Drawings - Project 632-22-132.pdf

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

T-100

TITLE SHEET AND DRAWING LIST

SS

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KEY PLAN

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AREA OF WORK

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NORTHPORT VA MEDICAL CENTER

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REPLACE REVOLVING DOOR 200N

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DEPARTMENT OF VETERANS AFFAIRS

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NORTHPORT, NEW YORK 11768

AutoCAD SHX Text MH-001 MECHANICAL NOTES, SYMBOLS, ABBREVIATIONS AND LEGEND MH-101 MECHANICAL DEMOLITION AND NEW WORK PART PLANS MH-401 MECHANICAL DETAILS AND SCHEDULES

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MECHANICAL

AutoCAD SHX Text T-100 TITLE SHEET AND DRAWING LIST G-001 GENERAL NOTES, ABBREVIATIONS, SYMBOLS GENERAL NOTES, ABBREVIATIONS, SYMBOLS G-002 PHASING PLAN A-100 DEMOLITION PLAN DEMOLITION PLAN A-101 CONSTRUCTION PLAN A-102 REFLECTED CEILING PLAN A-103 FLOOR PLAN A-200 EXTERIOR AND INTERIOR ELEVATIONS

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ARCHITECTURAL

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DRAWING LIST

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LOCATION PLAN

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PROJECT NUMBER 632-22-132

AutoCAD SHX Text E-001 ELECTRICAL NOTES AND SYMBOLS E-101 ELECTRICAL DEMOLITION AND LIGHTING PLANS E-102 ELECTRICAL POWER PLANS

AutoCAD SHX Text SP-101 SPRINKLER SCHEDULE, DEMOLITION & NEW WORK PART PLANS, NOTES, SYMBOLS, DETAILS

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ELECTRICAL

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FIRE PROTECTION

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BUILDING 200N - 1ST FLOOR

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UNITED STATES

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

¾

¾

GENERAL NOTES, ABBREVIATIONS,

SYMBOLS

G-001

SS

DRAWINGS & INSTRUCTIONS 1. ALL INDICATED ITEMS ARE "NEW" AND ARE TO BE FURNISHED AND INSTALLED EXCEPT WHERE "EXISTING" IS INDICATED. 2. THE WORD "PROVIDE" MEANS THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT, TO FURNISH AND INSTALL AND TO COMPLETE AND MAKE FULLY OPERATIONAL. 3. THE WORD "INDICATED" MEANS SHOWN OR POINTED OUT. 4. FURNISH ALL, LABOR, MATERIALS, EQUIPMENT, SYSTEMS AND PROCEDURES TO REMOVE, RECONSTRUCT, RENOVATE AND PROVIDE NEW, THE WORK DESCRIBED HEREIN AND IN OTHER CONTRACT DOCUMENTS FOR THIS PROJECT. 5. COORDINATING THE WORK OF ALL TRADES AND SUBCONTRACTORS. 6. CONFIRM, VERIFY AND CORRELATE ALL QUANTITIES AND DIMENSIONS. SELECT FABRICATION PROCESSES, SEQUENCES AND TECHNIQUES OF CONSTRUCTION. 7. ORDER ALL LONG LEAD ITEMS AT THE STARTING DATE OF CONSTRUCTION BUT NOT PRIOR TO GOVERNMENT APPROVAL. 8. ACCEPTANCE OF ANY WORK BY THE COTR SHALL NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS. 9. UNLESS OTHERWISE NOTED, ALL DIMENSIONS GIVEN FOR PARTITIONS ARE FROM FINISH SURFACE TO FINISH SURFACE. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS LOCATING PLUMBING FIXTURES ARE FROM FINISH SURFACE OF PARTITION TO CENTERLINE OF FIXTURE. 10. ATTACHMENTS, FASTENERS AND/OR ANY SUPPORTS SHALL NOT BE PERMITTED ON THE EXISTING CEILING. ANY BUILDING COMPONENT OR ITEM THAT MUST BE SUPPORTED FROM THE CONCRETE FLOOR SLAB. 11. PENETRATIONS THROUGH THE EXISTING CEILING SHALL BE PERMITTED FOR ACCESS TO THE UNDERSIDE OF FLOOR SLAB. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR RESTORING ANY DAMAGE TO THE EXISTING CEILING AT HIS OWN EXPENSE AND MUST OBTAIN THE COR'S ACCEPTANCE. 12. U.O.N., INCLUDING THE FLOORS BELOW/ABOVE WHERE WORK IS REQUIRED, PROVIDE MINIMUM 24 INCH X 24 INCH ACCESS PANELS IN ALL NEW AND FURRED GYPSUM BOARD WALLS AND CEILINGS WHERE ACCESS IS REQUIRED TO ACCESS PANELS ON EXISTING WALLS AND CEILINGS AND ANY DUCTWORK, PLUMBING, ELECTRICAL AND SPRINKLER SYSTEM. 13. ALL FINISHES AND COLORS NOT SHOWN ON THE DRAWINGS AND SPECIFICATIONS SHALL BE SELECTED BY THE GOVERNMENT. 14. ANY CHANGES TO THE PLANS, (I.E. PARTITIONS, CHASE WALLS, ETC.) MUST BE SUBMITTED WITH A DWG THAT CLEARLY DESCRIBES THE CONDITIONS AND MUST BE APPROVED BY THE GOVERNMENT PRIOR TO INSTALLATION OF ANY WORK.

