528A7-18-716 Renovate Main Kitchen Drawings_Revised_V4.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR BIDOffice 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:

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

800 IRVING AVE, SYRACUSE, NY 13210

PROJECT NO: 528A7-18-716

PROJECT DATA PROJECT DESCRIPTIONDRAWING INDEX

SITE LOCATION KEY PLAN

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

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

11/23/2022 JWE SRB

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 21 Powers Rd Binghamton, New York, 13903

(607) 242-5571

BI

M

8A 7-

-7

R en ov at e

M ai n Ki tc he n/ R en ov at e

M ai n Ki tc he n_ R

.rv t

/2 1/

:5

0:

P M

T-100R

TITLE SHEET

Sheet Number Sheet Name

T-100R TITLE SHEET

G-100R GENERAL NOTES & SYMBOLS

G-101 CODE CONFORMANCE

G-102R1 CONSTRUCTION SEQUENCING AND INFECTION CONTROL PLAN

H-101R HAZARDOUS MATERIALS PLAN

AD-101 ARCHITECTURAL DEMOLITION PLAN

A-101 ARCHITECTURAL PLAN

A-102 ARCHITECTURAL REFLECTED CEILING PLAN

A-301 ENLARGED BATHROOM PLANS

A-501 TYPICAL DETAILS

A-502 WINDOW DETAILS & PARTITION TYPES

A-701 SIGNAGE PLAN AND DETAILS

FX-001 FIRE PROTECTION SYMBOLS, NOTES AND DETAILS

FX-101 FIRE PROTECTION PLAN

M-001 MECHANICAL NOTES AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL PLAN

M-102 MECHANICAL EQUIPMENT PLAN

M-103 MECHANICAL CEILING PLANS

M-501 MECHANICAL SCHEDULES AND DETAILS

M-701 MECHANICAL CONTROLS SCHEMATICS

M-702 AHU-16 CONTROLS MODIFICATIONS

E-001 ELECTRICAL ABBREVIATIONS

ED101 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL PLAN

E-501R ELECTRICAL SCHEDULES AND PARTIAL RISER DIAGRAMS

E-502 LIGHTING DETAILS AND SCHEDULES

P-001 PLUMBING SYMBOLS, NOTES, AND ABBREVIATIONS

P-101 PLUMBING PLAN

P-301 PLUMBING PLANS - ENLARGED

QC101R EXISTING FOODSERVICE EQUIPMENT LAYOUT

QC102R FOODSERVICE EQUIPMENT LAYOUT

QC103 FOODSERVICE EQUIPMENT LAYOUT

QC104 UTILITY DISTRIBUTION SYSTEM DRAWING

QC105 UTILITY DISTRIBUTION SYSTEM DRAWING

QC106 WALK-IN FREEZER DRAWING

QC107 WALK-IN COMBINATION COOLER DRAWING

QC108 WALK-IN COMBINATION COOLER DRAWING

SEISMIC ANALYSIS

STATE: NEW YORK

COUNTY: ONONDAGA

GOVERNMENT PROPERTY: DEPARTMENT OF VETERANS AFFAIRS

LOCAL JURISDICTION: SYRACUSE VAMC

YEAR AND CODE IN EFFECT BY DISCIPLINE:

• VA HVAC DESIGN MANUAL, NOVEMBER 1, 2017

• VA ELECTRICAL DESIGN MANUAL, DECEMBER 2015

• H-18-8 VA SEISMIC DESIGN REQUIREMENTS, OCTOBER 1 2016

• INTERNATIONAL BUILDING CODE (IBC), 2015

• INTERNATIONAL MECHANICAL CODE, 2015

• NFPA 70, NATIONAL ELECTRICAL CODE, 2017

• ASCE-7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016

SITE ZONING: NA

SEISMIC ANALYSIS PER IBC:

• RISK CATEGORY IV, (ESSENTIAL FACILITY PER CHAP 7, TABLE 5 OF VA SEISMIC DESIGN MANUAL

• SITE CLASS D PER IBC 1613.3.2 (ASSUMED)

