620-19-101 Upgrade Elevators 100 Percent AE Bid Drawings - Sealed.pdf

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PROJECT LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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100% BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

UPGRADE ELEVATORS

VA HUDSON VALLEY HEALTH CARE SYSTEM, FDR MONTROSE CAMPUS

2094 ALBANY POST ROAD, MONTROSE, NEW YORK 10548-1454

CONTRACT NO: 620.19.101

PROJECT DATA PROJECT DESCRIPTIONDRAWING INDEX

SITE LOCATION KEY PLANCAMPUS MAP

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

C&S Companies 499 Col Eileen Collins Blvd Syracuse, New York, 13212

(315) 455-2000

UPGRADE ELEVATORS

MONTROSE, NY

620-19-101

BUILDING 1

01/15/2021 JWE JAH

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TITLE SHEET

PROJECT ADDRESS:

VA HUDSON VALLEY HEALTH CARE SYSTEM, FDR MONTROSE CAMPUS

2094 ALBANY POST ROAD, MONTROSE, NEW YORK 10548-1454

PROJECT DESCRIPTION:

THE PROPOSED DESIGN REPLACES THE TWO (2) EXISTING ELEVATORS IN BUILDING 1 ON THE FDR MONTROSE CAMPUS OF THE HUDSON VALLEY HEALTH CARE SYSTEM. THE REPLACEMENT WILL INCLUDE TRACTION ELEVATORS, HOISTING MACHINES, CONTROL/CONTROLLERS, FEEDERS/CONDUCTORS, MOTOR GENERATORS, SELECTORS, GOVERNORS, STARTERS AND OVERLOAD CURRENT PROTECTION DEVICES AND ALL OTHER COMPONENTS LOCATED IN THE MACHINE ROOM. THE ELEVATOR EQUIPMENT ROOM WILL ALSO BE UPGRADED AS PART OF THE MOTERNIZATION PROJECT INCLUDING LIGHTING, HVAC, FIRE PROTECTION, COMMUNICATION EQUIPMENT AND ENCLOSURES WITHIN THE ROOM.

PROJECT PHASING:

WORK MUST BE PERFORMED SUCH THAT ONE ELEVATOR ALWAYS REMAINS OPERABLE. UPON COMPLETION OF ELEVATOR REPLACEMENT, INSPECTION AND CERTIFICATION FOR PUBLIC USE IS REQUIRED.

DRAWING INDEX

Sheet Number Sheet Name

T-101 TITLE SHEET

G-101 GENERAL NOTES

H-101 HAZARDOUS MATERIAL ABATEMENT PLAN

D-101 DEMOLITION PLANS AND DETAILS

A-101 ARCHITECTURAL PLANS AND DETAILS

A-201 ARCHITECTURAL ELEVATIONS AND DETAILS

A-202 ARCHITECTURAL ELEVATIONS AND DETAILS

FA101 FIRE ALARM PLAN

MD101 MECHANICAL DEMO PLAN - PENTHOUSE

M-101 MECHANICAL PLAN - PENTHOUSE

M-501 MECHANICAL SCHEDULES AND DETAILS

E-001 ELECTRICAL ABBREVIATIONS, NOTES, AND SYMBOLS

ED101 ELECTRICAL DEMOLITION

E-101 ELECTRICAL NEW CONSTRUCTION

P-101 PLUMBING PLAN

P-501 PLUMBING SCHEDULES AND DETAILS

X-001 ELEVATOR INSTALLATION SPECIFIC NOTES

X-101 ELEVATOR BASIS OF DESIGN DRAWINGS

X-102 ELEVATOR BASIS OF DESIGN DRAWINGS

X-103 ELEVATOR BASIS OF DESIGN DRAWINGS

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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 A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

C&S Companies 499 Col Eileen Collins Blvd Syracuse, New York, 13212

(315) 455-2000

UPGRADE ELEVATORS

MONTROSE, NY

620-19-101

BUILDING 1

01/15/2021 JWE JAH

Tag:

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GENERAL NOTES

GENERAL NOTES:

1. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS OF THE DESIGN, TO INCLUDE THE WORK OF SUB-TRADES, PRIOR TO SUBMITTING A BID.

3. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, CLEARANCE, ETC. IT IS THE CONTRACTOR’S RESPONSIBILITY TO SURVEY ALL WORK AREAS AND SUBMIT FINAL, DETAILED COORDINATED SHOP DRAWINGS FOR REVIEW BY THE DESIGNER OF RECORD TO ENSURE THAT THE DESIGN INTENT WILL BE MET AND THAT ALL TRADES ARE PROPERLY COORDINATED. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY MAJOR DISCREPANCIES SHALL BE CLARIFIED PRIOR TO SUBMITTAL OF BID.

4. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLES CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING

INSTALLATION.

5. CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO

SUBMITTAL OF BID.

6. IF A JOB REQUIRES TYING INTO ANY EXISTING MECHANICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY PRE TEST, ADJUST, AND BALANCING (TAB) ACTIVITIES TO VERIFY BASELINE SOURCE CAPACITY FROM THE FACILITY, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY MECHANICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS. UPON DETERMINING INSUFFICIENT SOURCE CAPACITY, THE CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER AND ENGINEER

FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.

7. IF A JOB REQUIRES TYING INTO ANY EXISTING ELECTRICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY VERIFICATION TO DETERMINE THAT SUFFICIENT ELECTRICAL SOURCE CAPACITY EXISTS FROM THE NEAREST FEED IMMEDIATLEY UPSTREAM OF THE CONNECTION POINT, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY

ELECTRICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS.

8. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.

9. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO CONSTRUCTION, MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT SHALL BE UTILIZED OR INSTALLED. THE MOST STRINGENT SHALL BE DEFINED AS THE SPECIFICATION OR REQUIREMENT THAT ALLOWS ALL SPECIFICATIONS OR REQUIREMENTS THAT ARE IN CONFLICT TO BE SATISFIED. NO RELIEF OR EXTRA

PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THIS INTERPRETATION.

10. CONTRACTOR SHALL NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND COORDINATED SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND COORDINATED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S REPRESENTATIVE TO THE COMPLETE

SATISFACTION OF THE OWNER'S REPRESENTATIVE.

11. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE INTERNATIONAL BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

12. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.

13. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF HOURS".

14. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

15. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

16. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO THEIR CONTINUOUS

APPROVAL.

17. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL AND MUST FOLLOW MANUFACTURER RECOMMENDATIONS FOR PROPER INSTALLATION. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, CLEARANCE, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE OWNER'S

REPRESENTATIVE.

18. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE OWNER'S REPRESENTATIVE AT JOB COMPLETION TO

DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE REPLACED WITH NEW.

19. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.

20. UNLESS STATED OTHERWISE, FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE OWNER'S REPRESENTATIVE PRIOR TO THE PROPOSED SHUTDOWN OF ANY

SYSTEM.

21. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE; NOTIFY LOCAL AUTHORITIES AS REQUIRED.

22. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD.

23. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS CHARGED BY ANY LOCAL

FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

24. CONTRACTOR SHALL NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER CONCRETE SURFACES.

25. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR'S ITEMS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

26. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS

REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC.

27. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE OWNER'S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE

LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE.

28. FOR EACH PHASE AND BEFORE INTERRUPTING EACH EXISTING UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE

EXISTING UTILITIES IN THEIR RELOCATED LOCATION AND ALL THE NEW HVAC SYSTEMS.

29. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING "HOT WORK" IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK". ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND THE POINT DIRECTLY BELOW THE

OVERHEAD "HOT WORK".

30. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID. THERE WILL BE NO EXTRA COMPENSATION TO THE CONTRACTOR FOR THIS WORK.

31. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.

32. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND

WARRANTEE PERIOD.

33. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING

HOURS. THE WORK AREA SHALL BE CLEANED BEFORE THE START OF EACH WORKING DAY.

34. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH EXISTING TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

35. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.

36. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE PROTECTION IS REQUIRED.

37. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.

38. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

39. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE REFERENCED

DETAIL OR NOTE IS REPEATED OR REFERENCED.

40. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH EXISTING

CONDITIONS, SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE.

41. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR'S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO

INTERFERE WITH NEW PATCHES.

42. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING

COMPONENTS FLUSH WITH THE NEW FINISHED SURFACES IF APPROPRIATE.

43. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE DAMAGE BY THE CONTRACTOR'S WORK.

44. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC.

ON THE PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL BE ACCESSIBLE FROM THE FLOOR OR FROM FIXED PLATFORMS.

45. ALL NEW FIRE ALARM DEVICES INSTALLED IN HVAC EQUIPMENT SUCH AS SMOKE DETECTORS, SMOKE DAMPERS, FIRE/SMOKE DAMPERS, ETC. SHALL BE CONNECTED TO THE

MAIN FIRE ALARM PANEL.

46. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS SUBJECT TO THE APPROVAL OF THE OWNER'S

REPRESENTATIVE. SUBMITTAL REQUIRED.

47. ANY ANTICIPATED HAZARDOUS MATERIALS (HAZMAT) IS INDICATED ON THE DRAWINGS, HOWEVER, IT IS IMPOSSIBLE TO PREDICT WHERE EXACTLY ALL HAZMAT MAY BE ENCOUNTERED. IF HAZMAT IS ENCOUNTERED OR SUSPECTED AT ANY POINT DURING CONSTRUCTION, CEASE ALL WORK IMMEDIATELY AND CONTACT THE OWNER’S

REPRESENTATIVE FOR GUIDANCE.

48. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION AND/OR INTEGRATION TO THE EXISTING CONTROL SYSTEM SHALL BE COMPLETE SUCH THAT ALL NEW MONITORING AND CONTROL POINTS ARE RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ, ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE-VERSA. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE IF THERE IS ENOUGH SPACE AND/OR COMPATABILITY EXISTS TO USE EXISTING CONTROLLERS OR OTHER ASSOCIATED EXISTING CONTROLS EQUIPMENT. IF COMPATIBILITY AND/OR SPACE DOES NOT EXIST, IT IS THE CONTROLS CONTRACTOR RESPONSIBILITY TO PROVIDE THE REQUIRED CONTROLLERS, BRIDGES, ETC. TO ALLOW FULL INTEGRATION OF REQUIRED POINTS AND TO SATISFY THE SEQUENCE OF OPERATIONS. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND WILL BE AT THE CONTRACTOR'S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND VERIFICATIONS WILL BE REQUIRED AT THE COMPLETION OF THE PROJECT.

49. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD PARTY COMMISSIONING AGENCY, THE CONTRACTOR SHALL UTILIZE A THIRD PARTY COMMISSIONING AGENCY FOR ALL NECESSARY FINAL TESTING, ADJUSTING, AND BALANCING (TAB) AND BUILDING SYSTEM COMMISSIONING. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR REQUIRED CONTINUED OPERATION AND MAINTENANCE.

DESIGN NARRATIVE

1. GENERAL:

A. THIS PROJECT SHALL PROVIDE ALL NECESSARY ARCHITECTURAL AND ENGINEERING SERVICES AS REQUIRED TO PREPARE COMPLETE CONTRACT DRAWINGS, SPECIFICATIONS, TECHNICAL REPORTS, AND COST ESTIMATES, INCLUDING SERVICES THROUGHOUT CONSTRUCTION FOR "UPGRADES TO THE (2) TWO ELEVATORS AT BUILDING 1” AT THE MONTROSE CAMPUS OF THE VA HUDSON VALLEY HEALTHCARE SYSTEM, 2094 ALBANY POST ROAD, MONTROSE NY 10548.

B. THIS PROJECT WILL MODERNIZE THE ELEVATORS IN BUILDING 1. WORK INCLUDES BUT IS NOT LIMITED TO CONVEYING EQUIPMENT, MECHANICAL, ELECTRICAL, CONTROLS, SECURITY, DEMOLITION, LIFE SAFETY, FIRE ALARM, SPRINKLER SYSTEMS, INTERIOR DESIGN AND ARCHITECTURAL. THE PROJECT WILL ENTAIL THE MODIFICATION OF ONE PORTION OF THE ELEVATOR SHAFT-WAY THAT PRESENTLY ACCOMMODATES FRONT AND REAR ENTRY INTO THE ELEVATOR CAR #1. THE PROJECT WILL ADDRESS ALL ASPECTS OF THE CLOSURE OF THE REAR ENTRY/EXIT AT THE SHAFT-WAY SERVING ELEVATOR CAR #1.

