632-16-104 NP Roof BID DWG.pdf
PDF 12 MB Posted
- Solicitation number
- 36C24220B0057
About this file
This document outlines a federal construction contract solicitation to replace the roof of Building 200 at the Northport Veterans Affairs Medical Center. The solicitation number is 36C24220B0057 and seeks to furnish all necessary professional construction services and materials to complete the roof replacement project according to provided drawings and specifications. The project completion deadline is 365 calendar days from the notice to proceed. The pre-bid site visit is scheduled for the week of August 17th and questions regarding the solicitation are due by August 26th. The bid opening will be held on September 10th at the James J. Peters VA Medical Center. This procurement is set aside for Veteran Owned Small Businesses and has an estimated value between $2,000,000 to $5,000,000. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24220B0057 0001.docx | DOCX document | |
| 36C24220B0057_1.docx | DOCX document | |
| 623-16-104 NP Roof BID Specs.pdf |
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Text version
DETAIL_TITLE
DEPARTMENT OF VETERANS AFFAIRS
ROOF REPLACEMENT AT THE NORTHPORT VAMC
G-001
TITLE SHEET
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
100% BID PACKAGEOffice 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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Asbestos Abatement Consultants:
Project Director
12 MAY 2020 RD TRBRevisions: Date:
632-16-104
79 MIDDLEVILLE RD, NORTHPORT, NY 11768
ROOF REPLACEMENT
AT THE NORTHPORT VAMC
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
EGAN ENVIRONMENTAL CONSULTING, INC.
14 HIGH STREET
MAHWAH, NEW JERSEY 07430
P: 201.848.7790
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SHEET NUMBER
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SECTION SHEET NUMBER
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INTERIOR ELEVATIONS
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BUILDING ELEVATION SHEET NUMBER
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DETAIL SHEET NUMBER
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DETAIL NUMBER SHEET NUMBER
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PARTITION TYPE
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XX
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TITLE
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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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SHEET
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SCALE
AutoCAD SHX Text GENERAL: G-001 - TITLE SHEET - TITLE SHEET TITLE SHEET G-002 - NOTES, STAGING & ABBREVIATIONS - NOTES, STAGING & ABBREVIATIONS NOTES, STAGING & ABBREVIATIONS ASBESTOS H-101 - ASBESTOS ABATEMENT ROOF PLAN - ASBESTOS ABATEMENT ROOF PLAN ASBESTOS ABATEMENT ROOF PLAN ARCHITECTURAL: A-101 - FIRST FLOOR EXISTING ROOF DEMOLITION PLAN - FIRST FLOOR EXISTING ROOF DEMOLITION PLAN FIRST FLOOR EXISTING ROOF DEMOLITION PLAN A-102 - FOURTH FLOOR & PENTHOUSE EXISTING ROOF DEMOLITION PLAN - FOURTH FLOOR & PENTHOUSE EXISTING ROOF DEMOLITION PLAN FOURTH FLOOR & PENTHOUSE EXISTING ROOF DEMOLITION PLAN A-103 - PARTIAL FIRST FLOOR ROOF PLAN - PARTIAL FIRST FLOOR ROOF PLAN PARTIAL FIRST FLOOR ROOF PLAN A-104 - PARTIAL FIRST FLOOR ROOF PLAN - PARTIAL FIRST FLOOR ROOF PLAN PARTIAL FIRST FLOOR ROOF PLAN A-105 - PARTIAL FOURTH FLOOR & PENTHOUSE ROOF PLAN - PARTIAL FOURTH FLOOR & PENTHOUSE ROOF PLAN PARTIAL FOURTH FLOOR & PENTHOUSE ROOF PLAN A-106 - PARTIAL FOURTH FLOOR ROOF PLAN - PARTIAL FOURTH FLOOR ROOF PLAN PARTIAL FOURTH FLOOR ROOF PLAN A-501 - ROOF DETAILS - ROOF DETAILS ROOF DETAILS A-502 - ROOF DETAILS- ROOF DETAILSROOF DETAILS
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79 MIDDLEVILLE ROAD, NORTHPORT, NEW YORK 11768
AutoCAD SHX Text PROJECT No. 632-16-104
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79 MIDDLEVILLE ROAD NORTHPORT, NEW YORK
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AREA OF PROJECT
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FACILITY MAP
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SYMBOLS
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KEY MAP: BUILDING 200, ROOF PLAN
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HATCHED AREAS = ROOF REPLACEMENT
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DRAWING LIST
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CAMPUS ENTRANCE
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HOSPITAL ADDITION (NIC)
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SIDE ENTRANCE ROOF (NIC)
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AMBULANCE ENTRANCE ROOF (NIC)
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PENTHOUSE ROOF
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4TH ROOF NE TOWER
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4TH ROOF NW TOWER
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4TH ROOF SE TOWER
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4TH ROOF SW TOWER
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1ST ROOF NORTH
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1ST ROOF WEST
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1ST ROOF EAST
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1ST ROOF SOUTH
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INTENSIVE CARE UNIT ROOF (NIC)
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BUILDING 200 NORTHPORT VAMC
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SMOKING AREA ROOF (NIC)
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BUILDING 200
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AERIAL IMAGE FROM BING.COM
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AERIAL IMAGE FROM BING.COM
CAMPUS SITE PLAN - PARTIAL
G-002
NOTES, STAGING
& ABBREVIATIONS
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
100% BID PACKAGEOffice 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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Asbestos Abatement Consultants:
Project Director
12 MAY 2020 RD TRBRevisions: Date:
632-16-104
79 MIDDLEVILLE RD, NORTHPORT, NY 11768
ROOF REPLACEMENT
AT THE NORTHPORT VAMC
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
EGAN ENVIRONMENTAL CONSULTING, INC.