• SS = 0.141 (MAPPED SPECTRAL ACCELERATION FOR SHORT PERIOD PER IBC SECTION 1613.3.1)

• S1 = 0.051 (MAPPED SPECTRAL ACCELERATION FOR 1-SECOND PERIOD PER IBC SECTION 1613.3.1)

• FA = 1.6 (SITE COEFFICIENT PER IBC TABLE 1613.3.3(1))

• FV = 2.4 (SITE COEFFICIENT PER IBC TABLE 1613.3.3(2))

• SMS = FA SS = 0.225 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR SHORT PERIOD PER IBC 1613.3.3)

• SM1 = FV S1 = 0.122 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR 1-SECOND PERIOD PER IBC 1613.3.3)

• SDS = (2/3) SMS = 0.15

• SD1 = (2/3) SM1 = 0.081

• SEISMIC DESIGN CATEGORY: C

THE PROJECT WILL RENOVATE THE MAIN KITCHEN ON THE SECOND FLOOR AT THE SYRACUSE VA. THE PROJECT ENTAILS MECHANICAL UPGRADES TO FIX SOME SPACE COMFORT ISSUES, CONSOLIDATION AND REPLACEMENT OF EXISTING ELECTRICAL PANELS, AND REPLACEMENT OF ALL LIGHTING IN THE WORK AREA. THE KITCHEN WALK-IN COOLERS WILL BE REPLACED AND A NEW UTILITY DISTRIBUTION SYSTEM WILL BE PROVIDED. ARCHITECTURAL FEATURES WILL BE UPGRADED INCLUDING REPLACEMENT OF THE CEILINGS, PATCHING OF THE FLOOR TILES AND WALL, AND REMOVAL OF WALLS TO MAXIMIZE WORK AREA AND IMPROVE WORK FLOW. THE ENTIRE AREA OF RENOVATION IS APPROXIMATELY 6,600 SQUARE FEET.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

Project Director

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

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

06/23/2023 DW JD

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 747 Conklin Road Binghamton, New York 13903

(607) 217-5389

100% CONSTRUCTION

DOCUMENTS

RENOVATE MAIN KITCHENGENERAL NOTES & SYMBOLS

G-100R

GENERAL NOTES

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

2. 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 CONTRACTING OFFICER ’ S REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL EQUIPMENT INSTALLED MEETS THE INTENDED OPERATIONAL REQUIREMENTS OF THE VETERAN'S HEALTH ADMINISTRATION END-USER. SHOULD THERE

BE ANY DIFFERENCES IN PROVIDING UTILITY SERVICE TO THE EQUIPMENT OR CONFIGURATION/LOCATION OF THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS, THE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER AND CONTRACTING OFFICER REPRESENTATIVE AND PROPOSE MEANS AND METHODS TO MAKE ANY NECESSARY CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE NEW EQUIPMENT INSTALLATION. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES REQUIRED TO PROPERLY INSTALL THE EQUIPMENT, ALLOWING IT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH IT WAS DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE, BUT ARE NOT LIMITED TO, WEIGHT, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES. ACCOMMODATING SERVICES MAY ALSO BE REQUIRED, SUCH AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, CONNECTION SIZES FOR PIPES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS MUST BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. THESE CHANGES ARE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR'S RESPONSIBILITY FOR FIELD VERIFICATION OF MEASUREMENTS, EQUIPMENT AND UTILITIES PRIOR TO CONSTRUCTION IS REFERENCED IN NUMEROUS SECTIONS OF THE CONTRACT SPECIFICATIONS. ANY NEW WORK CHANGE REQUESTS BY THE CONTRACTOR, AS A RESULT OF ANY DEVIATION, WILL BE CONSIDERED ON A CASE-BY-CASE BASIS BY THE CONTRACTING OFFICER WHO WILL MAKE THE DETERMINATION, BASED ON REVIEW OF THE DRAWINGS AND SPECIFICATIONS, AS TO WHAT IS FAIR AND REASONABLE TO BOTH THE GOVERNMENT AND THE CONTRACTOR.