C. THE UPGRADE INCLUDES TOTAL REPLACEMENT OF THE TRACTION ELEVATOR INCLUDING HOISTING MACHINES, CONTROLS/CONTROLLERS, FEEDERS/CONDUCTORS, MOTOR GENERATORS (M-G), SELECTORS, GOVERNORS, STARTERS AND OVERLOAD CURRENT PROTECTION DEVICES AND ALL OTHER COMPONENTS LOCATED IN THE

MACHINE ROOM.

D. UPGRADE ALSO REPLACES CARS, CAR PLATFORMS, CAR PANELS COUNTERWEIGHTS, SHEAVES, BUFFERS, DOOR OPERATORS, DOORS, CONTROLS, HOIST WAY DOOR INTERLOCKS, HOIST, CAB VENTILATION UNITS, ALL SIGNAL AND OPERATION FIXTURES AND OTHER COMPONENTS LOCATED IN THE HOIST WAY AND FLOORS.

E. AS PART OF THE MODERNIZATION, THE ELEVATOR EQUIPMENT ROOM SHALL BE EVALUATED AND UPGRADED, INCLUDING ALL COMPONENTS (LIGHTING, HVAC, FIRE

PROTECTION, COMMUNICATION EQUIPMENT, ENCLOSURE, ETC.).

F. PROJECT WILL ENSURE ELEVATOR SYSTEMS AND AREAS COMPLY WITH VA STANDARDS / GUIDELINES / ALERTS AND ALL CURRENT CODES. DESIGN WILL BRING ELEVATOR UP TO THE LATEST EDITIONS OF ASME A17.1 & A17.2 ELEVATOR CODES AND NFPA 101, 10, 13, AND 72.

2. MECHANICAL-ELEVATOR SPECIFIC:

A. THE EXISTING ELEVATORS ARE TWO (2), 4,000 LB CAPACITY PASSENGER ELEVATOR CARS THAT OPERATE AT 200 FT/MIN. THE BUILDING HAS FOUR (4) ELEVATOR STOPS- GROUND FLOOR, AND FLOORS 1-3. THE ELEVATORS ARE A GEARED TRACTION TYPE, ROPED 1:1, WITH MACHINES LOCATED DIRECTLY ABOVE THE HOIST WAY IN A

PENTHOUSE MACHINE ROOM WITH EACH POWERED FROM A 20 HP DC MOTOR.

B. THE ENTIRE ELEVATOR SYSTEM SHALL BE REMOVED AND DEMOLISHED, TO INCLUDE CARS, CABLES, AND ASSOCIATED MACHINES AND EQUIPMENT. THE DEMOLITION AND NEW WORK SHALL OCCUR IN PHASES TO ALLOW ONE ELEVATOR TO BE OPERATIONAL AT ALL TIMES.

C. THE ELEVATORS IN BUILDING 1 WILL BE COMPLETELY REPLACED WITH A COMPREHENSIVE, NON-PROPRIETARY ELEVATOR PACKAGE THAT REPLACES THE CONTROLS, MACHINES, CARS, ROPES, AND ALL ASSOCIATED ELEVATOR EQUIPMENT. THE NEW MACHINES SHALL BE AC-GEARLESS TYPE AND THE BASIS OF DESIGN IS MOTION CONTROL ENGINEERING. IN ADDITION, ANY DISCREPANCIES NOTED IN THE LATEST FACILITIES CONDITION ASSESSMENT REPORT SHALL BE ADDRESSED. THE EXISTING ELEVATOR SYSTEM SHALL BE A TOTAL REPLACE-IN-KIND WITH MODERN, STATE OF THE ART OF EQUIPMENT THAT ADHERES TO THE SPECIFICATIONS, NOTES, AND DRAWINGS HEREIN. THE EXISTING HOISTWAY SHALL BE MEASURED WITH RESPECT TO HOISTWAY WIDTH, HOISTWAY DEPTH, OVERHEAD AND PIT DEPTH, PLATFORM DIMENSIONS, CLEAR INSIDE CAR DIMENSIONS, AND EXISTING ENTRANCE LOCATIONS WITH DOOR TYPE. THIS INFORMATION SHALL BE COMPILED ON THE DESIGN DRAWINGS AND ELEVATOR SHOP DRAWINGS SHALL BE PRODUCED WITH TECHNICAL DETAILS FOR THE BASIS OF DESIGN SELECTION AS REQUIRED BY CODE.

D. THE BASIS OF DESIGN MACHINE IS THE IMPERIAL 527-LS ACPM GEARLESS MACHINE.

3. MECHANICAL/PLUMBING SITE PREPARATION SPECIFIC

A. THE EXISTING CONDITIONS OF THE MACHINE ROOM INCLUDES A WINDOW STYLE AIR CONDITIONER AND WALL MOUNTED EXHAUST FAN WITH LOCAL CONTROLS. THE SHAFT CONTAINS A VENTILATION LOUVER THAT WILL REMAIN IN PLACE. THERE A PLUMBING DRAIN PIPE THAT RUNS ALONG THE ENTIRE HEIGHT OF THE WALL IN THE

NORTH WEST CORNER OF THE PENTHOUSE.

B. THE EXISTING MECHANICAL EQUIPMENT IN THE MACHINE ROOM SHALL BE REMOVED AND DEMOLISHED. THERE IS NO ANTICIPATED PLUMBING DEMOLITION.

C. A NEW DEDICATED AIR CONDITIONING SYSTEM SHALL BE DESIGNED, AS REQUIRED BY CODE, TO SUPPORT THE MACHINE ROOM AREA. THE EQUIPMENT WILL BE A MINI- SPLIT STYLE DIRECT EXPANSION (DX) UNIT WITH CONDENSING UNIT PLACED OUTDOORS AT GROUND LEVEL. THE INDOOR EVAPORATOR/FAN UNIT WILL BE MOUNTED ON THE WALL WITH DRAIN CONNECTED TO NEAREST DRAIN LOCATION PER MANUFACTURER RECOMMENDATIONS. THE EXISTING AIR VENT AND DUCTWORK WITHIN THE HOISTWAY WILL REMAIN UNCHANGED. THE NEW AIR CONDITIONING EQUIPMENT SHALL BE SIZED BASED ON VA DESIGN CRITERIA AND EQUIPMENT LOADS PROVIDED BY

THE VENDOR. AT THIS TIME.

