTES STRUCTURAL: S-100 - STRUCTURAL EXISTING CONDITIONS PLAN & NEW EQUIPMENT DIAGRAMS - STRUCTURAL EXISTING CONDITIONS PLAN & NEW EQUIPMENT DIAGRAMS STRUCTURAL EXISTING CONDITIONS PLAN & NEW EQUIPMENT DIAGRAMS S-101 - STRUCTURAL PARTIAL PLANS AT VAULT - STRUCTURAL PARTIAL PLANS AT VAULT STRUCTURAL PARTIAL PLANS AT VAULT S-201 - STRUCTURAL SECTIONS - STRUCTURAL SECTIONS STRUCTURAL SECTIONS S-400 - STRUCTURAL SPECIAL INSPECTIONS - STRUCTURAL SPECIAL INSPECTIONS STRUCTURAL SPECIAL INSPECTIONS ARCHITECTURAL: 1-AD101 - GROUND FLOOR DEMOLITION PLAN - GROUND FLOOR DEMOLITION PLAN GROUND FLOOR DEMOLITION PLAN 1-AS101 - GROUND FLOOR PLAN AND PARTITION TYPES - GROUND FLOOR PLAN AND PARTITION TYPES GROUND FLOOR PLAN AND PARTITION TYPES 1-AS102 - GROUND FLOOR REFLECTED CEILING PLAN AND DETAILS - GROUND FLOOR REFLECTED CEILING PLAN AND DETAILS GROUND FLOOR REFLECTED CEILING PLAN AND DETAILS 1-AS300 - DOOR SCHEDULE, FINISH SCHEDULE AND ROOM SECTION - DOOR SCHEDULE, FINISH SCHEDULE AND ROOM SECTION DOOR SCHEDULE, FINISH SCHEDULE AND ROOM SECTION 1-AS301 - MILLWORK DETAILS AND SIGNAGE - MILLWORK DETAILS AND SIGNAGE MILLWORK DETAILS AND SIGNAGE 1-AS600 - EQUIPMENT SCHEDULE AND RIGGING PLAN - EQUIPMENT SCHEDULE AND RIGGING PLAN EQUIPMENT SCHEDULE AND RIGGING PLAN MECHANICAL: MH-001 - MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES - MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES MD-101 - MECHANICAL REFLECTED CEILING & ROOF DEMOLITION PLANS - MECHANICAL REFLECTED CEILING & ROOF DEMOLITION PLANS MECHANICAL REFLECTED CEILING & ROOF DEMOLITION PLANS MH-101 - MECHANICAL REFLECTED CEILING & ROOF PLAN - MECHANICAL REFLECTED CEILING & ROOF PLAN MECHANICAL REFLECTED CEILING & ROOF PLAN MH-701 - MECHANICAL DETAILS - MECHANICAL DETAILS MECHANICAL DETAILS MH-702 - MECHANICAL DETAILS - MECHANICAL DETAILS MECHANICAL DETAILS MH-801 - MECHANICAL SCHEDULES - MECHANICAL SCHEDULES MECHANICAL SCHEDULES PLUMBING: PL-001 - PLUMBING SYMBOLS, ABBREVIATIONS & NOTES - PLUMBING SYMBOLS, ABBREVIATIONS & NOTES PLUMBING SYMBOLS, ABBREVIATIONS & NOTES PL-101 - PLUMBING SANITARY, MEDICAL GAS, & DOMESTIC WATER FLOOR PLANS - PLUMBING SANITARY, MEDICAL GAS, & DOMESTIC WATER FLOOR PLANS PLUMBING SANITARY, MEDICAL GAS, & DOMESTIC WATER FLOOR PLANS FIRE PROTECTION: FX-100 - FIRE PROTECTION SPRINKLER REFLECTED CEILING PLANS AND NOTES - FIRE PROTECTION SPRINKLER REFLECTED CEILING PLANS AND NOTES FIRE PROTECTION SPRINKLER REFLECTED CEILING PLANS AND NOTES ELECTRICAL: ES-001 - ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES - ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES ED-101 - ELECTRICAL POWER DEMOLITION FLOOR & ROOF PLANS - ELECTRICAL POWER DEMOLITION FLOOR & ROOF PLANS ELECTRICAL POWER DEMOLITION FLOOR & ROOF PLANS ES-100 - ELECTRICAL BASEMENT, FIRST & PARTIAL FLOOR PLANS - ELECTRICAL BASEMENT, FIRST & PARTIAL FLOOR PLANS ELECTRICAL BASEMENT, FIRST & PARTIAL FLOOR PLANS ES-101 - ELECTRICAL POWER FLOOR & ROOF PLANS - ELECTRICAL POWER FLOOR & ROOF PLANS ELECTRICAL POWER FLOOR & ROOF PLANS ES-201 - ELECTRICAL LIGHTING PLANS - ELECTRICAL LIGHTING PLANS ELECTRICAL LIGHTING PLANS ES-600 - ELECTRICAL ONE-LINE RISER DIAGRAMS - ELECTRICAL ONE-LINE RISER DIAGRAMS ELECTRICAL ONE-LINE RISER DIAGRAMS ES-701 - ELECTRICAL DETAILS- ELECTRICAL DETAILSELECTRICAL DETAILS

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DEPARTMENT OF VETERANS AFFAIRS

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800 POLY PLACE, BROOKLYN, NY

AutoCAD SHX Text PROJECT No. 630A4-CSI-426

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SITE MAP

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SYMBOLS

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KEY MAP: BUILDING 1

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SCALE: 1/32" = 1'-0"

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PROPOSED AREA OF WORK

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IMAGE: GOOGLE EARTH

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POLY PLACE

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7TH AVENUE

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14TH AVENUE

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VA NY HARBOR HEALTHCARE

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BROOKLYN CAMPUS

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800 POLY PLACE, BROOKLYN, NY

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RADIATION ONCOLOGY SUITE

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NORTH

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BUILDING 1 : PARTIAL FIRST FLOOR

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NORTH

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DRAWING LIST

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RADIATION ONCOLOGY SUITE

SAFETY/EGRESS - FIRST FL PART PLAN

MC TB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

/2

:3

9:

P M

ISSUE FOR BID

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

23 MAR 2021Revisions: Date:

630A4-CSI-426

800 POLY PLACE, BROOKLYN, NY 11209-7104

DESIGN ONCOLOGY LINAC SITE PREP

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397 Russell DiNardo, AIA NY 031521-1

VA NY HARBOR HEALTHCARE SYSTEM

BROOKLYN CAMPUSENGINEERING LLP

www.fellp.com

22 MULBERRY ST, SUITE 2A

MIDDLETOWN, NY 10940

T:845.343.1481 F:855.320.8735

21-03-BK

KEY MAP - BLDG 1, GROUND FLOOR

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PATH 1 TRAVEL DISTANCE FROM LINAC ROOM TO EXIT: 158'-6"

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PATH 2 TRAVEL DISTANCE FROM LINAC ROOM TO EXIT: 199"-0"

AutoCAD SHX Text NOTE: NO CHANGE TO THE EXISTING RADIOLOGY ONCOLOGY SUITE ESTABLISHED TRAVEL DISTANCES - MEASUREMENTS SHOWN FOR REFERENCE ONLY.