14 HIGH STREET
MAHWAH, NEW JERSEY 07430
P: 201.848.7790
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4TH FL ROOF NW TOWER
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CONTRACTOR STAGING AREA
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1ST FL ROOF SOUTH
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4TH FL ROOF NW TOWER
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4TH FL ROOF NW TOWER
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4TH FL ROOF NW TOWER
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INTENSIVE CARE ROOF (NIC)
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PENTHOUSE ROOF
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1ST FL ROOF WEST
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1ST FL ROOF EAST
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1ST FL ROOF NORTH
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(NIC)
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(NIC)
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HOSPITAL ADDITION (NIC)
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BUILDING 200 NORTHPORT VAMC
AutoCAD SHX Text STAGING AREA TO INCLUDE STAIR SCAFFOLDING ACCESS TO ROOF, WASTE DISPOSAL & CHUTE, AND MATERIAL HOIST. STAGING AREA TO BE FENCED AND SECURED.
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SIDEWALK SHEDDING
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SIDEWALK SHEDDING
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EXIST LOADING DOCK ROOF
AutoCAD SHX Text SHADED AREA INDICATED ZONES OF ROOF REPLACEMENT OF THE 1ST FLOOR ROOF, THE 4TH FLOOR ROOF AND THE PENTHOUSE ROOF
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CONTRACTOR ACCESS TO STAGING AREA
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SIDEWALK SHEDDING
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EXTEND SIDEWALK SHEDDING TO PROTECT GLASS ROOF
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SIDEWALK SHEDDING
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 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 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 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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AutoCAD SHX Text G-002
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APPROX 1/64" = 1'-0"
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AutoCAD SHX Text A. CONTRACTOR SHALL CONFORM TO ALL THE DEPARTMENT OF VETERANS AFFAIRS ADOPTED CODES AND STANDARDS. CONTRACTOR SHALL CONFORM TO ALL THE DEPARTMENT OF VETERANS AFFAIRS ADOPTED CODES AND STANDARDS. 1 OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS 2 NFPA 101 LIFE SAFETY CODE NFPA 101 LIFE SAFETY CODE 3 NFPA NATIONAL FIRE CODE WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900 NFPA NATIONAL FIRE CODE WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900 4 VA SEISMIC DESIGN REQUIREMENTS, H-18-8 VA SEISMIC DESIGN REQUIREMENTS, H-18-8 5 NATIONAL ELECTRIC CODE (NEC) NATIONAL ELECTRIC CODE (NEC) 6 INTERNATIONAL PLUMBING CODE (IPC) INTERNATIONAL PLUMBING CODE (IPC) 7 VA DIRECTIVES & DESIGN MANUALS VA DIRECTIVES & DESIGN MANUALS B. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222) THE CONSTRUCTION CLASSIFICATION IS TYPE II (222) C. NFPA 101: CHAPTER 19, EXISTING HEALTH CARE OCCUPANCIES NFPA 101: CHAPTER 19, EXISTING HEALTH CARE OCCUPANCIES 1. 19.1.1.4.4 CONSTRUCTION, REPAIR & IMPROVEMENT OPERATIONS - SEE 4.6.10 2. 4.6.10.1 BLDGS OR PORTIONS OF BLDGS SHALL BE PERMITTED TO BE OCCUPIED DURING CONSTRUCTION, REPAIR, ALTERATIONS 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. 4.6.10.3 FLAMMABLE OR EXPLOSIVE SUBSTANCES OR EQUIPMENT FOR REPAIRS OR ALTERATIONS SHALL BE PERMITTED IN A BLDG WHILE THE BLDG IS OCCUPIED IF THE CONDITION OF USE AND SAFEGUARDS PROVIDED DO NOT CREATE ANY ADDITIONAL DANGER OR IMPEDIMENT TO EGRESS BEYOND THE NORMALLY PERMISSIBLE CONDITIONS IN THE BLDG. D. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL REPORT ANY AND THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL REPORT ANY AND ALL DISCREPANCIES TO THE VA PROJECT REPRESENTATIVE. E. THE HOSPITAL REMAINS IN OPERATION 24HRS/DAY - SERVICES ARE NOT TO BE INTERRUPTED WITHOUT 48HR THE HOSPITAL REMAINS IN OPERATION 24HRS/DAY - SERVICES ARE NOT TO BE INTERRUPTED WITHOUT 48HR NOTIFICATION, COORDINATION AND APPROVAL FROM VA PROJECT REPRESENTATIVE. F. CONTRACTOR TO VERIFY THAT THE PROPOSED WORK DOES NOT INHIBIT OR COMPROMISE THE INTEGRITY OF THE CONTRACTOR TO VERIFY THAT THE PROPOSED WORK DOES NOT INHIBIT OR COMPROMISE THE INTEGRITY OF THE BUILDING'S STRUCTURAL SYSTEM THROUGHOUT THE DURATION OF THE PROJECT. G. CONTRACTOR SHALL VERIFY THAT THE PROPOSED WORK DOES NOT INTERFERE WITH OR COMPROMISE THE INTEGRITY CONTRACTOR SHALL VERIFY THAT THE PROPOSED WORK DOES NOT INTERFERE WITH OR COMPROMISE THE INTEGRITY OF THE BUILDING'S HVAC SYSTEM, ROOF DRAINAGE SYSTEM, OR MECHANICAL EQUIPMENT THROUGHOUT THE DURATION THE PROJECT. CONTRACTOR IS TO TAKE APPROPRIATE PRECAUTIONS NOT TO CIRCULATE DUST AND FUMES, ETC. THROUGHOUT THE BUILDING BY WAY OF THE HVAC SYSTEM. H. CONTRACTOR SHALL VERIFY THAT THE PROPOSED WORK DOES NOT INHIBIT OR COMPROMISE THE INTEGRITY OF THE CONTRACTOR SHALL VERIFY THAT THE PROPOSED WORK DOES NOT INHIBIT OR COMPROMISE THE INTEGRITY OF THE BUILDING'S ELECTRICAL SYSTEM THROUGHOUT THE DURATION OF THE PROJECT. J. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. REPAIR/REPLACE CONSTRUCTION TO REMAIN THAT WAS DAMAGED DURING DEMOLITION TO MATCH THE QUALITY OF THE NEW WORK. K. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING ELECTRICAL, MECHANICAL OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THE CONTRACT. CONTRACTOR SHALL INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND AT NO ADDITIONAL COST TO THE OWNER. L. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. M. CONTRACTOR SHALL COORDINATE WITH VA FOR ANY LIFTING ACTIVITIES REQUIRED TO MOVE MATERIALS TO THE ROOFS. CONTRACTOR SHALL COORDINATE WITH VA FOR ANY LIFTING ACTIVITIES REQUIRED TO MOVE MATERIALS TO THE ROOFS. N. USE OF GASOLINE POWERED TOOLS WHILE ON THE ROOF IS PROHIBITED. CONTRACTOR TO COORDINATE WITH THE USE OF GASOLINE POWERED TOOLS WHILE ON THE ROOF IS PROHIBITED. CONTRACTOR TO COORDINATE WITH THE VA POWER REQUIREMENTS FOR ALL ELECTRIC POWERED TOOLS. O. CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES AND COORDINATE TRASH REMOVAL WITH THE VA. CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES AND COORDINATE TRASH REMOVAL WITH THE VA. P. TEMPORARY CONTINUOUS CONSTRUCTION FENCING MUST BE IN PLACE AROUND THE DESIGNATED STAGING AREA PRIOR TEMPORARY CONTINUOUS CONSTRUCTION FENCING MUST BE IN PLACE AROUND THE DESIGNATED STAGING AREA PRIOR TO THE START OF ANY WORK. GC TO COORDINATE LOCATION WITH THE VA.
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CODE & GENERAL NOTES
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1. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AND OTHER PROTECTIVE MEASURES NECESSARY TO PROTECT CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AND OTHER PROTECTIVE MEASURES NECESSARY TO PROTECT EXISTING CONDITIONS AND TO PREVENT UNAUTHORIZED ENTRY INTO POTENTIAL FALL ZONE. 2. CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS CONCERNING FALL PROTECTION TO ENSURE SAFETY FOR ALL CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS CONCERNING FALL PROTECTION TO ENSURE SAFETY FOR ALL WORKERS, THE GENERAL PUBLIC AND THE SURROUNDING ENVIRONMENT. CONTRACTOR SHALL TAKE MEASURES TO ENSURE SAFETY AT THE SITE 24/7 FOR THE ENTIRE DURATION OF CONSTRUCTION. 2A. EACH EMPLOYEE MORE THAN 6' ABOVE A LOWER LEVEL SHALL BE PROTECTED FROM FALLS BY GUARDRAILS, A SAFETY NET SYSTEM OR A FALL ARREST SYSTEM. FALL ARREST SYSTEM INCLUDES HARNESSES, COMPONENTS OF THE HARNESS/BELT SUCH AS DEE-RINGS, AND SNAP HOOKS, LIFELINES, AND ANCHORAGE POINTS. 