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GENERAL NOTES

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ABBREVIATIONS

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1. ALL WORK SHALL BE PERFORMED, MONDAY THRU FRIDAY, DURING NORMAL BUSINESS HOURS OF 8:00AM - 4:30PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS, EXCEPT AS APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE REQUIRED TO WORK PRIME TIME AND OVERTIME TO COMPLETE OR CONSTRUCT PORTIONS OF THIS WORK. THIS SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 2. CONTRACTOR SHALL ABIDE BY THEIR OWN EXPENSE TO THE LATEST EDITIONS OF ALL OSHA REGULATIONS AND REQUIREMENTS. 3. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL EXISTING UTILITIES, EXISTING CONDITIONS, FIELD MEASUREMENTS, DIMENSIONS, QUANTITIES, RELATED TO THE PROJECT. 4. IT IS RECOMMENDED THAT THE CONTRACTOR PERFORM A DOCUMENTED SITE VISIT PRIOR TO BID. 5. CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL MATERIALS USED FOR CONSTRUCTION AND ALL EQUIPMENT INTENDED FOR INSTALLATION IN THIS PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE LOCATION, DEPTH, DIRECTION, SIZE, OF ANY AND ALL UTILITIES EXISTING IN THE GENERAL VICINITY OF THE WORK AREA. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY DISRUPTED, BROKEN, OR OTHERWISE RENDERED NON-FUNCTIONABLE DUE TO THE WORK PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT DURING THIS COURSE OF WORK. THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR TO THE START OF WORK TO THE CONTRACTING OFFICER. IDENTIFICATION OF SUCH AFTER THE START OF WORK SHALL BE DEEMED AS DISTURBED/DAMAGED BY THE CONTRACTOR AND SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK. 8. THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE END OF EACH WORKING DAY. THE WORK SITE SHALL NOT BE LEFT UNATTENDED AT ANY TIME BY THE CONTRACTOR, UNLESS THE WORK AREA IS PROPERLY SECURED BY THE CONTRACTOR. 9. THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY OF THE WORKSITE AND TAKE ALL ACTIONS TO ELIMINATE ANY SAFETY HAZARDS THAT SHALL EXIST AND POSE A THREAT OF HARM TO PATIENTS, EMPLOYEES OF THE GOVERNMENT, EMPLOYEES OF THE CONTRACTOR OR OTHER(S). IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE IMMEDIATE ACTION TO ALLEVIATE ANY SAFETY HAZARD THAT MAY EXIST WITHOUT DIRECTION FROM THE CONTRACTING OFFICER OR HIS DESIGNEE. THE CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION TO ALLEVIATE ANY SAFETY HAZARD, CONDITION, ETC., AS INDICATED BY THE CONTRACTING OFFICER. 10. ALL WORK SHALL BE AS DIRECTED BY THE COR OF THE DEPARTMENT OF VETERANS AFFAIRS. 11. THERE SHALL BE NO CLAIMS AGAINST THE DEPARTMENT OF VETERANS AFFAIRS FOR WORK STOPPAGES DUE TO ACTS OF GOD, WEATHER CONDITIONS, STOP WORK ORDERS (VERBAL AND/OR WRITTEN), UNDERESTIMATION OF WORK, ESTIMATED QUANTITIES, MATERIALS, SUPPLIES, TOOLS, CORRECTION OF SAFETY PROBLEMS, OR ANY OTHER REASON. 12. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE DEPARTMENT OF VETERANS AFFAIRS AN "AS CONSTRUCTED DRAWING" FOR THE WORK. THIS DRAWING SHALL BE SUBMITTED ON MYLAR REPRODUCIABLE, 28" BY 40", COMPLETE WITH 2 COPIES. THIS DRAWING SHALL BE TECHNICALLY CORRECT AND DRAWN ACCORDING TO SOUND ENGINEERING PRINCIPLES. THIS SHALL SHOW ALL ELEVATIONS, DISTANCES, DIAMETERS, SCHEDULES, MATERIALS INSTALLED, SEQUENCE OF OPERATIONS OF ANY AND ALL ITEMS TO THE DEPARTMENT OF VETERANS AFFAIRS. CONTRACTOR IS ADVISED THAT THEY ARE RESPONSIBLE TO MAINTAIN ALL MEASUREMENTS DURING THE COURSE OF THIS PROJECT AND DIMENSIONS MISSING ON THE MYLAR SHALL NOT BE ACCEPTABLE. FINAL PAYMENT SHALL NOT BE PROVIDED UNTIL THIS DRAWING IS SUBMITTED AND APPROVED. A COMPLETE, ACCEPTABLE, SEPARATE, ENGINEERING "AS CONSTRUCTED DRAWING" IS REQUIRED FOR EACH UTILITY. 13. CONTRACTOR SHALL SAW CUT WITH PROPER BLADE ANY CONCRETE ENCOUNTERED IN THE COURSE OF THIS WORK. ALL HOLES SHALL BE CORED DRILLED WITH DIAMOND CORE BITS. THE USE OF ANY VIBRATORY TOOLS SUCH AS A JACK HAMMERS IS PROHIBITED. 14. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE MEDICAL CENTER DAILY AND DISPOSE OF SAME OFF THE BASE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 15. CONTRACTOR SHALL BE PROHIBITED FROM USING VA SPACE FOR STORAGE. CONTRACTOR SHALL PROVIDE FOR OWN STORAGE SPACE AND SECURITY. 16. ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, JOURNEYMEN MECHANICS, TO PRODUCE A FIRST CLASS JOB. THE CONTRACTOR IS ADVISED THAT WORK DEEMED. UNSUITABLE, UNACCEPTABLE, SECOND CLASS IN NATURE, BY THE COR SHALL BE DEEMED NON-ACCEPTABLE AND THE CONTRACTOR SHALL REMOVE, REPLACE, RE-DO, TO THE SATISFACTION OF THE DEPARTMENT OF VETERANS AFFAIRS, THE UNACCEPTABLE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT. THERE SHALL BE NO ADDITIONAL CLAIMS AGAINST THE DEPARTMENT OF VETERANS AFFAIRS FOR THE ABOVE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO REROUTE ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS PROJECT. THE CONTRACTOR IS ADVISED THAT THE VETERANS ADMINISTRATION HAS MADE THE ATTEMPT TO IDENTIFY MAJOR UTILITIES TO BE REROUTED. 18. ALL QUANTITIES SHOWN ON THE DRAWING ARE ESTIMATED QUANTITIES ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND ASCERTAIN ALL EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES. 19. THE GOVERNMENT SHALL NOT BE LIABLE FOR EXTRA PAYMENT SHOULD THE CONTRACTOR UNDERESTIMATE QUANTITIES OF MATERIALS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED THAT DRAWINGS ARE AVAILABLE FOR REVIEW FOR ALL UTILITIES. THE CONTRACTOR SHALL BE ADVISED THAT ALL UTILITIES ARE TO BE VERIFIED AND ASCERTAINED IN THE FIELD BY THE CONTRACTOR. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING TO REMAIN WORKING SYSTEMS SUCH AS BUT NOT LIMITED TO THE SECURITY CAMERAS AND PHONE SYSTEM, CAUSED BY CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT THE CONTRACTOR'S EXPENSE. ANY AND ALL TELEPHONE WORK SHALL BE COORDINATED WITH THE TELEPHONE COMPANY ON THE MEDICAL CENTER. 22. CONTRACTOR SHALL INSTALL AND MAINTAIN DUST BARRIERS AS DIRECTED BY THE CONTRACTING OFFICER. DUST MUST BE CONTROLLED AND CONTAINED IN A QUALITY MANNER SO AS TO NOT DISRUPT THE NORMAL FLOW OF OPERATIONS. 23. THE GOVERNMENT SHALL NOT BE LIABLE TO THE CONTRACTOR FOR DELAYS DUE TO NON-DELIVERY OF MATERIALS, WEATHER DELAYS, MANPOWER SHORTAGE, SUBMITTAL DELAYS, SUBMITTAL RETURNS, WORK STOPPAGES BY REPRESENTATIVES OF THE GOVERNMENT, FOR ANY REASON, SAFETY DELAYS, REMOVAL AND REPLACEMENT OF WORK DEEMED NON-ACCEPTABLE BY THE GOVERNMENT.