AutoCAD SHX Text A LABEL CLASS A DOOR CLASS A DOOR A/C AIR CONDITION AIR CONDITION A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER ABV ABOVE ABOVE ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AD AREA DRAIN AREA DRAIN ADH ADHESIVE ADHESIVE ADJ ADJACENT ADJACENT ADMIN ADMINISTRATION ADMINISTRATION AFC ABOVE FINISHED COUNTER ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECT ARCHITECT ASB ASBESTOS ASBESTOS ASPH ASPHALT ASPHALT ASSN ASSOCIATION ASSOCIATION AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY BAT BATTEN BATTEN BD BOARD BOARD BEV BEVEL BEVEL BKG BACKING BACKING BLDG BUILDING BUILDING BOT BOTTOM BOTTOM BTWN BETWEEN BETWEEN C TO C CENTER TO CENTER CENTER TO CENTER CAB CABINET CABINET CONC CONCRETE CONCRETE CIR CIRCLE CIRCLE CL CENTER LINE CENTER LINE CLDG CLADDING CLADDING CLG CEILING CEILING CLG HT CEILING HEIGHT CEILING HEIGHT CLR CLEAR CLEAR CM CENTIMETER CENTIMETER CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNTR COUNTER COUNTER COL COLUMN COLUMN CONC FLR CONCRETE FLOOR CONCRETE FLOOR CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE COORD COORDINATE COORDINATE CPT CARPET CARPET CSWK CASEWORK CASEWORK CT CERAMIC TILE CERAMIC TILE CTRL CONTROL CONTROL DAT DATUM DATUM DC DIRECT CURRENT DIRECT CURRENT DEG DEGREE DEGREE DEL DELETE DELETE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DTL DETAIL DETAIL DIFF DIFFERENCE DIFFERENCE DIM DIMENSION DIMENSION DIR DIRECTION DIRECTION DR DOOR, OR DRAIN DOOR, OR DRAIN DR OPNG DOOR OPENING DOOR OPENING E.J. EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRIC ELECTRIC ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY ENGR ENGINEER ENGINEER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ESP ESPECIALLY ESPECIALLY EXIST EXISTING EXISTING FA FIRE ALARM FIRE ALARM FAS FASCIA FASCIA FD FLOOR DRAIN FLOOR DRAIN FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FIN FLR FINISH FLOOR FINISH FLOOR FIXT FIXTURE FIXTURE FLR FLOOR FLOOR FP FIRE PROTECTION OR FIREPROOF FIRE PROTECTION OR FIREPROOF FRT FIRE RETARDANT TREATED FIRE RETARDANT TREATED FRZ FREEZER FREEZER FT FEET OR FOOT FEET OR FOOT FURN FURNISH OR FURNITURE FURNISH OR FURNITURE GA GAGE OR GYPSUM ASSOCIATION GAGE OR GYPSUM ASSOCIATION GAL GALLON GALLON GALV GALVANIC OR GALVANIZED GALVANIC OR GALVANIZED GB GRAB BAR GRAB BAR GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERAL OR GENERATOR GENERAL OR GENERATOR GL GLASS GLASS GLU LAM GLUED LAMINATED WOOD GLUED LAMINATED WOOD GT GROUT GROUT GYP GYPSUM GYPSUM GYP BD GYPSUM BOARD GYPSUM BOARD HB HOSE BIBB HOSE BIBB HC HOLLOW CORE HOLLOW CORE HDWD HARDWOOD HARDWOOD HM HOLLOW METAL HOLLOW METAL HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, HEATING, VENTILATING, AND AIR CONDITIONING ID IDENTIFICATION IDENTIFICATION ILLUM ILLUMINATION ILLUMINATION INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR INTERIOR JAN JANITOR JANITOR J-BOX JUNCTION BOX JUNCTION BOX LAB LABORATORY LABORATORY LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LDR LEADER LEADER LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE LT LIGHT LIGHT LVD LOUVERED LOUVERED LVR LOUVER LOUVER LYR LAYER LAYER

AutoCAD SHX Text M METER METER MAINT MAINTENANCE MAINTENANCE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MEMO MEMORANDUM MEMORANDUM MEZZ MEZZANINE MEZZANINE MID MIDDLE MIDDLE MIRR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS MLDG MOLDING (MOULDING) MOLDING (MOULDING) MLWK MILLWORK MILLWORK MO MASONRY OPENING MASONRY OPENING MTL METAL METAL MULL MULLION MULLION NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NUM NUMERAL NUMERAL OC ON CENTER ON CENTER OCC OCCUPY OCCUPY OFF OFFICE OFFICE OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OSHA OCCUPATIONAL SAFETY AND OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION OZ OUNCE OUNCE PART PARTIAL PARTIAL PAT PATTERN PATTERN PEN PENETRATE PENETRATE PERF PERFORATED PERFORATED PERP PERPENDICULAR PERPENDICULAR PLAS PLASTER OR PLASTIC PLASTER OR PLASTIC PLBG PLUMBING PLUMBING PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PRCST PRECAST PRECAST PREFAB PREFABRICATE PREFABRICATE PRELIM PRELIMINARY PRELIMINARY PREP PREPARATION PREPARATION PREV PREVIOUS PREVIOUS PROP PROPERTY PROPERTY PTD PAINTED PAINTED PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL QT QUARRY TILE QUARRY TILE QTB QUARRY TILE BASE QUARRY TILE BASE QTR QUARTER QUARTER QTY QUANTITY QUANTITY R RADIUS OR RISER RADIUS OR RISER RAD RADIATOR RADIATOR RB RESILIENT BASE OR RUBBER RESILIENT BASE OR RUBBER BASE RBR RUBBER RUBBER RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RCVR RECEIVER RECEIVER RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN REC RECESSED RECESSED RECT RECTANGLE RECTANGLE REF REFERENCE OR REFRIGERATOR REFERENCE OR REFRIGERATOR REINF REINFORCE REINFORCE REQ REQUIRE REQUIRE REQD REQUIRED REQUIRED RESIL RESILIENT RESILIENT RET RETURN RETURN REV REVISION REVISION RM ROOM ROOM RND ROUND ROUND RO ROUGH OPENING ROUGH OPENING SALV SALVAGE SALVAGE SBSTR SUBSTRATE SUBSTRATE SCHED SCHEDULE SCHEDULE SCHEM SCHEMATIC SCHEMATIC SECT SECTION SECTION SEP SEPARATE SEPARATE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SLNT SEALANT SEALANT SMK SMOKE SMOKE SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPLY SUPPLY SUPPLY SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STOR STORAGE STORAGE STR STRINGERS STRINGERS STRUCT STRUCTURAL STRUCTURAL SURF SURFACE SURFACE SUSP SUSPEND SUSPEND SYS SYSTEM SYSTEM T&G TONGUE AND GROOVE TONGUE AND GROOVE TECH TECHNICAL TECHNICAL TEL TELEPHONE TELEPHONE TEMP TEMPERATURE OR TEMPORARY TEMPERATURE OR TEMPORARY THK THICKNESS THICKNESS THRU THROUGH THROUGH TMPD TEMPERED TEMPERED TO TOP OF ___ TOP OF ___ TRANS TRANSOM TRANSOM TRTD TREATED TREATED TYP TYPICAL TYPICAL U HEAT TRANSFER COEFFICIENT HEAT TRANSFER COEFFICIENT UPS UNINTERRUPTIBLE POWER UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY UV ULTRAVIOLET ULTRAVIOLET VAC VACUUM VACUUM VAR VARIES VARIES VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WSCT WAINSCOT WAINSCOT WT WEIGHT WEIGHT