4. PRELIMINARY AIR BALANCE REPORT. AT THE BEGINNING OF THE WORK IMMEDIATELY AFTER RECEIVING NOTICE TO PROCEED, THE CONTRACTOR SHALL MEASURE AND SUBMIT A PRELIMINARY BALANCE REPORT IN COMPLIANCE WITH THE SPECIFICATIONS FOR ALL TERMINAL UNITS IN THE AREA OF WORK OF THIS PROJECT. MEASURE ALL SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES. IF AN AHU SERVES THE ENTIRE SPACE, MEASURE AHU IN FULL COOLING, MAX AIR FLOW, AT THE AHU, AND MAX AIR FLOW AT ALL ZONES AND ALL DIFFUSERS; MEASURE THE DISCHARGE STATIC PRESSURE AT THE AHU AND THE SUCTION STATIC PRESSURE AT THE AHU. THEN EACH ZONE SHALL BE SET TO FULL REHEAT AND THE AIR QUANTITY MEASURED AT EACH OUTLET AND THE WATER FLOWS AND TEMPERATURES MEASURED AT EACH REHEAT BOX. OTHER TERMINAL UNITS TO INCLUDE BUT NOT LIMITED TO: FAN COIL UNITS, RADIANT PANELS, AND CHILLED BEAM SHALL HAVE BOTH HYDRONIC AND AIRFLOW MEASURED AT FULL CAPACITY. THE EXISTING MECHANICAL DRAWINGS WILL BE PROVIDED BY THE FACILITY ENGINEERING DEPARTMENT AT THE VA. SUBMIT A BLANK AIR BALANCE REPORT FOR APPROVAL PRIOR TO BEGINNING THE PRELIMINARY AIR BALANCE.

5. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE CONTRACTING OFFICER ’ S REPRESENTATIVE SHALL SURVEY THE EXISTING CEILINGS TO BE REMOVED AND REPLACED FOR THEIR EXISTING CONDITION. THIS SURVEY WILL BE USED BY THE CONTRACTING OFFICER ’ S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH RE-INSTALLED CEILING COMPONENTS MUST BE REPLACED

WITH NEW.

6. REQUEST APPROVAL FROM THE CONTRACTING OFFICER ’ S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.

7. FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE CONTRACTING OFFICER ’ S REPRESENTATIVE PRIOR TO THE PROPOSED SHUTDOWN OF ANY SYSTEM.

8. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE CONTRACTING OFFICER ’ S REPRESENTATIVE; NOTIFY LOCAL AUTHORITIES AS REQUIRED.

9. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD. REFER TO SPECIFICATION DIVISION 1, “ GENERAL REQUIREMENTS ” , “ FIRE SAFETY

REQUIREMENTS ”.

10. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY.

11. 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.

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

13. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT. ANY CHANGES REQUIRED TO FIT EQUIPMENT, PIPING AND

DUCTWORK, THAT IS NOT CLEAR FROM THE DESIGN DRAWINGS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND CONTRACTING OFFICER REPRESENTATIVE. THESE CHANGES ARE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR'S RESPONSIBILITY FOR FIELD VERIFICATION OF MEASUREMENTS, EQUIPMENT AND UTILITIES PRIOR TO CONSTRUCTION IS REFERENCED IN NUMEROUS SECTIONS OF THE CONTRACT SPECIFICATIONS. ANY NEW WORK CHANGE REQUESTS BY THE CONTRACTOR, AS A RESULT OF ANY DEVIATION, WILL BE CONSIDERED ON A CASE-BY-CASE BASIS BY THE CONTRACTING OFFICER, WHO WILL MAKE THE DETERMINATION, BASED ON REVIEW OF THE DRAWINGS AND SPECIFICATIONS, AS TO WHAT IS FAIR AND REASONABLE TO BOTH THE

GOVERNMENT AND THE CONTRACTOR.

14. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS.

15. 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.

16. DO NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF

SUBMITTALS AND 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 CONTRACTING OFFICER ’ S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE CONTRACTING OFFICER ’ S REPRESENTATIVE.