AutoCAD SHX Text "CARPENTRY" NOTES: 1. CONTRACTOR SHALL INSTALL DUST BARRIERS AS DIRECTED BY THE CONTRACTING OFFICER. THESE SHALL BE MINIMUM ¾" " PLYWOOD ON GALVANIZED STEEL STUDS WHERE AND WHEN DIRECTED BY THE CONTRACTING OFFICER. PLASTIC BARRIERS, MINIMUM OF 3 MILS THICK, SHALL BE USED AS TEMPORARY DUST BARRIERS AND FURNITURE COVERINGS, AS DIRECTED BY THE VA CONTRACTING OFFICER. 2. CONTRACTOR SHALL USE ONLY MATERIALS, WHICH ARE CLASS A FIRE RATED, IN ALL NEW FINISH WORK. 3. CONTRACTOR SHALL PROTECT ALL SURFACES, NEW AND/OR EXISTING, FROM DAMAGE DUE TO OR CAUSED BY CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH AND INSTALL ALL DOOR HARDWARE AS MANUFACTURED BY "BEST". ALL LOCKSETS SHALL BE SHIPPED TO THE CONTRACTOR WITH CONSTRUCTION CORES. THE VA SHALL CORE EACH LOCK. THE CONTRACTOR SHALL SUPPLY 2 CORE KEYS AND 2 CONSTRUCTION KEYS TO THE GOVERNMENT. 5. CONTRACTOR SHALL FURNISH AND INSTALL WELDED STEEL DOOR FRAMES, THICKNESS AS INDICATED IN THE CONTRACT SPECIFICIATIONS. CONTRACTOR SHALL BE PROHIBITED FROM USING AND INSTALLING KNOCK DOWN DOOR FRAMES. 6. CONTRACTOR SHALL, WHERE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL WOOD DOORS, MINIMUM OF 1¾" THICH, " THICH, STAVED WOOD CORE DOORS AS MANUFACTURED BY WEYHAUSER OR AS APPROVED EQUAL. EACH WOOD DOOR SHALL HAVE WOOD (MAPLE) VENEER AND BE FINISHED NATURALLY. 7. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE VA, COMPLETE DOOR/FRAME/HARDWARE SUBMITTAL AND COMPLETE SHOP DRAWINGS FOR DOORS INSTALLED AS PART OF THIS CONTRACT. 8. CONTRACTOR SHALL PERFORM ALL WORK BY THOSE WHO ARE SKILLED IN THEIR TRADE PRODUCING A FIRST CLASS JOB. NOTE: THE ABOVE NOTES (1 THROUGH 8) ARE APPLICABLE TO ALL TRADES.

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28. THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, UNLESS SAFETY PARTITIONS, SAFETY FENCING ARE INSTALLED AND SECURED. 29. THE CONTRACTOR SHALL PARK IN APPROVED PARKING SPACES ONLY. THE CONTRACTOR SHALL NOT PARK IN FRONT OF THE ENTRANCE OF BUILDING(S) SO AS TO MAINTAIN NORMAL FLOW OF TRAFFIC. 30. THE CONTRACTOR IS ADVISED THAT ANY RIGGING SHALL BE PERFORMED BY PROFESSIONAL RIGGERS AT THE EXPENSE OF THE CONTRACTOR. 31. THE CONTRACTOR SHALL BE ADVISED THAT THERE MAY BE ASBESTOS ENCOUNTERED AT ANY TIME ON THE SITE. THE CONTRACTOR SHALL BE ADVISED THAT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY ASBESTOS ENCOUNTERED AND DISPOSE OF IT PROPERLY OFF THE SITE AND IN ACCORDANCE WITH ALL LOCAL, CITY, STATE, FEDERAL, VA RULES REGULATIONS, LAWS, STATUTES AND OTHERS. 32. THE CONTRACTOR SHALL TURN OVER, TO THE GOVERNMENT, AN END USER WASTE DISPOSAL MANIFEST. 33. THE CONTRACTOR SHALL HAVE ALL ASBESTOS TESTING, MONITORING, REPORTING PERFORMED BY TESTING LABORATORY APPROVED BY THE VA.

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DEMOLITION LINE

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ELEVATION INDICATOR

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CENTER LINE INDICATOR

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EXISTING TO REMAIN LINE

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FEATURES ABOVE LINE INDICATOR

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HIDDEN FEATURES LINE

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NEW LINE

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BREAK, STRAIGHT (SEE SECTION INDICATORS, BUILDING, WITH BREAK STANDARDS)

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DETAIL INDICATOR

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DETAIL INDICATOR

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DOOR OPENING/BORROWED LIGHT IDENTIFIER

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ELEVATION INDICATOR, EXTERIOR

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ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

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ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

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CENTER LINE

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COLUMN GRID

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KEYNOTE

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NORTH ARROW

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NORTH

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EXISTING CONSTRUCTION TO REMAIN

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EXISTING CONSTRUCTION TO BE REMOVED

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NEW CONSTRUCTION

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DETAIL NUMBER

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SHEET WHERE REF.

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SHEET WHERE DRAWN

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BUILDING SECTION INDICATOR

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DETAIL INDICATOR

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ARCHITECTURAL SYMBOLS

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24. PRIOR TO ANY WELDING, CUTTING, BRAZING, SOLDERING, THE CONTRACTOR SHALL OBTAIN A HOT WORK PERMIT FROM THE DEPARTMENT OF VETERANS AFFAIRS FIRE DEPARTMENT. WITHOUT THIS PERMIT, HOT WORK SHALL NOT BE PERMITTED BY THE GOVERNMENT. 25. THE CONTRACTOR SHALL MAINTAIN SECURITY FOR THE WORK AREA AND PROVIDE KEYS TO THE CONTRACTING OFFICER FOR ACCESS. 26. NOT USED. 27. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN CONDITION. THE WORK SITE SHALL BE BROOM CLEANED AT THE END OF EACH WORKING DAY.THE CONTRACTOR SHALL SECURE ALL EXTERIOR WORK AND STAGING AREAS WITH ACCEPTABLE FENCING.