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ABBREVIATIONS

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INFECTION CONTROL RISK ASSESSMENT

AutoCAD SHX Text A. 1. PRIMARY APPLICABLE CODES AND STANDARDS - EXISTING BUILDING / RECONSTRUCTION 1. PRIMARY APPLICABLE CODES AND STANDARDS - EXISTING BUILDING / RECONSTRUCTION THE DEPARTMENT OF VETERANS AFFAIRS HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURE. a. NFPA 101 LIFE SAFETY CODE, 2018 EDITION b. NFPA NATIONAL FIRE CODES (WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900) c. NATIONAL ELECTRIC CODE (NEC) d. INTERNATIONAL PLUMBING CODE (IPC) e. ASME BOILER AND PRESSURE VESSEL CODE f. ASME CODE FOR PRESSURE PIPING g. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13) h. ENERGY POLICY ACT (EPAct) i. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) j. VA MENTAL HEALTH DESIGN GUIDE k. INTERNATIONAL BUILDING CODE (IBC) - ONLY WHEN SPECIFICALLY REFERENCE IN VA DESIGN DOCUMENTS l. OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS 2. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222). THE MINIMUM FIRE RATING FOR ALL LOAD-BEARING STRUCTURAL ELEMENTS IS 2HRS. IF DURING CONSTRUCTION, ANY DAMAGE TO EXISTING FIREPROOFING IS OBSERVED OR IF DISCOVERED THAT ANY FIRE PROTECTION IS MISSING, THE CONTRACTOR SHALL REPAIR TO MAINTAIN FULL PROTECTION. 3. RENOVATION TO THE EXISTING LINAC AND CONTROL ROOM AREA OCCUPIES APPROX 1,200 SQ FT OF THE EXISTING RADIATION ONCOLOGY SUITE ON THE FIRST FLOOR OF BUILDING 1.

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CODE NOTES

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TRAVEL DISTANCE

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ABBREVIATIONS, CODE NOTES AND FIRE SAFETY/ EGRESS

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AutoCAD SHX Text 1/16" = 1'-0"

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2 HOUR FIRE RESISTANCE RATED FIRE BARRIER

AutoCAD SHX Text NFPA 101 REVIEW B. CHAPTER 21 EXISTING AMBULATORY HEALTH CARE OCCUPANCIES CHAPTER 21 EXISTING AMBULATORY HEALTH CARE OCCUPANCIES 1. (21.1.1.1.1) THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO EXISTING BUILDINGS OR PORTIONS THEREOF CURRENTLY OCCUPIED AS AN AMBULATORY HEALTH CARE OCCUPANCIES. 2. (21.1.1.4.4) CONSTRUCTION - SEE 4.6.10: BUILDINGS, OR PORTIONS OF BUILDINGS, SHALL BE PERMITTED TO BE OCCUPIED DURING CONSTRUCTION ONLY WHERE REQUIRED MEANS OF EGRESS AND REQUIRED FIRE PROTECTION FEATURES ARE IN PLACE AND CONTINUOUSLY MAINTAINED FOR THE PORTION OCCUPIED OR WHERE ALTERNATIVE LIFE SAFETY MEASURES ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION ARE IN PLACE. 3. (21.1.7) THE OCCUPANT LOAD SHALL BE DETERMINED ON THE BASIS OF OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2. - NOTE NO CHANGE TO EXISTING OCCUPANCY IN THE RENOVATION OF THE LINAC ROOM.

AutoCAD SHX Text C. MEANS OF EGRESS 1. (21.2.1) ALL MEANS OF EGRESS SHALL COMPLY WITH CHAPTER 7, UNLESS OTHERWISE MODIFIED BY 21.2.2 THROUGH 21.2.11. 2. (21.2.3.2) CLEAR WIDTH FOR ANY CORRIDOR OR PASSAGEWAY REQUIRED FOR EXIT ACCESS SHALL NOT BE LESS THAN 44 INCHES. 3. (21.2.3.4) DOOR IN THE MEANS OF EGRESS FROM DIAGNOSTIC OR TREATMENT AREAS SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. 4. (21.2.5.2) DEAD-END CORRIDORS SHALL NOT EXCEED 50 FT. 5. (21.2.6.2.2) THE MAXIMUM TRAVEL DISTANCE BETWEEN ANY POINT IN A ROOM AND AN EXIT SHALL (150 FT PER 21.2.6.2.1) BE PERMITTED TO INCREASE BY 50 FEET IN BLDGS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. D. PROTECTION FROM HAZARDS 1. (21.3.2.1) HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO , AREAS USED FOR GENERAL STORAGE, BOILER OR FURNACE ROOMS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 8.7. 1. (21.3.2.5) AREAS WHERE MEDICAL GAS IS STORED OR ADMINISTERED, AND THE OPERATION, MANAGEMENT, AND MAINTENANCE OF MEDICAL GASES SHALL BE IN ACCORDANCE WITH NFPA 99. E. INTERIOR FINISHES - CHAPTER 20 AND SECTION 10.2 1. (21.3.3.2.1) INTERIOR WALL AND CEILING FINISH MATERIAL COMPLYING WITH SECTION 10.2 SHALL BE CLASS A OR CLASS B IN EXITS AND IN EXIT ACCESS CORRIDORS. 2. (21.3.3.2.2) INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A, CLASS B OR CLASS C IN ALL AREAS OTHER THAN THOSE SPECIFIED IN 20.3.3.2.1.

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CALL NORTH

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1 HOUR FIRE RESISTANCE RATED FIRE BARRIER

AutoCAD SHX Text THE PURPOSE OF INFECTION CONTROL PROCEDURES IS TO MINIMIZE THE POTENTIAL FOR THE SPREAD OF INFECTIONS DUE TO DEGRADED AIR QUALITY, ENVIRONMENTAL CONTAMINATION, OR CONTAMINATION OF WATER. IT IS THE POLICY OF THIS MEDICAL CENTER THAT A SYSTEMATIC APPROACH BASED ON ASSESSMENT AND PLANNING WILL EFFECTIVELY MANAGE THE ISSUE OF TRANSMISSION OF INFECTIOUS DISEASES AND THE AGGRAVATION OF ALLERGIES. THE OVERALL APPROACH RELIES ON PRE-CONSTRUCTION ASSESSMENT, MANAGEMENT OF HVAC SYSTEMS, AND AGGRESSIVE USE OF A VARIETY OF BARRIERS. CONTRACTOR IS TO WORK CLOSELY WITH THE VA FACILITY MANAGEMENT SERVICE CENTER, THE INFECTION CONTROL PROGRAM STAFF AND THE SAFETY AND OCCUPATION HEALTH MANAGER TO HAVE IN PLACE A MONITORING A PROGRAM TO ASSURE RIGOROUS IMPLEMENTATION OF THE REQUIRED MEASURES. REFER TO PROJECT SPECIFICATIONS.