2B. WORK INCLUDES THE TEMPORARY REMOVAL OF EXISTING GUARDRAILS FROM THE 4TH FLOOR ROOF AND PENTHOUSE FOR INSTALLATION OF NEW ROOFING. CONTRACTOR SHALL BE AWARE OF ADDED RISK AND SHALL ENSURE WORKERS ABIDE BY ALL REGULATIONS AND SAFETY REQUIREMENTS. 2C. CONTRACTOR TO PROVIDE OSHA COMPLIANT SAFETY/FALL PROTECTION PLAN FOR VA APPROVAL PRIOR TO ANY CONTRACTOR TO PROVIDE OSHA COMPLIANT SAFETY/FALL PROTECTION PLAN FOR VA APPROVAL PRIOR TO ANY WORK. 3. CONTRACTOR IS REQUIRED TO PROVIDE SCAFFOLDING STAIR TOWERS FOR ACCESS TO AND FROM THE 1ST FLOOR CONTRACTOR IS REQUIRED TO PROVIDE SCAFFOLDING STAIR TOWERS FOR ACCESS TO AND FROM THE 1ST FLOOR ROOF AND THE 4TH FLOOR ROOFS. THE PENTHOUSE ROOF MAY BE ACCESS FROM THE PENTHOUSE VIA THE 4TH FLOOR ROOFS. INTERIOR HOSPITAL STAIR TOWERS ARE OFF LIMITS TO THE CONTRACTOR AND ALL CONSTRUCTION WORKERS. 4. A DISPOSAL CHUTE SHALL BE ERECTED TO DIRECT WASTE TO A WASTE CONTAINER TO BE LOCATED ON THE EAST A DISPOSAL CHUTE SHALL BE ERECTED TO DIRECT WASTE TO A WASTE CONTAINER TO BE LOCATED ON THE EAST SIDE OF THE HOSPITAL (SEE ADJACENT PLAN). FINAL LOCATION TO BE COORDINATED WITH THE VA. 5. CONTRACTOR SHALL RESTORE/REPAIR ANY AREA DAMAGED BY CONSTRUCTION BACK TO ORIGINAL CONDITIONS PRIOR CONTRACTOR SHALL RESTORE/REPAIR ANY AREA DAMAGED BY CONSTRUCTION BACK TO ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SIDEWALK SHEDDING AND SAFETY NETTING PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SIDEWALK SHEDDING AND SAFETY NETTING PRIOR TO THE COMMENCEMENT OF DEMOLITION AND SHALL NOT BE REMOVED UNTIL THE EXTERIOR WORK IS COMPLETED AND ALL CHUTES, SCAFFOLDS, TEMPORARY STAIRS AND HOISTING EQUIPMENT HAVE BEEN DISMANTLED AND REMOVED FROM THE SITE. CONTRACTOR TO SUBMIT PLAN INDICATING PEDESTRIAN BARRICADES TO REDIRECT PATIENTS, VISITORS, EMPLOYEES, ETC. DURING SCAFFOLDING ERECTION AND REMOVAL. 7. CONTRACTOR SHALL BE REQUIRED TO SUBMIT SIGNED AND SEALED ENGINEERED SHOP DRAWINGS FOR THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT SIGNED AND SEALED ENGINEERED SHOP DRAWINGS FOR THE SHEDDING. SHEDDING SHALL BE CONSTRUCTED TO CARRY A LIVE LOAD OF AT LEAST 300LBS/SQ FT. ANY ITEMS PLACED ON OR ATTACHED TO THE SHED SHALL BE CONSIDERED IN THE DESIGN OF THE SIDEWALK SHED. 8. CONTRACTOR SHALL CONSTRUCT THE SIDEWALK SHEDDING OUT OF WOOD, STEEL OR OTHER MATERIALS POSSESSING CONTRACTOR SHALL CONSTRUCT THE SIDEWALK SHEDDING OUT OF WOOD, STEEL OR OTHER MATERIALS POSSESSING EQUIVALENT OR GREATER STRENGTH AND SUITABILITY. 8A. VERTICAL MEMBERS AND BEAMS SHALL BE ADEQUATELY BRACED AND CONNECTED TO PREVENT DISPLACEMENT OR DISTORTION OF THE FRAMEWORK. 8B. VERTICAL MEMBERS OF SHEDDING SHALL BE PLUMB, WITH A TOLERANCE OF L/100, WITH L MEASURED AS THE DISTANCE FROM THE GROUND TO THE FIRST X-BRACE OR BOTTOM OF BEAM. 8C. VERTICAL MEMBERS PLACED ON THE SIDEWALK SHALL NOT BE PLACED CLOSER THAN 18" TO THE FACE OF THE CURBLINE. 8D. VERTICAL MEMBERS SHALL BE PLACED AT LEAST 7' FROM THE EDGE OF A CURB CUT OR VEHICULAR ACCESS POINT. IF NECESSARY TO BE PLACED CLOSE, VERTICAL MEMBERS SHALL BE PROTECTED AGAINST DISPLACEMENT BY VEHICLES OR SHALL BE IDENTIFIED WITH HIGH VISIBILITY MARKINGS. 9. IF THE CONTRACTOR CHOOSES TO INSTALL SAFETY NETTING AS PART OF THEIR SAFETY PLAN, NETTING SHALL BE IF THE CONTRACTOR CHOOSES TO INSTALL SAFETY NETTING AS PART OF THEIR SAFETY PLAN, NETTING SHALL BE DESIGNED AND TESTED TO MEET OR EXCEED ANSI A10.11. CONTRACTOR WILL BE REQUIRED TO PROVIDE SHOP DRAWINGS INDICATING ANCHORAGE AND COMPONENT DETAILS. 10. CONTRACTOR TO PROVIDE SUBMITTAL FOR SCAFFOLDING, TRASH CHUTE, PERIMETER FENCING, DUMPSTER LOCATIONS CONTRACTOR TO PROVIDE SUBMITTAL FOR SCAFFOLDING, TRASH CHUTE, PERIMETER FENCING, DUMPSTER LOCATIONS AND TRAILER FOR VA APPROVAL. 11. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL EXPOSED AREAS FROM INCLEMENT WEATHER DURING ENTIRE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL EXPOSED AREAS FROM INCLEMENT WEATHER DURING ENTIRE DURATION OF CONSTRUCTION. 