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EXISTING SMOKE RATED BARRIER (30 MIN RATING)

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CONSTRUCTION BARRIER

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PARTITION TYPE

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CEILING HEIGHT

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REVISION NUMBER

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ROOM NAME

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ROOM NUMBER

AutoCAD SHX Text ABA A/C ACC ADJ AFF ALUM ALT ANOD ARCH ASB AT BLDG BET BLK CAB CFL CG CLG CLR CLS COL CONC CONT CORR COTR CMU CS CT DEM DET DIAM DIM DF DN DR DWG ELEC ELEV ENC EQ EQP EXH EXP EXT EXT'G EXTR FD FE FIN FL FP FR FUR G GA GB GC GL GT GYP BD HB HD HVAC HM HDW HT

AutoCAD SHX Text ARCHITECTURAL BARRIERS ACT AIR CONDITIONING ACCESS ADJACENT ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED ARCHITECT(URAL) ASBESTOS ACOUSTICAL TILE BUILDING BETWEEN BLOCK(ING) CABINET COUNTERFLASHING CORNER GUARD CEILING CLEAR CLOSURE COLUMN CONCRETE CONTINUOUS CORRIDOR CONTRACT OFFICE TECHNICAL REPRESENTATIVE CONCRETE MASONRY UNIT COUNTERSINK CERAMIC TILE DEMOLISH, DEMOLITION DETAIL DIAMETER DIMENSION DRINKING FOUNTAIN DOWN DOOR DRAWING ELECTRICAL ELEVATION ENCLOSURE EQUAL EQUIPMENT EXHAUST EXPANSION EXTERIOR EXISTING EXTRUSION FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FIRE PROOF FIRE RETARDANT FURRING GAS GAUGE GRAB BAR GENERAL CONTRACTOR GLASS GROUT GYPSUM BOARD HOSE BIB HEAD HEATING, VENTILATION & AIR CONDITIONING HOLLOW METAL HARDWARE HEIGHT

AutoCAD SHX Text INSULATION INTERIOR INTERIOR PIPE SUPPORT JOINT LAVATORY LOCATION MASONRY MAXIMUM MINIMUM MISCELLANEOUS MEMBRANE MOUNTED METAL NOT IN CONTRACT NUMBER NOISE REDUCTION COEFFICIENT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND ORIENTED STRAND BOARD PARTITION PLATE PLASTER PLASTIC LAMINATE PLYWD PLYWOOD PANEL PIPE SPACE POINT PRESSURE TREATED ROUND REGISTER REFLECTED REINFORCING/ REINFORCED RESILIENT REQUIRED ROOM ROUGH OPENING SINK SERVICE SINK SECTION SPECIFICATIONS SQUARE STAINLESS STEEL STEEL STORAGE SUPPORT TO BE SELECTED THICK TYPICAL UNLESS OTHERWISE NOTED VETERANS AFFAIRS MEDICAL CENTER VA BARRIER FREE DESIGN STANDARD VERTICAL VERIFY IN FIELD WATER CLOSET WOOD WROUGHT IRON WIRE GLASS WATERPROOFING WATER RESISTANT WITH WITHOUT WELDED WIRE MESH

AutoCAD SHX Text INSUL INT IPS JT LAV LOC MAS MAX MIN MISC MMB MTD MTL NIC NO NRC NTS O.C. OD OPP O.S.B. PART PL PLAS PLM PLYWD PNL PS PT P.T. RD REG REFL REINF RES REQ'D RM RO S S.S. SEC SPEC SQ S/S STL STOR SUPP TBS THK TYP UON VAMC VABFDS VERT VIF WC WD WI WG WP WR W/ W/O WWM

MATERIALS LEGEND

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

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A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

PHASING PLAN

G-002

SS

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CONSTRUCTION BARRIER

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EXISTING CANOPY POST TO BE PROTECTED

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EXISTING CANOPY POST TO BE PROTECTED

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AREA FOR WHEEL CHAIRS BY VA

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STANUTIONS AND ROPES PROVIDED AND INSTALLED BY VA

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DIRECTIONAL SIGNS PROVIDED AND INSTALLED BY VA

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DIRECTIONAL SIGNS MOUNTED TO CONSTRUCTION BARRIER PROVIDED AND INSTALLED BY VA

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EXISTING SMOKE RATED BARRIER (30 MIN. RATING)

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EXISTING SMOKE RATED BARRIER (30 MIN. RATING)

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AutoCAD SHX Text EXISTING VINYL SIDE FLAPS OF CANOPY. REMOVAL & REINSTALLATION TO BE CONFIRMED AND COORDINATED WITH COR ON SITE

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VALET STAND

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EXISTING ROADWAY

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LINE OF EXISTING CANOPY ABOVE

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LINE OF EXISTING CANOPY ABOVE

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LINE OF EXISTING METAL CANOPY ABOVE

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CORRIDOR

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SECURITY

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CORRIDOR

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WHEELCHAIR

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PHASE 1A

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IN GENERAL, PHASE 1A WORK INCLUDES THE FOLLOWING:

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MAKE READY INTERIOR, SITE AND MEP WORK FOR PHASE 1B.

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PHASE 1B

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IN GENERAL, PHASE 1B WORK INCLUDES THE FOLLOWING:

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INSTALLATION OF NEW REVOLVING DOOR

AutoCAD SHX Text RENOVATION WORK AS SHOWN IN THESE DRAWING DOCUMENTS AS WELL AS WRITTEN SPECIFICATIONS.

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GENERAL NOTES

AutoCAD SHX Text FIRESTOP AND SEAL ALL OPENINGS AND PENETRATIONS AT FORMER EXTERIOR WALL ALONG COLUMN LINES. FIRESTOP AND SEAL ALL OPENINGS AND PENETRATIONS AT EXISTING FLOOR SLAB AND ROOF SLAB TO REMAIN. CONSTRUCTION SITE ACCESS DOORS TO BE 3/4 HR RATED WITH CLOSER AND STORE ROOM FUNCTION LOCKSET. MAINTAIN STICKY WALK-OFF MATS AT BOTH SIDES OF DOOR. EXISTING SLIDING DOORS AND EXISTING BRICK TO BE PROTECTED AT ALL TIMES. DO NOT SECURE BARRIER TO BRICK AND CONCRETE WALLS INCLUDING ANY ATTACHMENT METHODS THAT MAY DAMAGE OR REQUIRE REPAIRS. EXISTING VINYL CANOPY STRUCTURE INCLUDING VINYL SIDES SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY REMOVAL IS NECESSARY, REVIEW WITH THE COR PRIOR TO BEGINNING WORK. ANY REMOVALS/REINSTALLATION WORK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS PERTAINING TO TYPE OF WORK BEING PERFORMED. ANY DAMAGE(S) INCURRED WILL REQUIRE REPLACEMENT THAT IS MATCHED EXACTLY TO EXISTING.

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3. 4. 5.

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HATCHED AREA

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PHASING NOTES

AutoCAD SHX Text MAIN ENTRY OF VESTIBULE CANNOT BE FULLY CLOSED DURING NORMAL OPERATING HOURS. CONTRACTOR SHALL OPEN ONLY AS MUCH OF CEILING AS REQUIRED TO WORK ON DURING WORK SHIFT AND MUST CLOSE IT OFF AT THE END OF THE SAME WORK SHIFT. CONTRACTOR SHALL WORK IN SMALL SECTIONS OF THE VESTIBULE SO AS NOT TO IMPEDE THE NORMAL FLOW OF TRAFFIC. ALL WORK THAT RESTRICTS ACCESS/EGRESS WILL BE COORDINATED FOR OFF HOURS/NIGHTS AND WEEKENDS SO AS TO MINIMIZE PATIENT AND STAFF DISRUPTIONS. IN ADDITION, THE CONTRACTOR NEEDS TO NOTIFY THE COR PRIOR TO BEGINNING WORK IN THE ENTRY VESTIBULE TO OBTAIN ILSM AND INFECTION CONTROL PERMIT. DUST BARRIER MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. NO PLASTIC ZIPPERED WALLS WILL BE PERMITTED.