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INFECTION CONTROL NOTES

AutoCAD SHX Text A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL INFECTION CONTROL REQUIREMENTS WITH THE DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCOVERIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO BEGINNING. B. CONTRACTOR TO INSTALL BARRIERS AND OTHER MEASURES. CONSTRUCTION BARRIER DOOR(S) MUST CONTRACTOR TO INSTALL BARRIERS AND OTHER MEASURES. CONSTRUCTION BARRIER DOOR(S) MUST BE SELF-CLOSING. PROVIDE DUST CONTROL AND CONTAINMENT STICKY MATS ON ALL ACCESS DOORS INTO CONSTRUCTION AREA. ANTE-ROOM REQUIRED AT CONSTRUCTION ENTRY. PROVIDE MANOMETER MONITORS FOR ALL CONSTRUCTION BARRIERS.

AutoCAD SHX Text C. CONTRACTOR TO DISPOSE OF MATERIALS BEFORE 8:00AM OR AFTER 4:00PM UNLESS ARRANGED WITH CONTRACTOR TO DISPOSE OF MATERIALS BEFORE 8:00AM OR AFTER 4:00PM UNLESS ARRANGED WITH THE VA TO DISPOSE OF DURING NORMAL HOURS. USE ROUTE AGREED UPON BY ICRA TEAM AND COTR FOR TRANSPORT OF TRANSPORT CONTAINERS THROUGH THE FACILITY. CONTRACTORS CAN ONLY DEVIATE TO NORMAL HOURS WITH THE APPROVAL OF THE INFECTION CONTROL NURSE AND COR DUE TO PARTICULAR CIRCUMSTANCES THAT MAY OBSTRUCT PROGRESS. A CLEAR PLAN WILL HAVE TO BE SUBMITTED AND PRECAUTIONARY INFECTION CONTROL MEASURES IMPLEMENTED. D. CONTRACTOR TO COVER CARTS AND WEAR BOOTIES WHEN DISPOSING MATERIALS. CONTRACTOR TO COVER CARTS AND WEAR BOOTIES WHEN DISPOSING MATERIALS. E. CONTRACTOR TO CHANGE MATS MULTIPLE TIMES A DAY AS NEEDED AND MOP FLOORS BEHIND THEM CONTRACTOR TO CHANGE MATS MULTIPLE TIMES A DAY AS NEEDED AND MOP FLOORS BEHIND THEM MULTIPLE TIMES A DAY. F. CONTRACTOR TO MAINTAIN CONTINUOUS NEGATIVE AIR PRESSURE WITHIN THE WORK SITE UTILIZING CONTRACTOR TO MAINTAIN CONTINUOUS NEGATIVE AIR PRESSURE WITHIN THE WORK SITE UTILIZING WINDOW EXHAUST FANS STRATEGICALLY LOCATED OR PROVIDE NEGATIVE PRESSURE AIR HEPA UNITS AND EXHAUST TO EXTERIOR OF THE BUILDING. CONTRACTOR TO INCLUDE MONITORING MANOMETER AT ANTEROOM SO THE NEGATIVE PRESSURE CAN BE INSPECTED.

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VA FORM 08 - 6231

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/2

:3

9:

P M

ISSUE FOR BID

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

630A4-CSI-426

800 POLY PLACE, BROOKLYN, NY 11209-7104

DESIGN ONCOLOGY LINAC SITE PREP

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397 Russell DiNardo, AIA NY 031521-1

VA NY HARBOR HEALTHCARE SYSTEM

BROOKLYN CAMPUS

KEY MAP - BLDG 1, GROUND FLOOR

Drawing 01 of 02

TGE EDS

Egan Environmental Consulting, Inc.

23 MARCH 2021

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LINEAR ACCEL

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LOCKER

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CONTROL

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TOILET

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TOILET

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RAD ONCOLOGIST

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CHIEF ONCOLOGIST

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RAD ONCOLOGIST

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CONF

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OFFICE

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CORR

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LINAC

AutoCAD SHX Text G111

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CONTROL

AutoCAD SHX Text G104

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TOILET

AutoCAD SHX Text G137

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WAITING

AutoCAD SHX Text G136

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CLOSET

AutoCAD SHX Text G136A

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TEL CLOSET

AutoCAD SHX Text G201

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STORAGE

AutoCAD SHX Text G202

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RADIATION ONCOLOGY

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WAITING

AutoCAD SHX Text G204

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MECH

AutoCAD SHX Text G214

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TOILET

AutoCAD SHX Text G231

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ELEC

AutoCAD SHX Text G232

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FEMALE

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WAITING

AutoCAD SHX Text G230

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CORRIDOR SE3

AutoCAD SHX Text G200C

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CAT

AutoCAD SHX Text G103

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CHAPEL

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JAN

AutoCAD SHX Text LEAD (Pb) LINED WALL TO BE DEMOLISHED IN ACCORDANCE WITH 29 CFR 1926.62.

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WORKER DECON. UNIT

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WASTE DECON. UNIT

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AutoCAD SHX Text G101

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AutoCAD SHX Text H

AutoCAD SHX Text 1 HOUR FIRE RESISTANT RATED SMOKE BARRIER 1 HOUR FIRE RESISTANT RATED FIRE BARRIER 2 HOUR FIRE RESISTANT RATED FIRE BARRIER

AutoCAD SHX Text Asbestos-Containing Materials Quantity Table

AutoCAD SHX Text Location

AutoCAD SHX Text Material

AutoCAD SHX Text Quantity

AutoCAD SHX Text Ground Floor - Room G104

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PIPE INSULATION

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30 L.F. 4-8" 10 FITTINGS

AutoCAD SHX Text Ground Floor - Room G104

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CONTAMINATED CEILING TILE

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150 SQ. FT.

AutoCAD SHX Text Ground Floor - Room G101

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FLOOR TILE & MASTIC

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320 SQ. FT.

AutoCAD SHX Text Ground Floor - Room G101

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PIPE INSULATION

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30 L.F. 4-8" 10 FITTINGS

AutoCAD SHX Text Ground Floor - Room G101

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CONTAMINATED CEILING TILE

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320 SQ. FT.

AutoCAD SHX Text ASBESTOS ABATEMENT LEGEND: PIPE INSULATION TO BE REMOVED. FLOOR TILE & MASTIC TO BE REMOVED. CONTAMINATED CEILING TILE TO BE REMOVED. PATH OF WASTE OUTSIDE OF BUILDING. HEPA - FILTERED NEGATIVE AIR MACHINE

AutoCAD SHX Text

AutoCAD SHX Text H

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HA100

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GROUND FLOOR ASBESTOS ABATEMENT PLAN

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HA-100

AutoCAD SHX Text 1/4" = 1'-0"

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GROUND FLOOR

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NORTH

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NO SCALE

AutoCAD SHX Text N

ASBESTOS ABATEMENT CONSULTANT: 14 HIGH STREET MAHWAH, NEW JERSEY 07430 Tel: (914) 320-7924 Email: tom_egan2@yahoo.com

ASBESTOS ABATEMENT NOTES:

1. All asbestos removal areas indicated on the drawings and specification is for informational assistance to the contractor. All work areas having asbestos-containing materials (ACM's) must be field measured and verified for actual locations, size and quantities. Additional piping or equipment which may have asbestos-containing insulation may be present. The contractor must remove ACM's from all specified areas whether shown or accurately indicated. These specifications shall be used as a guide, and do not limit the contractor's responsibility to seek and remove all ACM's as specified.