D. NO PLUMBING WORK IS ANTICIPATED BEYOND THE DRAIN CONNECTION FOR THE MACHINE ROOM AIR CONDITIONING UNIT. THE EXISTING HOISTWAY IS NOT SPRINKLERED, HOWEVER, THE ELEVATOR LOBBIES ARE SPRINKLERED AND THEREFORE A SUMP PUMP WILL BE REQUIRED.

4. ARCHITECTURAL

A. THE GROUND FLOOR DOORS TO THE MORGUE WILL BE REMOVED AND INFILLED WITH MASONRY BLOCK, TO MATCH THE ADJACENT THICKNESS. THE ELEVATOR SHAFT SERVES MORE THAN 3 LEVELS, AND MUST BE 2-HOUR FIRE RESISTANCE RATED PER IBC 713.4. THE INTERIOR SIDE OF THE GROUND FLOOR WALL CURRENTLY HAS A DOOR.

THIS WILL BE REMOVED, AND INFILLED WITH METAL FRAMING AND GYPSUM BOARD. THE ENTIRE WALL WILL BE PAINTED CORNER TO CORNER, FULL HEIGHT AND WILL HAVE

A BASE TO MATCH THE EXISTING.

B. THERE ARE TWO PIPES WITHIN THE ELEVATOR SHAFT THAT SPAN THE FULL HEIGHT OF THE ELEVATOR SHAFT. ONE HAS A WRAP THAT IS CONSIDERED TO BE

PRESUMED ASBESTOS CONTAINING MATERIAL (PACM), PER 29 CFR 1926.1101.

C. THE ELEVATOR CONTROLS IN THE LOBBY WILL BE REPLACED WITH NEW, IN KIND EQUIPMENT. ANY PENETRATIONS IN THE WALL WILL BE COVERED WITH A STAINLESS STEEL FINISH PLATES MATCHING THE ELEVATOR MANUFACTURER’S EQUIPMENT. THE GOAL WILL BE TO MINIMIZE INFILLING OLD PENETRATIONS IN THE WALL BEHIND, AS THE NEW INFILL MATERIAL WILL BE DIFFICULT TO BLEND IN WITH THE EXISTING FINISHES.

5. ELECTRICAL

A. THE ELECTRICAL SYSTEM TO FEED THE TWO NEW ELEVATORS WILL CONSIST OF THE WORK OUTLINED IN THE FOLLOWING PARAGRAPHS. THE PROVIDED SIZES OF THE ELECTRICAL EQUIPMENT ARE BASED ON PRELIMINARY ESTIMATES OF THE LOADS THAT THE ELEVATORS WILL PUT ON THE ELECTRICAL SYSTEM. THESE SIZES WILL NEED TO BE REFINED WHEN THE FINAL ELEVATORS ARE CHOSEN AND SPECIFICATIONS ARE AVAILABLE.

B. THE EXISTING CONDUCTORS THAT FEED THE EXISTING ELEVATORS FROM PANEL PP1 IN MECHANICAL ROOM 16 ON THE GROUND FLOOR WILL BE DISCONNECTED AND REMOVED FROM THEIR CONDUIT. A NEW FEED CONSISTING OF TWO PARALLELED 3-PHASE CIRCUITS OF 250MCM WILL BE INSTALLED WITH ALONG WITH A PARALLELED 250MCM NEUTRAL AND A #2 GROUND. IF POSSIBLE, THE EXISTING CONDUIT WILL BE REUSED. IF FOUND TO BE DAMAGED OR INSUFFICIENTLY SIZED, THE EXISTING CONDUIT WILL BE REMOVED AND REPLACED WITH A NEW CONDUIT. IT IS POSSIBLE THAT THE EXISTING CONDUCTORS CONTAIN ASBESTOS INSULATION. THEY WILL BE TESTED FOR ASBESTOS PRIOR TO REMOVAL AND, IF FOUND TO CONTAIN ASBESTOS, WILL BE REMOVED USING THE PROPER HAZMAT PROCEDURES. THE NEW CONDUCTORS PROVIDED IN THIS INSTALLATION WILL IMPROVE THE INTEGRITY OF THE SYSTEM BY REDUCING THE CHANCES OF CONDUCTOR FAILURE. THEY WILL ALSO ADDRESS THE EXISTING CODE VIOLATION OF 2014 NEC CODE SECTION 300.14, WHICH REQUIRES THAT THE CONDUCTORS ENTER THE JUNCTION BOX BY A MINIMUM OF 6 INCHES. IT IS ANTICIPATED THAT THE EXISTING 400A FUSES IN PANEL PP1 WILL BE REUSED. THIS WILL BE VERIFIED WHEN THE FINAL SPECIFICATIONS FOR THE ELEVATORS ARE AVAILABLE. ASSUMING A 400A FEED, THE VOLTAGE DROP ON THESE CONDUCTORS HAS BEEN CALCULATED VIA THE METHOD IN THE 2014 NEC CODEBOOK TO BE 1.34%, WHICH IS WELL BELOW THE TYPICALLY RECOMMENDED MAXIMUM OF 3%.

C. IN THE PENTHOUSE, THE EXISTING ELEVATOR DISCONNECTS AND JUNCTION BOX NEAR THE STAIRWAY WILL BE REMOVED. IT HAS YET TO BE DETERMINED IF THE EMERGENCY POWER SWITCH AND MANUAL TRANSFER SWITCH ARE DEDICATED TO THE ELEVATORS. IF THIS IS THE CASE, THESE WILL ALSO BE REMOVED. THE CONDUIT FROM PANEL PP1 WILL BE EXTENDED INTO THE ELEVATOR MACHINE ROOM, WHERE IT WILL ENTER A NEW 400A 120/208V ELEVATOR PANELBOARD (PP-EL). PANEL PP-EL WILL PROVIDE CIRCUITS TO POWER EACH ELEVATOR, AS WELL AS CIRCUITS FOR EACH ELEVATOR’S HVAC SYSTEM, LIGHTS, AND RECEPTACLES. SEE F7 OF DRAWING E-101 FOR AN ELECTRICAL ONE-LINE SHOWING THE PROPOSED ELECTRICAL SYSTEM. THE ELEVATOR MANUFACTURER HAS INDICATED THAT THEY RECOMMEND FEEDING THE ELEVATORS WITH 480V. THEREFORE, ALSO INSTALLED IN THE ELEVATOR MACHINE ROOM WILL BE TWO 45KVA TRANSFORMERS TO INCREASE THE SUPPLIED 208V UP TO 480V. EACH ELEVATOR WILL BE SUPPLIED BY ITS OWN DEDICATED CIRCUIT FROM PANEL PP-EL AND ITS OWN DEDICATED TRANSFORMER. THIS WILL ALLOW FOR MAINTENANCE TO BE PERFORMED ON EACH ELEVATOR INDIVIDUALLY WITHOUT TAKING THE OTHER OFFLINE. SEE B7 OF DRAWING E-101 FOR PROPOSED LOCATIONS

WITHIN THE ELEVATOR MACHINE ROOM FOR PANEL PP-EL AND THE TWO TRANSFORMERS.