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PHASING PLAN

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

1.

2.

3.

4.

5.

6.

7.

8.

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

SCALE:

DEMOLITION PLAN

A-100

SS

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CORRIDOR

AutoCAD SHX Text 214.82

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SECURITY

AutoCAD SHX Text 244.77

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CORRIDOR

AutoCAD SHX Text 142.64

AutoCAD SHX Text E1-31

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WHEELCHAIR

AutoCAD SHX Text 126.03

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RECEPTION

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1-1/4"XHWS

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DEMOLITION KEYNOTES

AutoCAD SHX Text REMOVE EXISTING CARPET INCLUDING BUT NOT LIMITED TO ANY PADDING AND/OR MASTIC. COORDINATE WORK WITH PHASING. REMOVE EXISTING REVOLVING DOOR INCLUDING BUT NOT LIMITED TO THE DOOR COMPONENTS; EXISTING SURFACE FLOORING WITH ANY MASTIC. COORDINATE WORK WITH PHASING. REMOVE EXISTING ACT TILE CEILING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ACT TILES, GRID, DIFFUSERS, LIGHTING.COORDINATE REMOVAL OF CONDUIT AND WIRING WITH NEW LIGHTING, SPRINKLER, MECHANICAL SYSTEMS. PRIOR TO REMOVAL. COORDINATE ALL WORK WITH PHASING. REMOVE EXISTING VINYL WALL BASE. COORDINATE WORK WITH PHASING. REMOVE EXISTING STOREFRONT TRIMS/EXTENSION PIECES AT REVOLVING DOOR OPENING. TRIMS/EXTENSION PIECES TO BE REPLACED. REFER TO CONSTRUCTION PLAN. COORDINATE WORK WITH PHASING.

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1. 2. 3. 4. 5.

AutoCAD SHX Text THE CONTRACTOR SHALL CAREFULLY REMOVE ALL DEMOLITION MATERIALS TO PROTECT ANY HIDDEN PIPES OR OTHER REMAINING ITEMS WHICH ARE VULNERABLE TO DAMAGE OR RUPTURE. CLOSELY COORDINATE THE DEMOLITION WORK AS NECESSARY TO PREPARE FOR NEW MATERIALS, FINISHES, EQUIPMENTS AND CONDITIONS. THE CONTRACTOR SHALL PROTECT OCCUPIED AREAS FROM DUST, DEBRIS AND OTHER ITEMS THAT MAY CAUSE DAMAGE OR CREATE HAZARDOUS CONDITIONS. UNUSED PLUMBING OR ELECTRICAL PIPES SHALL BE CAPPED UNLESS OTHERWISE NOTED, ALL OTHER SERVICES AND UTILITIES SHALL BE DISCONNECTED, CAPPED OFF, REROUTED OR RECONNECTED AS NECESSARY. NO SERVICE SHALL BE SHUT OFF WITHOUT WRITTEN APPROVAL OF THE COR. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. PROTECT ALL ADJACENT STRUCTURES & EQUIPMENT REPAIR IF DAMAGED. COORDINATE WITH THE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR REMOVALS REQUIRED FOR ACCESS TO PIPING MECHANICAL AND ELECTRICAL EQUIPMENTS. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ANY DEMOLITION MATERIALS SHOWN ON DRAWINGS. EXCEPT AS INDICATED, ALL EXTERIOR WALLS, STRUCTURAL ELEMENTS AND COLUMNS ARE EXISTING TO REMAIN. THE SCOPE OF WORK SHALL INCLUDE ALL REMOVALS AS REQUIRED BY THE DRAWING AS WELL AS REMOVALS NOT SPECIFICALLY INDICATED IN DRAWINGS BUT NECESSARY FOR THE COMPLETION OF THE WORK AS FOLLOWS: A. REMOVE EXISTING FINISHES AS INDICATED ON THE DRAWINGS. REMOVE EXISTING FINISHES AS INDICATED ON THE DRAWINGS. B. REMOVE EXISTING REVOLVING DOOR AS INDICATED ON DRAWINGS. REMOVE EXISTING REVOLVING DOOR AS INDICATED ON DRAWINGS. C. REMOVE MECHANICAL UNITS AS NOTED ON MECHANICAL DRAWING (SEE REMOVE MECHANICAL UNITS AS NOTED ON MECHANICAL DRAWING (SEE MECHANICAL DRAWINGS). D. REMOVE EXISTING LIGHT FIXTURES AS NOTED ON ELECTRICAL DRAWINGS (SEE REMOVE EXISTING LIGHT FIXTURES AS NOTED ON ELECTRICAL DRAWINGS (SEE ELECTRICAL DRAWINGS).

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GENERAL DEMOLITION NOTES

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DEMO LEGEND

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SUPPLY DIFFUSER

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RETURN DIFFUSER

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SPRINKLER HEAD

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RECESSED LIGHT FIXTURE

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GRILLE VENTS OF MECHANICAL UNITS SIZES VARY AS SHOWN

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CEILING GRID

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%%UDEMOLITION PLAN

1/8" = 1'-0"

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

SCALE: SCALE:

CONSTRUCTION PLAN

A-101

SS

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AutoCAD SHX Text H.1

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CORRIDOR

AutoCAD SHX Text 214.82

AutoCAD SHX Text E1-32

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SECURITY

AutoCAD SHX Text 244.77

AutoCAD SHX Text E1-C15

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CORRIDOR

AutoCAD SHX Text 142.64

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OF ROTATION

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DIRECTION

AutoCAD SHX Text E1-31

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WHEELCHAIR

AutoCAD SHX Text 126.03

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RECEPTION

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MEMORIAL

AutoCAD SHX Text EXISTING METAL PANEL ENCLOSURE AT EXTERIOR AND ABOVE REVOLVING DOOR INCLUDING ANY/ALL SUPPORTING MEMBERS TO REMAIN. SUPPORT AS NEEDED WHEN REMOVING EXISTING REVOLVING DOOR.