17. DO 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 CONTRACTING OFFICER ’ 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.

18. 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.

19. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE (E) STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC. AS APPROPRIATE. REVIEW THE STRUCTURAL DRAWINGS IN THE ENGINEERING OFFICE.

20. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT OR BENEFICIAL TO THE OWNER AS DETERMINED BY THE CONTRACTING OFFICER ’ S REPRESENTATIVE SHALL BE UTILIZED OR INSTALLED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THE INTERPRETATION OF THE CONTRACTING OFFICER ’S REPRESENTATIVE.

21. 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 UNIFORM 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 CONTRACTING OFFICER ’ 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 CONTRACTING OFFICER ’ S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

22. 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 CONTRACTING OFFICER ’ S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT FOR THE GOVERNMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE LOCATION DESIGNATED BY THE

CONTRACTING OFFICER ’ S REPRESENTATIVE.

23. FOR EACH PHASE AND BEFORE INTERRUPTING EACH (E) UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE WILL BE INTERRUPTED, AND PROPOSE MEANS AND METHODS TO PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. THE CONTRACTOR'S RESPONSIBILITY FOR FIELD VERIFICATION OF MEASUREMENTS, EQUIPMENT AND UTILITIES PRIOR TO CONSTRUCTION IS REFERENCED IN NUMEROUS SECTIONS OF THE CONTRACT SPECIFICATIONS. ANY NEW WORK CHANGE REQUESTS BY THE CONTRACTOR, AS A RESULT OF ANY DEVIATION, WILL BE CONSIDERED ON A CASE-BY-CASE BASIS BY THE CONTRACTING OFFICER, WHO WILL MAKE THE DETERMINATION, BASED ON REVIEW OF THE DRAWINGS AND SPECIFICATIONS, AS TO WHAT IS FAIR AND REASONABLE TO BOTH THE

GOVERNMENT AND THE CONTRACTOR.

24. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING “ HOT WORK ” IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET (OR MORE BASED ON MOST STRINGENT BETWEEN FACILITY POLICY, MANUFACTURER'S RECOMMENDATIONS, OR NFPA 241) BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD “ HOT WORK ” . ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET (OR MORE BASED ON MOST STRINGENT BETWEEN FACILITY POLICY, MANUFACTURER'S RECOMMENDATIONS, OR NFPA 241) BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD “ HOT WORK ” .

25. 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 MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE WORK. THE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER AND CONTRACTING OFFICER REPRESENTATIVE AND PROPOSE MEANS AND METHODS TO MAKE ANY NECESSARY CHANGES AND ADJUSTMENTS TO ACCOMPLISH THE WORK. THE CONTRACTOR'S RESPONSIBILITY FOR FIELD VERIFICATION OF MEASUREMENTS, EQUIPMENT AND UTILITIES PRIOR TO CONSTRUCTION IS REFERENCED IN NUMEROUS SECTIONS OF THE CONTRACT SPECIFICATIONS. ANY NEW WORK CHANGE REQUESTS BY THE CONTRACTOR, AS A RESULT OF ANY DEVIATION, WILL BE CONSIDERED ON A CASE-BY-CASE BASIS BY THE CONTRACTING OFFICER, WHO WILL MAKE THE DETERMINATION, BASED ON REVIEW OF THE DRAWINGS AND SPECIFICATIONS, AS TO WHAT IS FAIR AND REASONABLE TO BOTH THE GOVERNMENT AND THE CONTRACTOR.

26. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE

LOCATIONS, CONTROL PANELS, CPU ’ S, ETC.

27. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, 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.

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

29. 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.

30. 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

CONTRACTING OFFICER ’ 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 CONTRACTING OFFICER ’ S REPRESENTATIVE.

31. ALL VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAR, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.

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

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

34. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE CONTRACTING OFFICER ’ S REPRESENTATIVE.

35. 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.

36. 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

CONTRACTING OFFICER ’ S REPRESENTATIVE.

37. 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.

38. 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.

39. 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.

40. 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.

41. 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.