D. THIS PROPOSED ELECTRICAL SYSTEM WILL ADDRESS THE AREAS OF THE EXISTING ELEVATOR ELECTRICAL SYSTEM WHICH ARE NOT COMPLIANT WITH THE 2014 NEC CODE. THE EXISTING ELEVATOR DISCONNECTS ARE NOT WITHIN SIGHT OF THE MOTOR CONTROLLERS, WHICH IS A VIOLATION OF 2014 NEC CODE SECTION 620.51(C).

USING THE BREAKERS WITHIN PANEL PP-EL AS THE ELEVATOR DISCONNECTS RESOLVES THIS CODE VIOLATION. THE OVERCURRENT DEVICES FEEDING THE ELEVATOR CAR LIGHTS, RECEPTACLES, AND HVAC ARE NOT CURRENTLY LOCATED WITHIN THE ELEVATOR MACHINE ROOM. IT IS BELIEVED THAT THESE ARE LOCATED WITHIN ROOM 320 ON THE THIRD FLOOR. THIS IS A VIOLATION OF 2014 NEC CODE SECTIONS 620.22(A) AND 620.22(B). REMOVING THESE CIRCUITS FROM THE PANEL IN ROOM 320 AND PROVIDING BREAKERS WITHIN PANEL PP-EL FOR THESE CIRCUITS RESOLVES THIS CODE VIOLATION.

E. ALSO AS A PART OF THIS PROJECT, ELECTRICAL WORK WILL BE PERFORMED IN THE ELEVATOR PIT AND HOISTWAY. IT WAS CONFIRMED DURING A SITE VISIT THAT THERE ARE RECEPTACLES AND LIGHTING WITHIN THE ELEVATOR PIT, BUT THAT THE RECEPTACLES ARE NOT GFCI. THIS IS A VIOLATION OF 2014 NEC CODE SECTION

620.85. THESE RECEPTACLES WILL BE REPLACED WITH GFCI RECEPTACLES TO RESOLVE THIS CODE VIOLATION. THE LIGHTING CIRCUIT FROM THE PIT WILL ALSO BE EXTENDED UP THE HOISTWAY WITH A NEW LIGHT PROVIDED AT EACH FLOOR. A LIGHT SWITCH WILL BE INSTALLED ON THE WALL JUST INSIDE THE DOORWAY TO THE

HOIST AT EACH FLOOR TO IMPROVE THE ILLUMINATION OF THE HOISTWAY.

F. ADDITIONAL FIRE ALARM DEVICES SHALL BE ADDED IN ELEVATOR MACHINE ROOM. CONTRACTOR SHALL CONNECT, TEST AND ENSURE PROPER INTERFACE BETWEEN FIRE ALARM SYSTEM AND ELEVATOR CONTROL SYSTEMS FOR ELEVATOR RECALL AND SHUTDOWN. SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 72 NATIONAL FIRE

ALARM AND SIGNALING CODE.

6. STRUCTURAL

A. THE EXISTING HOISTWAY IS CONSTRUCTED OF CONCRETE MASONRY. THE ELEVATORS ARE ROPED, WITH THE HOISTING MACHINES DIRECTLY OVERHEAD. THE HOISTING

MACHINES REST ON A CAST-IN-PLACE CONCRETE FLOOR.

B. THERE IS NO ANTICIPATED STRUCTURAL DEMOLITION OR MODIFICATIONS TO THE EXISTING BUILDING.

C. NEW STRUCTURAL WORK SHALL BE LIMITED TO THE REQUIRED HOISTING PROVISIONS SET FORTH BY THE ELEVATOR MANUFACTURER. AS REQUIRED, SEISMIC BRACING

SHALL BE PROVIDED ACCORDING TO THE SEISMIC DESIGN CATEGORY SUMMARIZED BELOW.

• FACILITY CATEGORIZATION: ANCILLARY FACILITIES – RISK CATEGORY II

• PER TABLE 8-VA SEISMIC DESIGN MANUAL H-18-8: SS=0.251; S1=0.071, SEISMICITY=ML (MODERATE – LOW)

• PER ASCE 7

• SITE CLASS: D; FA=1.6; FV=2.4

• SMS=FASS=0.4016

• SM1=FVS1=0.1704

• SDS=(2/3)SMS=0.268

• SD1=(2/3)SM1=0.114

• SEISMIC DESIGN CATEGORY: B (PER TABLES 11.6-1 AND 11.6-2 OF ASCE 7)

7. HAZARDOUS MATERIALS

A. BASED ON FIELD INVESTIGATION, TWO KNOWN OR SUSPECTED AREAS OF ASBESTOS CONTAINING MATERIALS EXIST WITHIN THE WORK AREA. THE FIRST IS MECHANICAL PIPE WITH SUSPECTED ASBESTOS INSULATION WITHIN THE HOISTWAY. THIS PIPE CHASE SHALL BE ENCAPSULATED AS PART OF THIS PROJECT AND THE PIPE INSULATION SHALL BE TESTED AND ABATED. THE PIPE SPANS THE ENTIRE HOISTWAY. THE SECOND SUSPECTED AREA IS A MECHANICAL PIPE, WHICH RUNS ABOVE THE STAIRWELL LEADING FROM THE 3RD FLOOR INTO THE PENTHOUSE. DEPENDING ON THE CONTRACTOR’S EQUIPMENT RIGGING PLAN, THIS PIPE MAY BE DISTURBED, AND THEREFORE REQUIRE TESTING AND POTENTIAL ABATEMENT. A/E SHALL PROVIDE REQUIRED DRAWINGS INDICATING LOCATIONS OF KNOW OR SUSPECTED ACM, ALONG WITH

CORRESPONDING SPECIFICATIONS.