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CONSTRUCTION NOTES

AutoCAD SHX Text EXISTING EXTERIOR CANOPY TO BE PROTECTED DURING CONSTRUCTION. IF SIDE PANELS TO BE REMOVED, REVIEW WITH COR AS NEEDED. REMOVAL AND REINSTALLATION WORK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS AS NEEDED. EXISTING SIDE DOORS WITH LITES TO REMAIN. EXISTING SLIDING DOOR AT INTERIOR VESTIBULE TO REMAIN. NEW FLOOR TILE AND BASE. COORDINATE WORK WITH PHASING. PATCH AND REPAIR EXISTING WALLS IN PREPARATION OF NEW PAINT. COORDINATE WORK WITH PHASING. EXISTING BRICK AND CONCRETE WALLS TO REMAIN. PROTECT EXISTING FINISHES AS NEEDED. INSTALL FLOORING TRANSITION STRIP AT REVOLVING DOOR FLOOR TO FLOORING AT VESTIBULE. PATCH AND REPAIR HOLES IN MASONRY FROM REMOVAL OF EXISTING REVOLVING DOOR AS NEEDED. PREP EXISTING CONCRETE AND EXISTING SUBSURFACE FROM REMOVAL OF REVOLVING DOOR. PREP AND ENSURE LEVEL AND PLUMB AS NEEDED FOR NEW REVOLVING DOOR AS PER MANUFACTURER'S INSTRUCTIONS. PREP EXISTING SUBSURFACE FROM REMOVAL OF EXISTING CARPET. PREP SUBSURFACE FOR NEW FLOOR TILE AS PER MANUFACTURERS INSTRUCTIONS. COORDINATE WORK WITH PHASING. ADJUST EXISTING ALL DOOR SADDLES AND TRANSITIONS FOR NEW FLOOR FINISHES. COORDINATE WORK WITH PHASING. AT REVOLVING DOOR INTERIOR AND VESTIBULE, GRID EXISTING CONCRETE FLOOR AS NEEDED FOR NEW FLOORING INCLUDING ANY REQUIRED TO MEET AND TIE INTO EXISTING CONDITIONS AT EXISTING CONCRETE SIDEWALK AND EXISTING TERRAZZO FLOOR. ENSURE ALL (ABA) ARCHITECTURAL BARRIERS ACT STANDARDS AS WELL AS VA BARRIER FREE DESIGN STANDARDS ARE MET WITH EXISTING CONDITIONS, EXISTING CONDITIONS TO BE FIELD VERIFIED. VERIFY REQUIREMENTS FOR EXISTING FLOOR PREPARATIONS INCLUDING BUT NOT LIMITED TO WATER MEMBRANES, MORTAR BEDS, GROUTING AND EXISTING FLOOR SLAB WITH FIELD CONDITIONS. ADJUST DOOR SADDLES AS NEEDED TO MEET NEW FLOORING HEIGHTS AND TRANSITIONS. COORDINATE WITH NEW REVOLVING DOOR AND EXISTING SLIDING DOOR. CONTRACTOR TO ENSURE FLOOR TRANSITIONS MEET TOLERANCES REQUIRED BY VA.

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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.

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AutoCAD SHX Text NEW REVOLVING DOOR TO BE TIED INTO ADJACENT EXISTING STRUCTURE FOR LATERAL SUPPORT TO ENSURE DOOR WILL NOT SHAKE AND SWAY DURING ROTATION. VERIFY REQUIREMENTS WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. ANCHOR POINTS TO INCLUDE EXISTING BUILDING STRUCTURE, WALLS OF OPENING AND FLOOR.

AutoCAD SHX Text CONTRACTOR TO PREP OPENING AS NEEDED TO ENSURE INSTALLATION IS LEVEL AND PLUMB AND MEET REVOLVING DOOR MANUFACTURERS TOLERANCES. OPENING TO INCLUDE, BUT NOT LIMITED TO, FLOORS, WALLS AND CEILING.

AutoCAD SHX Text PROVIDE NEW ALUMINUM FRAME EXTENSIONS AND/OR TRIM PIECES TO FINISH THE CONNECTION POINTS TO THE DOOR WITHIN THE OPENING. FINISH AND COLOR TO MATCH REVOLVING DOOR.

AutoCAD SHX Text SEAL FRAME/DOOR AT BOTH OPENINGS USING APPROVED BACKER ROD AND SEALANT AS NEEDED.

AutoCAD SHX Text 16'-0"

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ASSA ABLOY

AutoCAD SHX Text 16' / 8'-4"

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WHITE

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PRODUCT

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REVOLVING DOOR - BASIS OF DESIGN OR EQUAL

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MANUFACTURER

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COLOR

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MODEL #

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OD / HEIGHT

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2 WING UNITURN - 2 - 16'

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REVOLVING DOOR

AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR IS TO ENSURE THAT THE FLOOR IS CONSTRUCTED LEVELED AND FLAT TO WITHIN 1/4" THROUGHOUT THE REVOLVING DOOR AREA. DOOR IS TO BE MOUNTED ON TOP OF THE FINISHED FLOOR SYSTEM. ADDITIONAL SHIMMING OF THE DOOR SYSTEM MAY BE NECESSARY IF THE FLOOR IS NOT LEVEL. THE OUTSIDE WALL PANELS ARE FIXED DIRECTLY TO THE FINISHED FLOOR. NO FLOOR FRAME OR RECESSES ARE REQUIRED FOR THIS DOOR WHEN ERECTED ON A LEVELED FINISHED FLOOR. THE FLOOR CONSTRUCTION IS TO BE DESIGNED TO WITHSTAND THE FOLLOWING LOADS THROUGH THE OUTSIDE FIXED PANELS. THE DOOR SYSTEM WEIGHT IS APPROXIMATELY 4000 LBS EVENLY DISTRIBUTED UNDER THESE OUTER WALL PANELS. MINIMUM SAFETY CRITERIA 1. AUTOMATIC EMERGENCY POSITIONING OF THE DOOR TO CREATE A CLEAR PATH FOR EVACUATION, POWERED BY A UPS BATTERY SYSTEM THAT CYCLES THE DOOR TO SUCH AN EMERGENCY EGRESS POSITION AND DURING POWER FAILURES. 2. NO-TOUCH SENSORS PLACED VERTICALLY ABOVE THE ENTRANCES. SENSORS ARE TO BE ANSI COMPLIANT. 3. COMPRESSIBLE VERTICAL/HORIZONTAL SAFETY SWITCHES PLACED ON THE LEADING EDGE OF EACH ROTATING WING. SAFETY SENSORS ARE TO BE ANSI COMPLIANT. 4. HANDICAP PUSH-PLATE SPEED REDUCTION SWITCHES. 5. CENTER DOOR LEAF BREAKOUT FUNCTION. 6. EMERGENCY STOP SWITCH LOCATED AT AN EASILY ACCESSIBLE LOCATION FROM BOTH SIDES OF EGRESS. MINIMUM PERFORMANCE CRITERIA 1. A NIGHT-MODE TO ALLOW THE REVOLVING DOOR TO BE PARKED IN A CLOSED POSITION WHERE THE DOORS LOCK AUTOMATICALLY WHILE SECURELY SEALING THE ENTRANCE/EXIT. 2. EMERGENCY EGRESS MODE FOR EMERGENCY ESCAPE BY ALLOWING THE CENTER DOOR PANELS TO BE PUSHED OPEN TO PROVIDE A CLEAR PATH OF EVACUATION THROUGH ITS CENTER. 3. AUTOMATIC SLIDING DOOR WITHIN THE REVOLVING DOOR TO PROVIDE THE OPTION TO USE THE ENTRANCE AS A SLIDING DOOR DURING FAVORABLE CLIMATE CONDITIONS, IN ADDITION TO BECOMING AN EMERGENCY EGRESS.