2. Contractor shall use extreme care and caution during all abatement procedures. Contractor shall conduct removal of all materials from the site with a minimum disturbance and provide regular maintenance and protection of the building premises, staging area, transportatioon routes, etc. throughout the building.

3. All building finishes, construction equipment or other components of this building which are damaged or in anyway disrupted as a result of the execution of this contract shall be replaced or restored to original condition.

4. Contractor shall provide as many shifts of laborers as necessary to complete the project in the amount of time specified in the contract documents at no extra cost.

5. Asbestos removal shall be performed in accordance with all applicable federal, state and local laws, guidelines, regulations, orders and directives, including without limitations those of the responsible New York State agencies; U.S. Environmental Protection Agency (EPA), the U.S.

Department of Labor, the Occupational Safety and Health Administration (OSHA), National Institute of Occupational Safety and Health (NIOSH), and the U.S. Department of Veterans Affairs.

6. Contractor shall develop and implement written standard procedures for abatement work to ensure maximum protection and safeguards for asbestos exposure to the workers, employees, general public and the environment.

7. Contractor shall be responsible for removing any light fixtutres, suspended ceilings, walls, ductwork, or any obstructions necessary for the successful completion of the project. Contractor shall carefully remove, decontaminate and reinstall all removed fixtures, supporting grids or any other building structure removed by the contractor to access ACM's.

8. Air filtration device (AFD) shall be equipped with smoke/heat sensor systems that will shut down the device wihtin 30 seconds after fire and/or smoke detection. AFD sensor devices must comply with American National Standards NFPA Life Safety Code 101.

9. Asbestos removal drawings were prepared from existing drawings supplied by the owner and are provided for information only. The consultant makes no claims as to their accuracy or for quantities derived through their use.

10. Contractor shall provide all scaffolding, ladders, plywood, equipment, supplies, etc. as required and/or necessary to complete all work required by the contract documents.

11. Contractor shall provide all signs, labels, warnings and posted instructions that are necessary to protect, inform and warn people of the hazard from asbestos exposure.

12. Contractor shall post in a prominent and convenient place for workers, a copy of the latest applicable regulations from OSHA, EPA, NIOSH and

NYSDOL.

13. Contractor shall completely protect all controls, conduit, tubing, electrical panels, equipment, etc. within the work areas.

14. The VAMC and the asbestos abatement contractor shall mutually agree upon the location of the decontamination units for each phase during the preconstruction meeting unless shown on the drawings.

15. Submit shop drawings showing location and number of HEPA-filtered negative air machines, airlocks, and decontamination chambers. Submit calculations showing number of air changes for each containment area.

16. All asbestos removals shall be performed within a HEPA-filtered negative air pressure enclosure. Pipe insulation work shall be performed using the tent/glovebag method.

17. Specific areas on the 1st floor of Building 1 will require asbestos abatement to allow for the LINAC replacement project.

Asbestos-containing materials (ACM's) must be removed to allow for the renovation. ACM's include but are not limited to pipe insulation, floor tile and mastic.

18. Scheduling of work shall be coordinated with the V.A. to avoid interruptions to the normal activities of the V.A. Asbestos Abatement will be performed over a weekend. Work will begin at 5pm on a Friday and be completed by 5am Monday including clearance air testing and breakdown.

19. The contractor shall prepare the work areas for asbestos removal using a HEPA-filtered negative air pressure containment in accordance with this specification and applicable codes, rules and regulations.

20. Ceiling tiles must be removed from the work area following erection of the HEPA-filtered negative air pressure containment.

21. The contractor shall erect isolation barriers that separate the work areas from the remainder of the building. The barriers shall be constructed of a fire retardant sheathing material of at least 5/8" thickness on the work side of the studs. The isolation barrier shall be plasticized with two (2) layers of 6-mil fire retardant plastic sheeting. The isolation barriers shall be caulked at the sheathing seams and where the sheathing meets the floor, walls and ceiling. The isolation barrier shall be constructed using fire retardant 2"x4" framing, 16 inches center-to-center, and caulked at all seams.

22. All utilities and piping shall be locked out and tagged before the contractor is to begin abatement activities.

23. All asbestos-containing materials within the contract limits must be removed and disposed of as asbestos-contaminated waste unless specifically excluded in these specifications or on the drawings.

24. The black iron supporting the drop ceilings is to remain intact throughout asbestos abatement activities.

25. All work area decontamination units (personal and waste) shall be fully framed and sheathed with fire retardant wood because they will be located in areas of public access.

26. All utilities, mechanical systems and piping shall be locked out and tagged before the contractor is to begin abatement activities.

27. All asbestos-containing materials within the contract limits must be removed and disposed of as asbestos-contaminated waste unless specifically excluded in these specifications or on the drawings.

Drawing 02 of 02

HA101

Egan Environmental Consulting, Inc.

KEY MAP - BLDG 1, GROUND FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

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

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

23 MARCH 2021Revisions: Date:

630A4-CSI-426

800 POLY PLACE, BROOKLYN, NY 11209-7104

DESIGN ONCOLOGY LINAC SITE PREP

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397 Russell DiNardo, AIA NY 031521-1

VA NY HARBOR HEALTHCARE SYSTEM

BROOKLYN CAMPUS

ISSUE FOR BID

TGE EDS

ASBESTOS DIAGRAMS AND NOTES

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10' MIN

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EQUIPMENT ROOM

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12' MIN

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CLEAN ROOM

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4'MIN

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SHOWER

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ROOM

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8" MAX

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CURTAINED DOORWAY

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(3 LAYERS OF 6 MIL

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POLY SHEETING WITH

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WEIGHTED FLAPS)

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(TYP @ AT ENTRANCE

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AND EXIT)

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2"X4" STUDS

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2"X4" STUDS

AutoCAD SHX Text @ 48 O.C

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4' MIN

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AIRLOCK OF 36" MIN

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WITH CURTAINED DOORWAY

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CLEAN ROOM

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WORK AREA

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text @ 48 O.C

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2"X4" STUDS

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CONSTRUCTION OF A TEMPORARY SOLID BARRIER

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WORKER

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10. Puts on any additional

AutoCAD SHX Text clothing -deck shoes, hard hat

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11. Collects necessary tools

AutoCAD SHX Text proceeds to work area

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WORKER

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1. Enters clean room

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2. removes street clothing, places in locker

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3. Puts on nylon swim suit (optional)

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4. Puts on clean overalls

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5. If separate disposable foot covering are

AutoCAD SHX Text used, these are put on

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6. Applies tape around ankles, wrists, etc.