B. THE CONTRACTOR SHALL COMPLETE THEIR OWN SURVEY OF THE WORKSPACE, REVIEW THE MOST RECENT ENVIRONMENTAL SURVEY, AND IF ANY ADDITIONAL HAZARDOUS MATERIALS ARE ENCOUNTERED, REPORT THEM TO THE COR AND AWAIT FURTHER GUIDANCE.

8. SPRINKLER

A. THE EXISTING BUILDING IS CURRENTLY PROTECTED WITH A WET-PIPE SPRINKLER SYSTEM AND A WET-STANDPIPE SYSTEM. THERE IS A 500 GPM @ 85 PSI ELECTRIC FIRE PUMP LOCATED IN THE BASEMENT THAT SERVES THE BUILDING FIRE PROTECTION SYSTEM. CURRENTLY THERE ARE NO SPRINKLERS INSTALLED IN THE EXISTING

ELEVATOR MACHINE ROOM, PENTHOUSE, AND AT THE TOP OF THE HOISTWAY.

THERE IS NO DEMO WORK ANTICIPATED.

B. THE ANTICIPATED LEVEL OF ALTERATION PER THE INTERNATIONAL EXISTING BUILDING CODE AS ADOPTED BY THE VA IS A LEVEL 1 ALTERATION. PER SECTION 703, ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED. SINCE THERE ARE NO EXISTING SPRINKLERS WITHIN THE WORK

AREA, SPRINKLERS WOULD NOT BE REQUIRED UNDER A LEVEL 1 ALTERATION.

UP

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTSOffice 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 A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

GENERAL NOTES:

SYMBOL LEGEND:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

C&S Companies 499 Col Eileen Collins Blvd Syracuse, New York, 13212

(315) 455-2000

UPGRADE ELEVATORS

MONTROSE, NY

620-19-101

BUILDING 1

01/15/2021 JWE JAH

KEYED NOTES:

KEY PLAN:

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HAZARDOUS MATERIAL

ABATEMENT PLAN

3/4" = 1'-0"1 ENLARGED GROUND FLOOR PLAN

HAZARDOUS MATERIAL NOTES:

1. THE CONTRACTOR SHALL REVIEW ALL HAZARDOUS MATERIALS SURVEYS PROVIDED AS PART OF THE CONTRACT DOCUMENTS. IF ANY ADDITIONAL HAZARDOUS MATERIALS ARE ENCOUNTERED, REPORT THEM TO THE COR AND AWAIT FURTHER GUIDANCE - THESE MATERIALS WILL REQUIRE REMOVAL/ABATEMENT IF DISTURBED BY THE

ELEVATOR UPGRADES.

2. ASBESTOS/PCB ABATEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS 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.

3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL ASBESTOS-CONTAINING MATERIALS AND

ASBESTOS-CONTAMINATED MATERIALS WITHIN THE SPECIFIED AREAS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES OF ASBESTOS-CONTAINING AND PCB-

CONTAINING MATERIALS.

5. CONTRACTOR IS RESPONSIBLE FOR PRECLEANING ANY AND ALL EXISTING ASBESTOS CONTAMINATION, DUST

AND DEBRIS WITHIN THE REMOVAL AREAS.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF BUILDING FINISHES. FLOORING SHALL BE PROTECTED WITH 1/8" MASONITE SHEETS. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES CAUSED BY

ABATEMENT ACTIVITIES OR HIS PERSONNEL.

7. THE CONTRACTOR IS TO REMOVE THE ASBESTOS-CONTAINING MATERIALS (ACM'S) AND PCB-CONTAINING MATERIALS IN ACCORDANCE WITH NEW YORK STATE INDUSTRIAL CODE RULE 56 (12 NYCRR PART 56), THE VA SPECIFICATION AND APPLICABLE FEDERAL OSHA AND EPA REGULATIONS. WHERE THERE IS A DISCREPANCY, THE

MOST STRINGENT REGULATION SHALL APPLY.

8. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF HIS REMOTE PERSONNEL AND WASTE

DECONTAMINATION UNIT(S), AND WASTE DUMPSTER WITH THE COR.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM ASBESTOS

ABATEMENT ACTIVITIES.

10. 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 ABATEMENT ACTIVITIES.

11. SCHEDULING OF WORK SHALL BE COORDINATED WITH THE COR. ASBESTOS ABATEMENT SHALL BE COORDINATED TO AVOID INTERRUPTIONS TO THE NORMAL ACTIVITIES OF THE FACILITY. THE REMOVAL MAY BE

SCHEDULED AFTER NORMAL BUSINESS HOURS AT NO ADDITIONAL COST TO THE OWNER.

12. IN AREAS OF PUBLIC ACCESS, THE CONTRACTOR SHALL ERECT ISOLATION BARRIERS THAT SEPARATE THE WORK AREAS FROM THE REMAINDER OF THE BUILDING. THE BARRIERS SHALL BE CONSTRUCTED OF A FIRE RETARDANT SHEATHING MATERIAL OF AT LEAST 1/2" THICKNESS. THE ISOLATION BARRIER SHALL BE PLASTICIZED WITH TWO

(2) LAYERS OF 6-MIL PLASTIC SHEETING. THE ISOLATION BARRIERS SHALL BE CAULKED AT THE SHEATHING SEAMS AND WHERE THE SHEATHING MEETS THE FLOOR, WALLS AND CEILING. THE ISOLATION BARRIER SHALL BE CONSTRUCTED USING 2"X4" FRAMING, 16 INCHES CENTER-TO-CENTER, AND CAULKED AT ALL SEAMS.

13. ALL ASBESTOS AND PCB-CONTAMINATED MATERIALS WITHIN THE CONTRACT LIMITS SHALL BE REMOVED AND DISPOSED OF AS CONTAMINATED WASTE UNLESS SPECIFICALLY EXCLUDED IN THE SPECIFICATIONS.

14. THE ABATEMENT CONTRACTOR SHALL PERFORM REMOVAL WITHIN HEPA-FILTERED NEGATIVE AIR PRESSURE TENT ENCLOSURES. ALL ABATEMENT AREAS SHALL HAVE AN AIRLOCK ENTRANCE OR ATTACHED DECON UNIT.