42. 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. SEE THE

SPECIFICATIONS. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER ’ S REPRESENTATIVE. SUBMITTAL

REQUIRED.

43. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION 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. 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.

FD

WOMEN'S TOILET

C209

MEN'S TOILET

C207

DIETICIANS

C258

OI&T

C264

INGREDIENT

STORAGE

C205D

KITCHEN

FACILITY

C205

NOURISHMENT/

SNACK PREP

C205I

DISH ROOM

C205J

ELEV. LOBBY

B200

SHAFT

203A

TOILET

B204

SECTION CHIEF

C205G

MANAGER

C260

SALAD PREP

C205F

CALL CENTER

C205H

CART WASH

C205K

TRAINING ROOM

C205C

CHIEF N&FS

C262

COOLER

C205B

FREEZER

C205E

TRAVEL DISTANCE

151'

TRAVEL DISTANCE

172'

EXIST

STAIR

EXIST

STAIR

EXIST

STAIR

MECH

C205A

ZONE 28 FLOW AND

TAMPER SWITCHES

NOTE: ZONE 29 FLOW AND

DAMPER SWITCHES ARE IN

THE BACK STAIRCASE.

OFFICE

C205N

LIFE SAFETY LEGEND

2 HOUR FIRE RATED

SMOKE BARRIER

TRAVEL DISTANCE

EXIT

AREA NOT IN CONTRACT

Infection Control Risk Assessment

Matrix of Precautions for Construction & Renovation

Step One:

Using the following table, identify the Type of Construction Project Activity (Type A-D)

TYPE A Inspection and Non-Invasive Activities.

Includes, but is not limited to:

removal of ceiling tiles for visual inspection only, e.g., limited to 1 tile per 50 square feet painting (but not sanding) wallcovering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection.

TYPE B Small scale, short duration activities which create minimal dust Includes, but is not limited to:

installation of telephone and computer cabling access to chase spacescutting of walls or ceiling where dust migration can be controlled.

TYPE C Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies Includes, but is not limited to:

sanding of walls for painting or wall covering removal of floorcoverings, ceiling tiles and casework new wall construction minor duct work or electrical work above ceilings major cabling activities any activity which cannot be completed within a single workshift.

TYPE D Major demolition and construction projects Includes, but is not limited to:

activities which require consecutive work shifts requires heavy demolition or removal of a complete cabling system new construction.

Step Two:

Using the following table, identify the Patient Risk Groups that will be affected.

If more than one risk group will be affected, select the higher risk group:

Low Risk Medium Risk High Risk Highest Risk

• Office areas • Cardiology

• Echocardiography

• Endoscopy

• Nuclear Medicine

• Physical Therapy

• Radiology/MRI

• Respiratory Therapy

• CCU

• Emergency Room

• Labor & Delivery

• Laboratories (specimen)

• Medical Units

• Newborn Nursery

• Outpatient Surgery

• Pediatrics

• Pharmacy

• Post Anesthesia Care Unit

• Surgical Units

• Any area caring for immunocompromised patients

• Burn Unit

• Cardiac Cath Lab

• Central Sterile Supply

• Intensive Care Units

• Negative pressure isolation rooms

• Oncology

• Operating rooms including C-section rooms

Step Three: Match the

Patient Risk Group (Low, Medium, High, Highest) with the planned …

Construction Project Type (A, B, C, D) on the following matrix, to find the … Class of Precautions (I, II, III or IV) or level of infection control activities required.

IC Matrix - Class of Precautions: Construction Project by Patient Risk

Construction Project Type

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that Class III or Class IV control procedures are necessary.

Patient Risk Group TYPE A TYPE B TYPE C TYPE D

LOW Risk Group I II II III/IV

MEDIUM Risk Group I II III IV

HIGH Risk Group I II III/IV IV HIGHEST Risk Group II III/IV III/IV IV

Description of Required Infection Control Precautions by Class

During Construction Project Upon Completion of Project

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

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

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

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

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

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and Infection Prevention & Control Department and thoroughly cleaned by the owner’s Environmental Services Department.

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

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with cleaner/disinfectant.