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%%UCONSTRUCTION PLAN

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

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%%UDETAIL PLAN AT DOOR

1/2" = 1'-0"

N

A A A A

A

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

SCALE:

REFLECTED CEILING PLAN

A-102

SCALE: SCALE: SCALE:

SS

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RCP NOTES

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GENERAL CEILING NOTES

AutoCAD SHX Text ALL SPRINKLER HEADS, HVAC, DIFFUSERS AND RETURNS ARE TO BE LOCATED ON THE CENTER OF CEILING TILES UNLESS OTHERWISE INDICATED.

AutoCAD SHX Text NEW SUPPLY DIFFUSER. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATION AND DETAILS. COORDINATE WORK WITH PHASING. NEW RETURN DIFFUSER. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATION AND DETAILS. COORDINATE WORK WITH PHASING. NEW ACT TILE AND GRID. COORDINATE WORK WITH PHASING. RELOCATE EXISTING SPRINKLER HEADS PER LAYOUT. MODIFY/EXTEND EXISTING SPRINKLER PIPING AS REQUIRED. RELOCATION TO BE COORDINATED WITH OTHER TRADES AND DOOR INSTALLATION. COORDINATE WORK WITH PHASING. EXISTING SECURITY CAMERA TO REMAIN AND OPERATIONAL. REINSTALL AS REQUIRED FOR INSTALLATION OF NEW GRID, TILES. CAMERA TO REMAIN ACTIVE DURING CONSTRUCTION. COORDINATE WORK WITH PHASING. EXISTING WIFI DEVICE TO REMAIN AND OPERATIONAL. REINSTALL AS REQUIRED FOR INSTALLATION OF NEW GRID, TILES. WIFI TO REMAIN ACTIVE DURING CONSTRUCTION. COORDINATE WORK WITH PHASING.

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1. 2. 3. 4. 5. 6.

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CEILING LEGEND

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SUPPLY DIFFUSER

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RETURN DIFFUSER

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SPRINKLER HEAD

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EXIT SIGN - CEILING MTD (NEW)

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RECESSED LIGHT FIXTURE

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MECHANICAL UNIT HEATER SIZES VARY AS SHOWN

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DESCRIPTION

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SYMBOL

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VOLTAGE

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COMMENTS

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TYPE

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COOPER HALO COMMERCIAL MODEL NUMBER HC630D010REM7-HM634835-61MDC

AutoCAD SHX Text 120V-277V

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RECESSED LED DOWNLIGHT IN REVOLVING DOOR BY DOOR MANUFACTURER. (NOT SHOWN)

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LAYOUT AND QUANTITIY BY REVOLVING DOOR MANUFACTURER.

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LAMP MODEL BY REVOLVING DOOR MANUFACTURER.

AutoCAD SHX Text A

AutoCAD SHX Text N

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NEW CEILING MOUNTED LED EXIT SIGN

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LIGHTING FIXTURE SCHEDULE

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WITH EMERGENCY STAND BY LIGHTING

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VA STANDARD

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EXG

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EXG

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EXISTING EXIT SIGN TO REMAIN

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EXISTING EXIT SIGN TO REMAIN

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EXISTING SECURITY CAMERA TO REMAIN

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EXISTING WIFI BOX TO REMAIN

AutoCAD SHX Text N

AutoCAD SHX Text CEILING INTERIOR AND LIGHTING IN REVOLVING DOOR BY MANUFACTURER. COORDINATE LAYOUT, QUANTITY, ETC. WITH MANUFACTURER AS NEEDED

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STRUCTURE ABOVE

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HANGER WIRE TO

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STRUCTURAL "T"

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ACOUSTIC CEILING TILE

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HANGER WIRE 4'-0" O.C.

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MAX SUSPENDED FROM

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INTERLOCKING CONNECTIONS

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INTERLOCKING CONNECTIONS

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WITH SNAP TOGETHER

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WITH SNAP TOGETHER

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STRUCTURAL "T"

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STRUCTURE ABOVE

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CROSS "T"

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ACOUSTIC TILE

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SECURED TO WALL

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TEGULAR EDGE MOULDING

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FROM STRUCTURE ABOVE

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ACOUSTIC CEILING TILE

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STRUCTURAL "T" OR

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CROSS "T" SUSPENDED

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%%UREFLECTED CEILING PLAN

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

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%%UACOUSTIC TILE CEILING

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NTS

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%%UGRID DETAIL

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%%UGRID DETAIL

NTS

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

SCALE:

FLOOR PLAN

A-103

SS

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CORRIDOR

AutoCAD SHX Text 214.82

AutoCAD SHX Text E1-32

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SECURITY

AutoCAD SHX Text 244.77

AutoCAD SHX Text E1-C15

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CORRIDOR

AutoCAD SHX Text 142.64

AutoCAD SHX Text E1-31

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WHEELCHAIR

AutoCAD SHX Text 126.03

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RECEPTION

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EXISTING DOOR TRACK TO REMAIN. COORDINATE WITH NEW FLOORING

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EXISTING TERRAZZO FLOOR TO REMAIN

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NEW FLOORING, T-1 AND BASE, RB-1

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EXISTING DOOR SADDLE

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EXISTING DOOR SADDLE TO REMAIN

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EXISTING DOOR SADDLE TO REMAIN. ADJUST AS NEEDED TO MAINTAIN ABA STANDARDS

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GRAIN DIRECTION

AutoCAD SHX Text PROVIDE TRANSITION STRIP AS NEEDED TO MAINTAIN ARCHITECTURAL BARRIERS STANDARDS AS WELL AS VA BARRIER FREE DESIGN STANDARD

AutoCAD SHX Text PATCH AND REPAIR EXISTING CONCRETE WALKWAY AS NEEDED AND TO MAINTAIN ABA STANDARDS

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EXISTING DOOR SADDLE TO REMAIN. ADJUST AS NEEDED TO MAINTAIN ABA STANDARDS

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START POINT

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NEW FLOORING T-1

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PROVIDE TRANSITION STRIP AS NEEDED TO MAINTAIN ABA STANDARDS

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WALL BASE AROUND ENTIRE IMPACTED WORK AREA

AutoCAD SHX Text NOTE: ENSURE FLOOR TRANSITIONS ENSURE FLOOR TRANSITIONS MEET TOLERANCES REQUIRED BY VA.

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RB-1

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WALL BASE

AutoCAD SHX Text P-1

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PAINT

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EGGSHELL

AutoCAD SHX Text GENERAL NOTES 1. ALL EXISTING CONDITION TO BE PATCHED AND CLEANED. 2. ALL SURFACES TO BE PREPPED FOR NEW FINISHES AS SHOWN AS WELL AS PER MANUFACTURER'S INSTRUCTIONS. 3. ALL WALL BASE TO BE CONTINUOUS WITHOUT CUTS.