THE TENT ENCLOSURE SHALL BE VENTED TO THE OUTDOOR AIR VIA HEPA-FILTERED NEGATIVE AIR MACHINES.

TENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 12 NYCRR PART 56. IN AREAS OF PUBLIC ACCESS THE

TENT ENCLOSURES SHALL BE SHEATHED FOR SAFETY.

15. TESTING OF PCBs IN ELEVATOR MACHINES SHALL BE CONDUCTED BY CONTRACTOR. ALL PCB CONTAINING MATERIAL SHALL BE REMOVED AND RECYCLED IN ACCORDANCE WITH SPECIFICATIONS AND ENVIRONMENTAL

PROTECTION AGENCY (EPA) PROCEDURES.

16. THE LIMITED ASBESTOS INSPECTION REPORT DATED 12/27/19 PERFORMED BY AIRTEK SHALL BE INCLUDED AND FOLLOWED AS A CONSTRUCTION DOCUMENT. ALL ASBESTOS CONTAINING MATERIAL (ACM) AND PRESUMED

ASBESTOS CONTAINING MATERIAL (PACM) SHALL BE ABATED.

17. THE LEAD-BASED PAINT TESTING REPORT DATED 12/30/19 PERFORMED BY AIRTEK SHALL BE INCLUDED AND FOLLOWED AS A CONSTRUCTION DOCUMENT. ALL LEAD-BASED PAINT IDENTIFIED IN REPORT SHALL BE ABATED.

1 REMOVE ASBESTOS CONTAINING PANELS FROM INTERIOR ELEVATOR CAR WALLS (APPROX. 500 SQ. FT)

2 REMOVE ASBESTOS CONTAINING AIRCELL INSULATION FROM 1" PIPE (APPROX. 100 LINEAR FT)

3 AVOID DISTURBING FLOOR TILE IN ELEVATOR LOBBY

4 AVOID DISTURBING EXISTING PIPE IN PENTHOUSE STAIRWAY (APPROX. 20 LINEAR FT)

ELEVATOR CAR 2

ELEVATOR CAR 1

1/2" = 1'-0"2 HAZARDOUS MATERIALS PLAN - PENTHOUSE

5 REMOVE PCBs FROM EXISTING ELEVATOR MACHINES & MOTORS

6 REMOVE PCBs FROM EXISTING ELEVATOR CONTROLS CABINET

N

6 REMOVE PRESUMES ASBESTOS CONTAINING ELECTRICAL CLOTH WRAP FROM PANEL B01-PP1 (APPROX. 2 SF)

7 REMOVE PRESUMED ASBESTOS CONTAINING TRANSITE PANELS IN ELEVATOR MACHINE ROOM (APPROX. 12 SF)

8 REMOVE PRESUMED ASBESTOS CONTAINING GASKET FROM PENHOUSE ELEVATOR ROOM (APPROX. 1 SF)

A

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GENERAL DEMOLITION NOTES:

1. PROITCT EXISTING ELECTRICAL PANELS AND SPRINKLERS FlROM DUST /DEBRIS DURING DEMOLITION.

2. �LY WET MOPPING MUST BE COMPLETED TO AVOID DAMAGE TO EXISTING EQUIPMENT.

3. NO LIVE ELECTRICAL WORK. PRO�DE 2 WEEKS WRITTEN NOTICE TO VA FOR SCHEDULING WORK.

4. INSTALL PLASTIC FOR DUST CONTROL DURING DEMOLITION.

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C&S Engineers Inc.

499 Col. Eileen Collins Blvd.

Syracuse, New York 13212

(315) 455-2000

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I OF OTHER ELEVATOR

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(TYP EACH FLOOR)

NOTE: MOVE ENCLOSURE TO OTHER ELEVATOR

DOOR OPENING UPON COMPLETION OF ELEVATOR

INSTALLATION. TYPICAL ALL FLOORS.

ARCHITECT/ENGINEER OF RECORD

A/E:

Watson Engineering, P.C.

1112 Slate Rte. 434 Owego, NY 13827

(607) 223-4334

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Project Tltle

UPGRADE ELEVATORS

Project Number

620-19-101Office of DEMOLITION PLANS AND 100% BID DOCUMENTS Construction s

Building Number """?-ED ,;,.c DETAIL Building 1 &°" �,"' , o,,,.""1� and Facilities

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1 2 3 4 5 6 7 8 9 10

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C1 ELEVATOR MACHINE ROOM CONSTRUCTION PLAN

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

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MECHANICAL AND ELECTRICAL

DRAWINGS FOR LOCATION AND SIZE

r lNFlll 2 HOUR

RATIED WALL SEE

F7/A-101

ELEVATOR

PIT

2 HOUR RATIED SHAFT

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\_ 2 HOUR RATED SHAFT. FlRE STOP All EXISTING AND

NEW PENETRATIONS TO

MAINTAIN 2 HOUR RATING

F1 GROUND FLOOR CONSTRUCTION PLAN

SCALE: 112" -1'-0"

• .. •,4• . . . . ··.

EXISTING SLAB

CONSULTANT ARCHITECT/ENGINEER OF RECORD

E:

C&S Engineers Inc.

499 Col. Eileen Collins Blvd.

Syracuse, New York 13212

(315) 455-2000 ••

A/E:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

LU� T,E,C7F7

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STAMP

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\ EXISTING MASONRY

WAll TO REMAIN h----'l--.---!-----1--1 I �-- REMOVE EXISTING GLAZING ANO I I I/ INSTALL ALUMINUM GLAZING INAll

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SEAL WATIERTIGHT WITIH CONTINUOUS

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�- EXISTING WINDOW FRAME TO REI.WN

I/ EXISTING \11NDOW Sill TO REI.WN

. WINDOW R.O.: 49" HIGH X 40" WIDE (VERIFY IN FIELD)

SEE PLAN

STEEL GRATIE

NOTCH EXISTING CONCREIE

SLAB TO RECEIVE STEEL GRATE

Drawing Title

ARCHITECTURAL PLANS

AND DETAILS

Office of Construction and Facilities Management Approved: Project Director

8 9

-- 3 5/8' METAL FRAMING

5/8" GYPSUM BCARD

EXISTING WALL

MORGUE / r TILE TD MATCH ADJAGENT

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ALIGN

;1>-�71 ___ m!/"l -��=�l i:iiimi�l 1�-J< >

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UNDERSIDE OF STRUCTURE _/ �···

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1" GYPSUM LINER PANELS _/ : ' l;l

FIRE STOP AND SEALANT AT

RATED WALLS

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C-H SHAPED 18 GA STUDS

AT 24" OC, 2 1 /2" DEEP

(2) LAYERS 5/8" GYPSUM BOARD

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ACOUSTIC SEALANT

2-HOUR FIRE RESISTANCE

RATED SHAFT WALL PER UL U415

SYSTEM B

Phase Project Tltle Project Number

100% BID DOCUMENTS UPGRADE ELEVATORS 620-19-101

Building Number Building 1

Location

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Date:

VA FORM 08 - 6231

1 2

CONSULTANT

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C&S Engineers Inc.