12. CONTRACTOR TO IMPLEMENT DUST CONTROL MEASURES DURING CONSTRUCTION. CONTRACTOR TO IMPLEMENT DUST CONTROL MEASURES DURING CONSTRUCTION. 13. NORMAL CONSTRUCTION WORK HOURS AT THE VAMC ARE 8:00AM TO 4:30PM, MONDAY TO FRIDAY, EXCLUDING NORMAL CONSTRUCTION WORK HOURS AT THE VAMC ARE 8:00AM TO 4:30PM, MONDAY TO FRIDAY, EXCLUDING FEDERAL HOLIDAYS. CONTRACTOR TO OBTAIN WRITTEN CONSENT FROM VA COR IF WORK IS TO BE PERFORMED AT TIMES OTHER THAN NORMAL WORKING HOURS. ANY CHANGE IN WORK SCHEDULE REQUIRED TO BE AT NO EXPENSE TO THE GOVERNMENT. 14. IN THE EVENT THAT NOISE DISRUPTS THE MEDICAL CENTER OPERATIONS, THE CONTRACTOR SHALL STOP THE WORK IN THE EVENT THAT NOISE DISRUPTS THE MEDICAL CENTER OPERATIONS, THE CONTRACTOR SHALL STOP THE WORK IMMEDIATELY AS DIRECTED BY THE VA COR AND WILL WORK DURING THE HOURS THAT HAVE THE LEAST IMPACT ON THE PATIENT AND THE STAFF AT NO ADDITIONAL COST TO THE GOVERNMENT. 15. CONTRACTOR SHALL CONTACT THE VA COR AND SUBMIT AN RFI FOR ANY UNFORESEEN CONDITIONS OR OTHER CONTRACTOR SHALL CONTACT THE VA COR AND SUBMIT AN RFI FOR ANY UNFORESEEN CONDITIONS OR OTHER CAUSE THAT NECESSITATES DEVIATION FROM THE CONTRACT DOCUMENTS. 16. CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY WORK SITE. ALL TRASH AND DEMOLISHED MATERIALS SHALL CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY WORK SITE. ALL TRASH AND DEMOLISHED MATERIALS SHALL BE REMOVED PROMPTLY FROM THE SITE. 17. ANY DISMANTLING, DEMOLITION, OR REMOVAL OF IMPROVEMENT, THE CONTRACTOR SHALL PROVIDE APPROPRIATE ANY DISMANTLING, DEMOLITION, OR REMOVAL OF IMPROVEMENT, THE CONTRACTOR SHALL PROVIDE APPROPRIATE SAFETY BARRICADES (ORANGE FENCING), SIGNS, AND SIGNAL LIGHTS; COMPLY WITH OSHA STANDARDS AND ENSURE ANY ADDITIONAL MEASURE THE CONTRACTING OFFICER DETERMINES TO BE REASONABLY NECESSARY.
GENERAL SITE NOTES
Asbestos-Containing Materials Quantity Table
Location Material Quantity
ASBESTOS ABATEMENT SYMBOLS LEGEND:
GENERAL NOTES:
1. Asbestos abatement shall be performed in accordance with the specification and applicable regulations. Personnel holding current New York State Department of Labor (NYSDOL) asbestos handler's certificates shall perform the work. Additionally, the Contractor must employ NYSDOL certified supervisors to be on the work site for all abatement activities. The contractor must be currently licensed by the NYSDOL. All certificates and licenses are to be readily available for verification by the Veterans Affairs Medical Center.
2. Contractor is responsible for removal and disposal of all asbestos-containing materials and asbestos-contaminated materials within the specified areas.
3. Contractor is responsible for verification of all quantities of asbestos-containing materials.
4. Contractor is responsible for precleaning any existing asbestos contamination, dust and debris within the removal areas.
5. Contractor is responsible for maintaining the integrity of building finishes. The contractor shall repair any and all damages caused by abatement activities or his personnel.
6. Contractor is solely responsible for all means, methods, techniques, sequences and procedures and for coordinating all portions of the scope of work under this contract.
7. Work will be phased to accommodate the VAMC facility requirements. Work hours will be from 6am to 2pm. This will allow the roofing contractor time each day to install the new roof.
All scheduling is to be coordinated and in agreement with the architect, consultant and VAMC.
ASBESTOS ABATEMENT NOTES:
1. The Contractor is to remove the ACM's in accordance with New York State Department of Labor
(NYSDOL) Industrial Code Rule 56 (12 NYCRR Part 56), the VAMC specification and applicable federal regulations (USEPA and OSHA). Where there is an overlap the most stringent regulation shall apply.