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7. Inspects respirator, puts it on, checks fit

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8. Puts on hood over respirator headstraps

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9. proceeds to equipment room

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21. Dries off, dresses in clean

AutoCAD SHX Text coveralls or street clothing

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22. Cleans and dries respirator, AutoCAD SHX Text replaces filter (if applicable)

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WORKER

AutoCAD SHX Text filters (without removing)

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19. Washes swim suit

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20. Thoroughly washes body

AutoCAD SHX Text and hair

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WORKER

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13. Removes all clothing

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14. places disposable

AutoCAD SHX Text protective clothing

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15. Stores any other

AutoCAD SHX Text contaminated articles

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16. Proceeds to shower

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NOTE: INSIDE WORK AREA WORKERS SHALL EXIT TO OUTSIDE THOUGH

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DECONTAMINATION FACILITIES ONLY. ALL WORKERS TO WEAR

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WORKER

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12. Brushes off

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WORK AREA

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AIRLOCK

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EQUIPMENT ROOM

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AIRLOCK

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AIRLOCK

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CLEAN ROOM

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SHOWER

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ROOM

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ALL ASBESTOS CONTAINING MATERIALS SHALL BE

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PACKED IN APPROVED CONTAINERS PRIOR TO

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MOVING TO BAG STORAGE

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BAGGING CHAMBER

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EQUIPMENT/ WASTE

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WASH ROOM

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SHOWER ROOM

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CLEAN ROOM

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WORK AREA

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CLEAN AREA

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AIRLOCK

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AIRLOCK

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AIRLOCK

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AIRLOCK

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WORK AREA

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AIR LOCK

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SHOWER/WASH ROOM

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CLEAN ROOM

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AIR LOCK

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CLEAN AREA

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CEILING/DECKING

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CAULKING

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2 LAYERS OF 6 MIL

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WALLS AND FLOOR

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WORK AREA

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CLEAN SIDE

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EXISTING WALL

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ELEVATION

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3/8" PLYWOOD SHEET

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ON WORK AREA

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CEILING DECKING

AutoCAD SHX Text 2"x4" @ 16" O.C(TYP.)

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CONTINUOUS CAULKING

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@ EDGES & SEAMS OF

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PLYWOOD SHEETS

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SECTION A-A

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EXISTING WALL

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FLOOR

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FLOOR

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USE OF GLOVE BAG ENCLOSURE FOR PIPE INSULATION ABATEMENT

AutoCAD SHX Text Staple and tape securely to insure that

AutoCAD SHX Text containment bag will not break as a result

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AutoCAD SHX Text Tape seal tightly around

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WETTING

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AGENT

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SIDE

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PORT

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GLOVE

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ARMS

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TOOL

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BAG

AutoCAD SHX Text Hepa vacuum (secure & seal nozzle

AutoCAD SHX Text w/tape after inserting into side

AutoCAD SHX Text port of containment bag)

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CEILING

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CENTER AFD EXHAUST TUBE.

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FIRE RETARDENT PLYWOOD

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BLASTGATE MANIFOLD AND ATTACH

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FLEXIBLE AFD

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EXHAUST DUCT

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AFD

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UNIT

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FLOOR

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TO ADDITIONAL

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AFD UNIT

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DUCT TAPE

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DUCT TAPE

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APPLY TWO LAYERS

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OF SIX MIL PLASTIC

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EXISTING WALL

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EXISTING WALL

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CLEAN AREA

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CAUTION SIGN SHALL BE PLACED

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ON THE CLEAN SIDE OF THE DOOR

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CAUTION LABELING SHALL IN

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ACCORDANCE WITH EPA FEDERAL

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REGULATIONS

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APPLY TWO SHEETS

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OF SIX MILL POLY

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AS REQUIRED

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EXISTING DOOR

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BUCK

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APPLY AND SECURE

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SHEETS OF POLY

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WITH DUCT TAPE

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EXISTING DOOR TO

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BE CLOSED AND SEALED

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AN EMERGENCY EXIT SIGN IS TO

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BE PLACED ON THE CONTAMINATED

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SIDE AT ALL SPECIFIED LOCATIONS

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EXISTING DOOR

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THE PERIMETER OF THE DOOR IS TO

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BE SEALED WITH DUCT TAPE ON THE

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CONTAMINATED SIDE PRIOR TO APPLYING

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THE TWO LAYERS OF POLY

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APPLY AND SECURE SHEETS

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OF POLY WITH DUCT TAPE

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AS REQUIRED

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EXISTING WALL

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APPLY TWO SHEETS

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OF SIX MIL POLY

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EMERGENCY CRITICAL BARRIER AT DOOR

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CONTAMINATED SIDE

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CONSTRUCTION OF PERSONNEL DECONTAMINATION SYSTEM

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POLY SHEETING ON

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PARALLEL PERSONNEL AND WASTE DECON. ENCLOSURE SYSTEMS

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PERSONNEL DECONTAMINATION SYSTEM

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WINDOW AIR FILTRATION DEVICE EXHAUST

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RESPIRATORS AND FULLY PROTECTIVE CLOTHING INSIDE THE

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WORK AREA (INCLUDING HEAD AND FOOT WEAR)

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17. Washes respirator and soaks

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18. Removes respirator, washes

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WASTE DECONTAMINATION ENCLOSURE SYSTEM

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USING ADJUSTABLE CLAMP AND

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DUCT TAPE. SEAL AIRTIGHT.

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HOSE BEAD

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BLASTGATE MANIFOLD AND AJUSTABLE CLAMP FOR WINDOW

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ADJUSTABLE CLAMP WITH INTERNAL GASKET

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12" I.D. GALVANIZED METAL

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GALVANIZED METAL

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GALVANIZED METAL

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GALVANIZED METAL

AutoCAD SHX Text ASBESTOS ABATEMENT CONSULTANT: 14 HIGH STREET MAHWAH, NEW JERSEY 07430 Tel: (914) 320-7924 Email: tom_egan2@yahoo.com

AutoCAD SHX Text

NO SCALE

N

EXISTING ROOF SHEILDING SUPPORT PLAN - TO REMAIN4

FE PROJECT

NO: 20-175

KEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR BID

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

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

23 MARCH 2021Revisions: Date:

630A4-CSI-426

800 POLY PLACE, BROOKLYN, NY 11209-7104

DESIGN ONCOLOGY LINAC SITE PREP

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397 Russell DiNardo, AIA NY 031521-1

VA NY HARBOR HEALTHCARE SYSTEM

BROOKLYN CAMPUSENGINEERING LLP

www.fellp.com

22 MULBERRY ST, SUITE 2A

MIDDLETOWN, NY 10940

T:845.343.1481 F:855.320.8735

EXISTING PARTIAL GROUND FLOOR PLAN1

SECTION VIEW5 SECTION VIEW6

SECTION VIEW2 SECTION VIEW3

EXISTING EXTERIOR EQUIPMENT SLAB7

SECTION E-E8

GENERAL NOTE:

TREATMENT ROOM FLOOR & PIT NOTES:

FLOOR LOADING NOTES:

STAND AND COUCH FLOOR LOADS

TREATMENT ROOM FLOOR PIT CABLE ACCESS10 SERVICE REQUIREMENTS11

NOTE: NOTE:

STAND AND COUCH FLOOR LOADS SECTION9

(E)RAMP DN

EXISTING 1'-0" THICK

SLAB-ON-GRADE (V.I.F.)

FIN. FLR. EL. = ±26'-0"

EXISTING 6" HIGH

DENSITY CONCRETE (V.I.F.)

INDICATES

ASSUMED EXISTING

LEAD SHIELDING TYP.REPLACE

EXISTING ±71

2"

LEAD SHIELDING

AS REQ'D AFTER

NEW SLAB IS IN PLACE

EXISTING 6" HIGH

DENSITY CONCRETE

EXISTING

4" LEAD

(V.I.F.)