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ARMSTRONG

AutoCAD SHX Text 24"x24"x3/4"

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WHITE

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BENJAMIN MOORE

AutoCAD SHX Text T-1

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RESILIENT FLOOR TILE

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DAL TILE

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BALSAM FIR

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FLOOR AT ENTRY VESTIBULE AND REVOLVING DOOR

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WHIPPLE BLUE HC-152

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PRODUCT

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CODE

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FINISH SCHEDULE - BASIS OF DESIGN OR EQUAL

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MANUFACTURER

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COLOR

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MODEL #

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SIZE / FINISH

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REMARKS - BASE OF DESIGN

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ROPPE

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ULTIMA TEGULAR BEVELED LAY-IN

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ACOUSTIC CEILING TILE

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9/16" PRELUDE XL SUSPENSION SYSTEMS

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EMERSON WOOD (INSTALLED HORIZONTAL BRICK ASHLAR)

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123 CHARCOAL

AutoCAD SHX Text 18" X 48"

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AT-1

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text 4"

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AutoCAD SHX Text

%%UFLOOR PLAN

1/4" = 1'-0"

8'-0" A.F.F.

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

SCALE: SCALE:

SCALE: SCALE:

SCALE: SCALE:

SCALE:

EXTERIOR AND INTERIOR

ELEVATIONS

A-200

SS

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EXISTING CANOPY

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EXISTING GLASS WALL BEYOND

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EXISTING DOOR WITH SIDE LITE TO REMAIN

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NEW REVOLVING DOOR

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EXISTING DOOR WITH SIDE LITE TO REMAIN

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EXISTING VINYL CANOPY WITH INTEGRAL STRUCTURE TO REMAIN.

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EXISTING GLASS WALL BEYOND

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EXISTING CANOPY

AutoCAD SHX Text REPLACE EXISTING TRIMS WITH NEW EXTENSIONS AND/OR TRIM PIECES AT SIDES AND HEAD OF OPENING. COLOR AND FINISH TO MATCH REVOLVING DOOR

AutoCAD SHX Text

NEW REVOLVING DOOR

AutoCAD SHX Text EXISTING METAL PANEL ENCLOSURE AT EXTERIOR AND ABOVE REVOLVING DOOR INCLUDING ANY/ALL SUPPORTING MEMBERS TO REMAIN. SUPPORT AS NEEDED WHEN REMOVING EXISTING REVOLVING DOOR.

AutoCAD SHX Text EXISTING DOORS WITH SIDE LITES AND EXISTING WALL FINISHES TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION AS REQUIRED

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text

EXISTING WALL FINISHES TO REMAIN

AutoCAD SHX Text

EXISTING WALL FINISHES TO REMAIN

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EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text

CEILING HEIGHT

AutoCAD SHX Text

NEW WALL BASE, RB-1

AutoCAD SHX Text

NEW WALL BASE, RB-1

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text

EXISTING WALL FINISHES TO REMAIN

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EXISTING WALL TO BE PATCHED /REPAIRED AND PAINTED, PT-1

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

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CEILING HEIGHT

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NEW WALL BASE, RB-1

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NEW WALL BASE, RB-1

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EXISTING POLICE WINDOW, POLICE SIGN AND ACCENT LIGHTS TO REMAIN

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EXISTING SIGN AND DIRECTORY TO REMAIN

AutoCAD SHX Text 8'-0"A.F.F

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NEW REVOLVING DOOR

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EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text EXISTING WALL FINISHES TO REMAIN. WALL FINISHED TO BE PROTECTED DURING CONSTRUCTION

AutoCAD SHX Text EXISTING WALL FINISHES TO REMAIN. WALL FINISHED TO BE PROTECTED DURING CONSTRUCTION

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

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CEILING HEIGHT

AutoCAD SHX Text

NEW WALL BASE, RB-1

AutoCAD SHX Text

NEW WALL BASE, RB-1

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EXISTING WALL TO BE PATCHED /REPAIRED AND PAINTED, PT-1

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EXISTING WALL TO BE PATCHED /REPAIRED AND PAINTED, PT-1

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EXISTING THERMOSTAT TO REMAIN

AutoCAD SHX Text 8'-0"A.F.F

AutoCAD SHX Text

CEILING HEIGHT

AutoCAD SHX Text EXISTING WALL FINISHES TO REMAIN. WALL FINISHED TO BE PROTECTED DURING CONSTRUCTION

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text

EXISTING WALL TO BE PATCHED /REPAIRED AND PAINTED

AutoCAD SHX Text

EXISTING DOORS WITH SIDE LITES TO REMAIN

AutoCAD SHX Text

NEW WALL BASE, RB-1

AutoCAD SHX Text

NEW WALL BASE, RB-1

AutoCAD SHX Text

FRAMED IMAGES, PLAQUES, ETC...TO REMAIN

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EXISTING FIRE ALARM PULL BOX AND SIGN TO REMAIN

AutoCAD SHX Text 8'-0"A.F.F

AutoCAD SHX Text

UNDERSIDE OF DECKING

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BOTTOM OF STEEL

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CEILING HEIGHT

AutoCAD SHX Text

EXISTING GLASS WALL

AutoCAD SHX Text

EXISTING CANOPY

AutoCAD SHX Text REPLACE EXISTING TRIMS WITH NEW EXTENSIONS AND/OR TRIM PIECES AT SIDES AND HEAD OF OPENING. COLOR AND FINISH TO MATCH REVOLVING DOOR

AutoCAD SHX Text EXISTING METAL PANEL ENCLOSURE AT EXTERIOR AND ABOVE REVOLVING DOOR INCLUDING ANY/ALL SUPPORTING MEMBERS TO REMAIN. SUPPORT AS NEEDED WHEN REMOVING EXISTING REVOLVING DOOR.

AutoCAD SHX Text 9'-9"A.F.F

AutoCAD SHX Text 8'-6"A.F.F

AutoCAD SHX Text 8'-0"A.F.F

AutoCAD SHX Text

AutoCAD SHX Text

%%UEXTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UEXTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UINTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UINTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UINTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UINTERIOR ELEVATION

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

AutoCAD SHX Text

AutoCAD SHX Text

%%UBUILDING SECTION

1/4" = 1'-0"

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

REPLACE REVOLVING DOOR 200N

79 Middleville Rd, Northport, NY 11768

632-22-132

200N

June 16, 2022 KN

Approved By

Architect/Engineer of RecordConsultantRevisions # Description Date Stamp

CHIEF OF ENGINEERING

Note

Project Number

Building Number

Drawing Number

Project Title

Project Location

Issuance Date Checked by Drawn by

Drawing Title

A

BID DOCUMENTS

FULLY…