499 Col, Eileen Collins Blvd, Syracuse, New York 13212

(315) 455-2000

4 5

4'-0"

II

BRACKET SUPPORT·---+-,

RETURN HANDRAIL TO WALL----+,

1 I /2'' (lYP) l\JBE S1£EL (m')

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1 1 /2" DL'. P�NTED

METAL HANDRAIL

SOLID RISERS (m')

(lYP)

STEEL GRATE (m') -+--+--l\JBE S1£EL (lYP)

STEEL CHANNEL (m')

C4 ����_?.ED METAL STAIR PLAN C7 �A�!

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TAIR SECTION DETAIL

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F4 ����_?.ED METAL STAIR PLAN

4'-0"

ARCHITECT/ENGINEER OF RECORD

C:E&S

COMPANIES®

A/E:

Watson Engineering, P.C.

1112 State Rte, 434 Owego, NY 13827

(607) 223-4334

LU� T,E,C7F7

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STAMP

TUBE STEEL

(m')

RETURN HAND�L TO WALL

NOTE: STAIR DESIGN IS DELEGATED TO FABRICATOR.

REFER TO SPECIFlCATION SECTION 055100 METAL STAIRS

4 . ·"' 4 .ci

P�NTED METAL GUARD�L

PAINTED METAL HAND�L

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GUARDRAIL AT 42" AFF (lYP)

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METAL STAIR ELEVATIONS

AND DETAILS

Approved: Project Director

Phase

100% BID DOCUMENTS

l\JBE STEEL (lYP)

Project Tltle Project Number

UPGRADE ELEVATORS 620-19-101

Building Number Building 1

Location

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Drawing Number Montrose, NY

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EllVA.T!R (EIEJIAL NCll1S:

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REPLACE CAll Bl/TTONS IN SAME

LOCA]ON. NEW FACEPLATES TO BE

SAME OR LARGER THAN EXIS]NG

1. PIICVIIE SICNAGE AT AU. LlllllES. SEE DETAIL F1/A-202 2.. RE-U� CORRDOR IJMIERN I..OCATDf!. CONTRACTOR m IICllJFY RACK IIOXES m AOCEPT ID'

0 .., C1 TYPICAL ELEVATION AT ELEVATOR LOBBY

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

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F1 ELEVATOR SIGNAGE

SCALE: N OTTO SCALE

VA FORM 08 - 6231

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PICTOGRAM &

SYMBOL SIGN

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EXISTING GLAZED r 81.0CK WAll TO REMAIN REPLACE HAll LANTERNS

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LATES (TYP) r lNSA

FACEP

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EXISTING fuvATOR J -ol

HOISTWAY ACCESS

COmROLS (TYP)

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(TYP)

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BASE TO REMAIN

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Elevators Are Out Of Service

V: , WHITE (TYP)

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RED (lYP)

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GENERAL NOTES (PICTOGRAM) S-7

1. SURFACE ENGRAVING TO BE

HELVETICA MEDIUM .250 H. BLACK

EPOXY FILLED UNLESS OTHERWISE

NOTED

2. SURFACE ENGRAVING FOR

TAMPER-PROOF DEVICE TO BE

. I 56" H.

3. ALL SHARP EDGES SHALL BE BROKEN

EXCEPT FOR HAIRLINE JOINT.

4. SIGNAGE TO READ "IN CASE OF FIRE,

ELEVATORS ARE OUT OF SERVICE", IN

ACCORDANCE WITH ASME A 17 .1

SECTION 2.27.9

CONSULTANT

E:

C&S Engineers Inc.

499 Col. Eileen Collins Blvd.

Syracuse, New York 13212

(315) 455-2000

Date: Tag:

2 3

4 5 6 7 8 9 10

2 EQUAL PANELS 3 EQUAL PANELS 3 EQUAL PANELS

• EQ.

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EQ. •

lr-+-ttt-t-+t-t---+1 j" O.D. ROUND HANDRAL

WITH RITURNED ENDS

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TO BE

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ELIVATOR WALL

C4 ;;E��.��.ON INTERIOR ELEVATION

6"

VARIES

2 EQUAL PANELS

EQ. EQ. 6"

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B ,,., d w

0 �/����?R CAB FINISH PLAN (TYPICAL)

� TERRAZO I :NURAZZANO TERRAZO TILE C 502 WHITE ICE

I :" ·1 TERRAZO 2:NURAZZANO TERRAZO TILE C 511 DUSK

F4 ELEVATOR FIINSH PLANS

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

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ARCHITECT/ENGINEER OF RECORD

A/E:

Watson Engineering, P.C.

1112 State Rte. 434

Owego, NY 13827

(607) 223-4334 d w w z <�d "' w

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SOUTH

VARIES

LEMERGE

HANDS

NCY COMMUNICATION

FREE PHONE

WEST

8 !"W X5 j" CERTIFICATE WINDOW

CAR OPERA]ON PANEL

ALL CONTROLS TO BE MANUFACTURER

STANDARD AS SPECIFlED AND REQUIRED BY ADA

ELEVATOR GENERAL CONSTRUCTION NOTES:

1. FINISH, BASE, PANEL DIMENSIONS SHOWN FOR REFERENCE ONLY. ELEVATOR MANUFACTURER TO SUBMIT MANUFACTURER

SPECIFIC DIMENSIONS FOR REVIEW BY ARCHITECT DURING SHOP DRAWING SUBMITTALS.

1.....---SECURITY CAMERA. CONFlRM FINAL LOCATION WITH ARCHITECT.