S201S201

2' -1

1" 2'

-1 1"

1'-13 8" 1'-33

4" 2'-51

8" NEW PIT

5'-10"X2'-51

8"X1'-0" DEEP

±5'-3"

IN-FILL EXISTING

± 8" DEEP PIT

V.

I.F

.5' -1

0"

IN-FILL EXISTING

± 1'-1" DEEP PIT

S201

S201

S201

S201

W

X5

W

X5

±1 2'

-8

V.

I.F

C O

N C

R

ET

E W

AL

L

TO

B

E R

EM

O

VE

D

S201

S201

S201

PARTIAL FOUNDATION PLAN AT VAULT

SCALE: 14" = 1'-0"

NOTES:

- COORDINATE EQUIPMENT CENTERLINE WITH ARCH. & VARIAN.

- COORDINATE ALL DETAILS AND REQUIREMENTS WITH VARIAN DRAWINGS AND PRODUCT PLANNING GUIDE.

- REFER TO VARIAN DRAWINGS AND PRODUCT PLANNING GUIDE FOR ACCEPTABLE TOLERANCES AND EQUIPMENT ANCHORAGE REQUIREMENTS.

- DESIGN OF EQUPMENT ANCHORAGE IS BY VARIAN AND THE EQUIPMENT INSTALLER.

- COORDINATE OVERHEAD EQUIPMENT SUPPORT DETAILS WITH VARIAN.

S101

PARTIAL ROOF FRAMING PLAN AT VAULT

SCALE: 14" = 1'-0"

NOTES:

- DO NOT UNDERCUT OR UNDERMINE EXISTING BEAM BEARING LOCATIONS.

- FIELD-VERIFY ALL CONDITIONS.

- FIELD VERIFY WALL THICKNESS AT NEW BEAM BEARING LOCATIONS. NOTIFY THE E.O.R. IMMEDIATELY IF WALL THICKNESSES ARE

NOT AS SHOWN.

- THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING. SUBMIT SIGNED AND SEALED TEMPORARY SHORING

PLANS AND PROPOSED SEQUENCE OF WORK TO THE ARCHITECT AND E.O.R., PRIOR TO PERFORMING ANY WORK. REFER TO

STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

S101

2' -2

2'

-2

1' -1

0" 1'

-8

3' -2

1'

-8

1' -1

0"

±4'-0"

(E)W24X68

(E)W24X68

(E)W14X22

(E)W14X22

(E )W

X1

(E )W

X1

(E )W

X1

(E )W

X1

(E )W

X1

(E )W

X1

(E)W12X14

(E )W

X1

(E )W

X1

(E )W

X1

(E )W

X1

(E)1'-9" THK.

CONC.

ROOF SLAB

A

C

C B

B

DO NOT UNDERMINE

EXISTING BEAM BEARING

1'-11" V.I.F.

1' -9

V.

I.F

(E)RAMP DN

INDICATES

ASSUMED EXISTING

LEAD SHIELDING TYP.TEMPORARILY REMOVE

EXISTING LEAD

SHIELDING & REPLACE

WHEN FINISHED WITH WORK

EXISTING

4" LEAD

(V.I.F.)

±5'-3"

EXISTING

± 8" DEEP PIT

EXISTING

± 1'-1" DEEP PIT

PARTIAL FOUNDATION DEMO PLAN AT VAULT

SCALE: 14" = 1'-0"

NOTES:

- CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQ'D TYP. REFER TO STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

S101

1'-11" V.I.F.

INDICATES AREA OF

SLAB TO BE CUT & REMOVED

INDICATES AREA OF

SLAB TO BE CUT

& REMOVED

INDICATES PORTION OF

EXISTING CONCRETE WALL

AND LEAD SHIELDING

TO BE REMOVED. TEMP.

SHORING OF ROOF IS TO

BE PROVIDED BY THE

CONTRACTOR. (SEE NOTES)

NEW EQUIPMENT

CENTERLINE

(COORD. W/

ARCH. & VARIAN)

EXISTING WALL

& FTG. TO REMAIN

5' -1

5'

-1

2'-33 4"

1'-0"

±8'-113 4" (V.I.F.)

±3 '-5

8"

(V .I.

F.

EXISTING 1'-0" THICK

SLAB-ON-GRADE (V.I.F.)

FIN. FLR. EL. = ±26'-0"

MODIFICATIONS

TO LEAD SUPPORT

/ BRACING, IF REQ'D,

IS BY OTHERS.

HSS6X6X1

FILLER

0"

CLR

(E)10" THK.

CONC.

ROOF SLAB

(E)1'-3" THK.

CONC.

ROOF SLAB

OCCUPANCY CATEGORY: IV

VAULT FLOOR LIVE LOAD: 60 PSF

GROUND SNOW LOAD: 25 PSF

THERMAL FACTOR: 1.0

EXPOSURE FACTOR: 1.0

IMPORTANCE FACTOR: 1.2

FLAT ROOF SNOW LOAD: 21 PSF (PLUS DRIFT)

BASIC WIND SPEED: 98 MPH (AT 33FT) (ASD)

IMPORTANCE FACTOR: 1.15

EXPOSURE: C

SITE CLASS: D (ASSUMED)

Ss: 0.2775 S1: 0.0714 Sds: 0.292 Sd1: 0.114

SEISMIC DESIGN CATEGORY: C

SEISMIC IMPORTANCE FACTOR: 1.5

VARIAN EQUIPMENT FLOOR LOADS

(SEE FOUNDATION PLAN):

LOCATION A: 945 LBS.

LOCATION B: 3,845 LBS.

LOCATION C: 1,754 LBS.

BUILDING DESIGN LOADS:

DESIGN STRESSES

CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS:

ALL INTERIOR CONCRETE-------------------------------------------------------------------------F'C=4,000PSI

REINFORCING BARS (ASTM A615 OR ASTM A706, GRADE 60)--------------------------------FY=60,000PSI

STRUCTURAL STEEL W AND S SHAPES

(ASTM A992 OR ASTM A572/50)-------------------------------------------------------------------FY=50,000PSI STRUCTURAL STEEL OTHER SHAPES (ASTM A36)------------------------------------------------FY=36,000PSI ANCHOR RODS (F1554, GRADE 36) UNLESS OTHERWISE NOTED-------------------------- FY=36,000PSI ASSUMED ALLOWABLE BEARING STRESS AT VAULT SLAB-----------------------------------2,000 PSF

CODES AND STANDARDS

1. BUILDING HAS BEEN DESIGNED TO, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE FOLLOWING BUILDING CODES AND STANDARDS:

1.1. 2014 NEW YORK CITY BUILDING CODE

2. UNLESS EXPLICITLY MODIFIED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS, THE

CONTRACTOR SHALL COMPLY WITH THE FOLLOWING STANDARDS:

2.1. ASCE/SEI 7-05, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

2.2. ACI 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE.

2.3. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

2.4. ACI 530-13 / ASCE 5-13 / TMS 402-2013, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES.

2.5. ANSI/AISC 341-10, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS.

2.6. ANSI/AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

2.7. AWS D1.4/D1.4M-2011, STRUCTURAL WELDING CODE - STEEL.

2.8. SJI 44TH EDITION CATALOG OF STANDARD SPECIFICATIONS AND LOAD TABLES FOR

STEEL JOISTS AND JOIST GIRDER.