2. The 4th floor roofs of Building 200 are being removed and replaced. Asbestos has been identified in the roof flashing (ACM's) of those roofs. This ACM must be removed so that the new roofs can be installed.
3. Asbestos roof flashing is present on or around the roof drains, masonry, parapets, stanchions, dunnage, roof curbs, exhaust ducts, vent pipes, HVAC equipment pads, roof hatches, mechanical equipment, structural members, electrical equipment, pitch pockets, patches and repairs. Asbestos roof flashing must be removed from these materials and where ever else it is encountered. The roofing abatement shall include the removal and disposal of all layers of roof flashing including insulation. The roof flashing shall be removed down to the structural substrate.
4. Roof flashing removal shall be performed in accordance with 12 NYCRR Part 56 Section 56-11.6 (Exterior Project Removal of Non-friable ACM Roofing). The asbestos abatement contractor shall coordinate his work with the general contractor so that the building is not left open to water damage and inclement weather. The work area shall be an area demarcated with “Danger-Asbestos” signs and red warning tape placed at a minimum distance of 25' in every direction. Only certified workers and authorized visitors shall be permitted in the work area during asbestos abatement activities.
Asbestos abatement activities and general contracting work shall not be permitted to occur at the same time in an asbestos abatement work area. Simultaneous general contracting work shall occur at least 25' away from the asbestos abatement work on the outside of the building.
5. Outdoor work areas shall not require clearance air samples. The outdoor work areas will be considered abated when there is no visible debris or dust remaining and the VPIH has performed a successful visual inspection.
5. The contractor shall locate his remote personnel and waste decontamination unit(s) on the 4th floor roofs. The waste dumpster shall be located in the loading dock parking lot.
6. The contractor shall be responsible for any and all damages resulting from asbestos abatement activities.
7. All utilities, mechanical systems and piping shall be locked out and tagged before the contractor is to begin abatement activities. Mechanical and electrical systems, which cannot be locked out and tagged, shall be protected and supported throughout asbestos abatement activities. There is limited electrical service on the roof which is not adequate for this project. The contractor must provide a generator for all his electricity requirements.
8. The asbestos contractor shall file a courtesy notification for the roof removal work as a large project with the New York State Department of Labor.
9. The contractor shall comply with all regulations concerning OSHA fall protection. Additionally, the contractor is further advised that there is a limited parapet on the roofs.
10. HVAC intakes and exhaust, vents and drains that can not be shutoff or sealed with two (2) layers of 6-mil plastic sheeting must be extended using an airtight rigid sheathing to a minimum height of ten feet (10') above the work area during roof abatement.
11. The contractor will be required to provide a scaffolding stair tower for access to and from the roof work areas. The contractor shall not be allowed to use the stairs or elevators of Building 200 for access to the roof. Additionally, the passenger and freight elevators will not be available to the contractor for use on this project.
1 1
4TH FLOOR ROOF-ASBESTOS ABATEMENT PLAN:
KEY MAP - BLDG 200, VAMC NORTHPORT
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
100% BID PACKAGEOffice 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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Asbestos Abatement Consultant:
Project Director
12 MAY 2020 TGE EDSRevisions: Date:
632-16-104
79 MIDDLEVILLE RD, NORTHPORT, NY 11768
ROOF REPLACEMENT
AT THE NORTHPORT VAMC
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
EGAN ENVIRONMENTAL CONSULTING, INC.
14 HIGH STREET
MAHWAH, NEW JERSEY 07430
P: 914.320.7924 H-101
4th FLOOR ROOF
ASBESTOS ABATEMENT PLAN
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Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% BID PACKAGEOffice 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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Asbestos Abatement Consultants:
Project Director
12 MAY 2020 RD TRBRevisions: Date:
632-16-104
79 MIDDLEVILLE RD, NORTHPORT, NY 11768
ROOF REPLACEMENT
AT THE NORTHPORT VAMC
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
EGAN ENVIRONMENTAL CONSULTING, INC.
14 HIGH STREET
MAHWAH, NEW JERSEY 07430
P: 201.848.7790
KEY MAP - BLDG 200, VAMC NORTHPORT
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AutoCAD SHX Text 1 NORTH A 2,405 SF 2,405 SF SF 1 NORTH B 4,445 SF 4,445 SF SF 1 NORTH C 2,405 SF 2,405 SF SF 1 EAST A 4,665 SF 4,665 SF SF 1 EAST B 4,355 SF 4,355 SF SF 1 EAST C 4,635 SF 4,635 SF SF 1 SOUTH A 2,325 SF 2,325 SF SF 1 SOUTH B 4,420 SF 4,420 SF SF 1 SOUTH C 2,325 SF 2,325 SF SF 1 WEST A 4,665 SF 4,665 SF SF 1 WEST B 2,500 SF 2,500 SF SF 1 WEST C 4,635 SF 4,635 SF SF TOTAL 43,780 SF43,780 SFSF
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1. EXISTING ROOF CONSTRUCTION: CONCRETE STRUCTURAL SLAB W/ LIGHTWEIGHT PERLITE CONCRETE TOPPING SLOPED TO DRAIN. 3"TH POLYISOCYANURATE INSULATION BOARD W/ 3-PLY BUILT-UP ROOFING W/ GLAZE COAT AND ALUMINIZED ASPHALT COATING. 2. EXISTING EQUIPMENT, VENTS AND DRAINS SHOWN (AT APPROXIMATE LOCATIONS) AT TIME OF DOCUMENTATION. CONTRACTOR TO FIELD VERIFY AND NOTE ANY CHANGES PRIOR TO CONSTRUCTION START. 3. EXISTING BUILT-UP ROOFING & INSULATION BOARD DOWN TO THE LIGHTWEIGHT SLOPED CONCRETE TO BE FULLY REMOVED AND REPLACED WITH NEW ROOFING. DEMOLITION TO INCLUDE BUILT UP ROOFING SYSTEM IN ITS ENTIRETY, ALL INSULATION BOARD, ALL ROOF DRAINS, ALL ROOFTOP EXPANSION JOINTS, ALL ROOFTOP AREA DIVIDERS, ALL ROOFTOP PERIMETER EDGE FLASHING, AND ALL EQUIPMENT CURB FLASHING. SEE DWG'S A-501 & A-502 FOR DETAILS OF PROPOSED NEW DETAILS TO COORDINATE EXTENT OF DEMOLITION. 4. SLOPED TO DRAIN LIGHTWEIGHT PERLITE CONCRETE TO BE DEMOLISHED IN SELECT AREAS SHOWN ON THE ROOF PLANS (APPROX 16,305 SF OF FIRST FLOOR ROOF AREA SHOWN). PRIOR TO THE LIGHTWEIGHT CONC DEMOLITION, GC TO CONDUCT NEW ROOF INFRARED SCAN (SEE SPECS) TO CONFIRM WET AREAS AND PULL TEST TO BE CONDUCTED TO FINALIZE DEMOLITION AREA SCOPE. EXISTING LIGHTWEIGHT CONC THAT PASSES PULL TESTS WILL RESULT IN A SMALLER AREA REQUIRED TO BE DEMOLISHED. GC TO COORDINATE WITH VA COR. 5. GC TO PROVIDE DEMOLITION AND ROOF REPLACEMENT PHASING SCHEDULE FOR VA APPROVAL.
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KEY MAP - BLDG 200, VAMC NORTHPORT
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
100% BID PACKAGEOffice 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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Asbestos Abatement Consultants:
Project Director
12 MAY 2020 RD TRBRevisions: Date:
632-16-104
79 MIDDLEVILLE RD, NORTHPORT, NY 11768
ROOF REPLACEMENT
AT THE NORTHPORT VAMC
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
EGAN ENVIRONMENTAL CONSULTING, INC.
14 HIGH STREET
MAHWAH, NEW JERSEY 07430
P: 201.848.7790
PENTHOUSE - LOOKING NE
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NORTHWEST TOWER
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NORTHEAST TOWER
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WEST LINK
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EAST LINK
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SOUTHWEST TOWER
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SOUTHEAST TOWER
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PENTHOUSE
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ROOF 1 BELOW - SEE A-101
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ROOF 1 BELOW - SEE A-101
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ROOF 1 BELOW - SEE A-101
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ROOF 1 BELOW - SEE A-101
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EXPANSION JOINT TO BE REPLACED
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MECH EQUIPMENT & CURB, TYP.
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PLUMBING VENT, TYP.
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ROOF DRAIN TO BE REPLACED, TYP.
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LINE OF EXISTING LIGHTWEIGHT CONC SLOPED TO DRAIN, TYP
AutoCAD SHX Text AT THE TIME OF THE SURVEY, NEW PENTHOUSE COOLING EQUIPMENT AND PIPING WAS BEING INSTALLED. DRAWING MAY NOT ACCURATELY REFLECT FINAL CONFIGURATION - GC TO FIELD VERIFY
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PIPE RAILING
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PRECAST COPING
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MASONRY WALL
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RAISED EQUIP DUCTWORK
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REMOVE ABANDONED PIPING - INFILL NEW VOIDS TO MATCH ADJACENT
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RAISED EQUIPMENT PAD
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RAISED EQUIPMENT DUCTWORK - SEE 5/A-102
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FLOATING STAIRS SET ON PRECAST PAVERS
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RAISED EQUIP DUCTWORK
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VENT STACK
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CONDENSER
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ROOF HATCH
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ROOF DRAINS TO BE REPLACED, TYP.
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LINE OF EXISTING LIGHTWEIGHT CONC SLOPED TO DRAIN, TYP
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PLUMBING VENT, TYP.
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AREA DIVIDER ROOF CURB TO BE REPLACED, TYP.
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MECH EQUIPMENT & CURB, TYP.