2.9. SDI - NO. MOC2, SDI MANUAL OF CONSTRUCTION WITH STEEL DECK, 2006.

2.10. AISI S100-12, NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL

STRUCTURE MEMBERS.

CONCRETE CONSTRUCTION

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST BUILDING CODES REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 AND ACI DETAIL MANUAL, EXCEPT THAT CONSTRUCTION AND REMOVAL OF

FORMS AND RESHORING SHALL BE INSPECTED BY THE CONTRACTOR'S ENGINEER.

2. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVERAGE. PLACE BARS AS NEAR TO THE

CONCRETE SERVICE AS THE MINIMA PERMIT WHEREVER POSSIBLE, UNLESS NOTED OTHERWISE:

2.1. CONCRETE POURED AGAINST EARTH 3"

2.2. FORMED CONCRETE IN CONTACT WITH EARTH 2"

2.3. EXTERIOR FACE OF WALLS 2"

2.4. ALL OTHER WALL FACES AND SLABS 3

4"

2.5. BEAMS AND COLUMNS 1 12" (2" FOR EXTERIOR)

3. WELDED WIRE REINFORCEMENT FOR SLABS ON GROUND SHALL HAVE A MINIMUM COVERAGE OF 1" AND MAXIMUM TOP COVERAGE OF 1 12", UNLESS OTHERWISE NOTED. REINFORCEMENT SHALL BE POSITIVELY

SUPPORTED AND MAINTAINED IN THIS POSITION DURING PLACEMENT OF CONCRETE.

4. FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION.

5. PROVIDE PLASTIC-COATED (NOT PLASTIC-TIPPED) OR STAINLESS STEEL CHAIRS IN ALL CONCRETE EXPOSED TO

VIEW IN COMPLETED STRUCTURE.

6. PROVIDE PIPE SLEEVES AND INSERTS IN CONCRETE WORK WHERE REQUIRED. SEE ARCHITECTURAL AND

MECHANICAL DRAWINGS.

7. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING MINIMUM REINFORCING:

7.1. SLAB ON GROUND, SLAB ON DECK, AND TOPPINGS (2" MINIMUM): 6 X 6-W1.4 X W1.4 WELDED WIRE

REINFORCEMENT IN FLAT SHEETS.

7.2. WALLS: #4 @ 12" ON CENTER EACH WAY (FOR EACH 6" OF WALL THICKNESS).

8. CONSTRUCTION JOINTS SHALL BE POSITIONED SO AS NOT TO CHANGE THE STRUCTURAL DESIGN

REQUIREMENTS. FRAMED FLOORS AND ROOFS SHALL HAVE CONSTRUCTION JOINTS SO THAT THE RATIO OF LENGTH TO WIDTH OF A SINGLE POUR SHALL NOT EXCEED 2. THE LOCATION AND SIZE OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER. SUBMIT PROPOSED POUR LAYOUT FOR ENGINEER'S REVIEW

AND APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE.

9. WELDING REINFORCING BARS (INCLUDING TACK WELDING) IS NOT PERMITTED WITHOUT PERMISSION OF ENGINEER IN WRITING. WHERE AND WHEN PERMITTED, WELDING REBARS SHALL COMPLY WITH ASTM A706 (FY=60 KSI) AND WELDING SHALL CONFORM TO AWS D1.4. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.

10. PROVIDE HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS IN SUPPORTED SLABS AND WALL FOOTINGS;

MINIMUM 1 12" DEPTH WITH HEIGHT EQUAL TO ONE-THIRD OF MEMBER DEPTH, UNLESS OTHERWISE SHOWN OR

NOTED.

11. ALL EXPOSED CORNERS OF COLUMNS, WALLS, AND STEEL MEMBERS ENCASED IN CONCRETE ARE TO BE

CHAMFERED 45°. MINIMUM CHAMFER TO BE 12".

12. UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR DRAWINGS, ALL EXPOSED CONCRETE SUBJECTED TO FREEZING AND THAWING SHALL HAVE A MINIMUM CEMENT CONTENT OF 610 POUNDS PER YARD, A MAXIMUM

WATER/CEMENT RATIO OF 0.40, AND 6% ±1% OF ENTRAINED AIR.

13. SLAB THICKNESS INDICATED OVER STEEL FORM DECK INCLUDES FORM DEPTH. PROVIDE FORM DECK CONTINUOUS OVER AT LEAST THREE SUPPORTS AND WELD TO EACH SUPPORT AT MINIMUM 12" INTERVALS. USE DECKING THAT WILL SAFELY SUPPORT ALL CONSTRUCTION LOADS, INCLUDING WET WEIGHT OF CONCRETE. LIMIT DEFLECTION OF DECKING TO 1/240 OF SPAN WHEN LOADED WITH WET WEIGHT OF CONCRETE AND

CONSTRUCTION LOADS

14. BEND ALL HORIZONTAL WALL AND FOOTING BARS 1'-0" AROUND CORNERS OR PROVIDE CORNER BARS WITH 2'-0"

LAP.

15. KEY AND DOWEL ALL AREAWAYS AND OTHER PROJECTING ELEMENTS TO SUPPORTING WALLS WITH #4 @ 12" ON

CENTER EXTENDING 1'-0" INTO SUPPORTING WALLS UNLESS NOTED

16. PROVIDE FOUNDATION DOWELS FOR ALL WALLS, PIERS, AND COLUMNS SAME SIZE AND SPACING AS VERTICAL

STEEL.

17. HORIZONTAL FLOORS SUPPORTED BY DEFLECTING STRUCTURAL MEMBERS (STEEL JOISTS, UNSHORED STEEL BEAMS, ETC) SHALL BE FINISHED LEVEL. THE SLAB THICKNESS NOTED IS MINIMUM. ADD CONCRETE AS NECESSARY TO OVERCOME MEMBER DEFLECTIONS. SHORED CONSTRUCTION SHALL BE FINISHED TO A

CONSTANT DEPTH.

18. ALL BARS INTERRUPTED BY STRUCTURAL STEEL SHALL EXTEND TO WITHIN 1" OF STRUCTURAL STEEL FLANGE OR

WEB AND HAVE A 90° HOOK UNLESS OTHERWISE SHOWN.

19. DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING QUANTITY, SPACING, SIZES, CLEARANCES, LAPS, INTERSECTIONS, AND COVERAGE REQUIRED BY THE STRUCTURAL DETAILS, APPLICABLE CODE, AND TRADE STANDARDS. CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS FROM TYPICAL CONDITIONS WHICH ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OR REINFORCING STEEL AND

CONCRETE.

20. BAR BENDS ARE TO BE MADE COLD. BARS SHALL NOT BE BENT AFTER ANY PORTION OF THE BAR IS ENCASED IN

CONCRETE.

21. SPLICES (GRADE 60 DEFORMED BARS):

21.1. LAP ALL COMPRESSION SPLICES 30 BAR DIAMETERS OF THE LARGER BAR.

21.2. LAP ALL TENSION SPLICES IN ACCORDANCE WITH THE…