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AREAS OF LIGHTWEIGHT CONC (LWC) TO BE REMOVED - SEE NOTE 4
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EXISTING THRU-WALL FLASHING TO REMAIN, TYP. SEE DETAIL 10/A-501
AutoCAD SHX Text ALL EXISTING ROOFING AND INSULATION TO BE REMOVED AND REPLACED, TYP. - SEE NOTE 3
AutoCAD SHX Text ALL EXISTING ROOFING AND INSULATION TO BE REMOVED AND REPLACED, TYP. - SEE NOTE 3
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REMOVE ABANDONED CURBS AND PITCH POCKETS. INFILL NEW VOIDS TO MATCH ADJACENT
AutoCAD SHX Text REMOVE ABANDONED CURBS, SUPPORTS AND PITCH POCKETS, TYP. INFILL NEW VOIDS TO MATCH ADJACENT
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AREAS OF LIGHTWEIGHT CONC (LWC) TO BE REMOVED, TYP - SEE NOTE 4
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AutoCAD SHX Text EXISTING PITCH POCKET EXISTING VENT EXISTING MECH EQUIPMENT & CURB EXISTING VENTILATOR EXISTING LIGHTNING CABLE GROUND EXISTING ROOF DRAIN & EXIST LIGHTWEIGHT PERLITE CONC SLOPED TO DRAIN (DRAIN TO BE REPLACED) AREA OF WET INSULATION PER INFRARED SCAN (SEE INCLUDED REPORT) & AREA OF LIGHTWEIGHT PERLITE CONC TO BE REMOVED PROPOSED AREA BEYOND WET INSULATION TO BE INCLUDED IN THE LIGHTWEIGHT PERLITE CONC REMOVAL
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AutoCAD SHX Text NORTHWEST TOWER 9,780 SF 9,780 SF SF NORTHEAST TOWER 9,780 SF 9,780 SF SF WEST LINK 935 SF 935 SF SF EAST LINK 935 SF 935 SF SF SOUTHWEST TOWER 9,780 SF 9,780 SF SF SOUTHEAST TOWER 9,780 SF 9,780 SF SF PENTHOUSE 4,055 SF 4,055 SF SF TOTAL 45,045 SF45,045 SFSF
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FOURTH FLOOR ROOF & PENTHOUSE AREAS
AutoCAD SHX Text ROOF AREAS LISTED ARE APPROXIMATE. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL AREAS
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SYMBOL KEY
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1. EXISTING ROOF CONSTRUCTION: CONCRETE STRUCTURAL SLAB W/ LIGHTWEIGHT PERLITE CONCRETE TOPPING SLOPED TO DRAIN. 3"TH POLYISOCYANURATE INSULATION BOARD W/ 3-PLY BUILT-UP ROOFING W/ GLAZE COAT AND ALUMINIZED ASPHALT COATING. 2. EXISTING EQUIPMENT, VENTS AND DRAINS SHOWN (AT APPROXIMATE LOCATIONS) AT TIME OF DOCUMENTATION. CONTRACTOR TO FIELD VERIFY AND NOTE ANY CHANGES PRIOR TO CONSTRUCTION START. 3. EXISTING BUILT-UP ROOFING & INSULATION BOARD DOWN TO THE LIGHTWEIGHT SLOPED CONCRETE TO BE FULLY REMOVED AND REPLACED WITH NEW ROOFING. DEMOLITION TO INCLUDE BUILT UP ROOFING SYSTEM IN ITS ENTIRETY, ALL INSULATION BOARD, ALL ROOF DRAINS, ALL ROOFTOP EXPANSION JOINTS, ALL ROOFTOP AREA DIVIDERS, ALL ROOFTOP PERIMETER EDGE FLASHING, AND ALL EQUIPMENT CURB FLASHING. SEE DWG'S A-501 & A-502 FOR DETAILS OF PROPOSED NEW DETAILS TO COORDINATE EXTENT OF DEMOLITION, 4. SLOPED TO DRAIN LIGHTWEIGHT PERLITE CONCRETE TO BE DEMOLISHED IN SELECT AREAS SHOWN ON THE ROOF PLANS (APPROX 16,305 SF OF FIRST FLOOR ROOF AREA SHOWN). PRIOR TO THE LIGHTWEIGHT CONC DEMOLITION, GC TO CONDUCT NEW ROOF INFRARED SCAN (SEE SPECS) TO CONFIRM WET AREAS AND PULL TEST TO BE CONDUCTED TO FINALIZE DEMOLITION AREA SCOPE. EXISTING LIGHTWEIGHT CONC THAT PASSES PULL TESTS WILL RESULT IN A SMALLER AREA REQUIRED TO BE DEMOLISHED. GC TO COORDINATE WITH VA COR. 5. GC TO PROVIDE DEMOLITION AND ROOF REPLACEMENT PHASING SCHEDULE FOR VA APPROVAL.
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4 ROOF NW TOWER
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4 ROOF NE TOWER
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4 ROOF SW TOWER
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4 ROOF SE TOWER
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PENTHOUSE ROOF
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1 ROOF WEST
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1 ROOF NORTH
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1 ROOF EAST
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1 ROOF SOUTH
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INTENSIVE CARE (NIC)
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AMB (NIC)
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(NIC)
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ENTRY ADDITION (NIC)
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PARTIAL FIRST FLOOR ROOF PLAN
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ROOF PLAN
KEY MAP - BLDG 200, VAMC NORTHPORT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawi…
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