5. Upon completion, restore HVAC system where work was performed.

C

LA

S S

II

I

APPLICABLE CODES

THE VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT THE VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE

ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC)

• NFPA 101 LIFE SAFETY CODE

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRIC CODE (NEC)

• INTERNATIONAL PLUMBING CODE

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE

(PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATIONS STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULIT-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER

CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15.

KITCHEN

FACILITY

C205

STAIRS

STAIRS

SPRINKLER ZONE 28

SPRINKLER ZONE 29

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR BIDOffice 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 Architects, Engineers & Landscape Architect, PLLC 499 Col. Elieen Collins Blvd Syracuse, New York 13212

(315) 455-2000 www.cscos.com

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

11/23/2022

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 21 Powers Rd Binghamton, New York, 13903

(607) 242-5571 c s c o s .c o m

\c s fi le

\e n g \P ro je c t\

V

W a ts o n

E n g in e e ri n g \V

V A

S y ra c u s e

K it c h e n \D e s ig n \C

A D

D \R e v it \0

-C E

N T

R A

L

A R

C H

IT

E

C T

U R

A L \V

A R

C H

IT

E

C T

U R

A L .r v t

/2

/2

:1

:0

P

M

G-101

CODE CONFORMANCE

KBPMWL

1/8" = 1'-0"

CODE CONFORMANCE PLAN

AREA OF WORK 9,037 SQUARE FEET

APPLICABLE CODE 2018 NFPA 101

OCCUPANCY CLASSIFICATION CHAPTER 19 EXISTING HEALTH CARE OCCUPANCIES

CHAPTER 18 NEW HEALTH CARE OCCUPANCIES

FIRE PROTECTION FULLY SPRINKLERED

COOKING FACILITIES PROTECT IN ACCORDANCE WITH NFPA 96

OCCUPANT LOAD KITCHEN 100 SF/PERSON 6,470 /100 = 65 OCCUPANTS

TRAVEL DISTANCE 200 FT

COMMON PATH OF TRAVEL 100 FT

DEAD END CORRIDORS 30 FT

INTERIOR FINISHES NEW FINISHES SHALL BE CLASS A

SMOKE COMPARTMENT 40,000 SQ FT WHERE NO PATIENT SLEEPING AREAS

FIRE RESISTANCE REQUIREMENTS:

EXISTING RATED FIRE BARRIERS AND NON-RATED SMOKE BARRIERS ARE SHOWN AS PER VAMC SYRACUSE BUILDING NO. 1 LIFE SAFETY DRAWING REVISED APRIL 2019. EXISTING BARRIERS ARE MAINTAINED BY THE

WORK OF THIS PROJECT.

CODE DESIGN CRITERIA

SPRINKLER ZONE KEY PLAN:

SYMBOL LEGEND:

KEY PLAN: SECOND FLOOR

PLAN

NORTH

PROJECT

AREA

BACK STAIRWELL

MECH

C205A

ELEV. LOBBY

B200

NIC

NIC

NIC

SM

SM

SM

SM

SM SM SM

SM

SM

SM

SM

DB

DB

DB

DB

2-HR CONSTRUCTION WALL

B261A

DIRTYB261

RETHERM

B202H

WASH

ROOM

C265I

C202G

REFRIG

C265A

SUPER

OFFICE

B202B

REFRIG

B266 C203

ELEC

B264

STOR

C201

HR CL

C203A

SHAFT

B202C

REFRIG

B202D

REFRIG

C261

OFFICES

C202E

SALAD

PREP

C202F

C206C204

C260

DIETICIANS

C260A

MANAGER

C262

CHIEF N&FS

B202

KITCHEN

B202A

N

N

N

N

N

MENS

TOILET

WOMENS

TOILET

INGREDIENT

STORAGE

BREAK

ROOM

NOURISHMENT/

SNACK PREP

SUPER

OFFICES

2-HR

CONSTRUCTION

WALL

2-HR

CONSTRUCTION

WALL

3 3 3

1 1

SM

PHASE 1 CONSTRUCTION AREA (PRE UDS TASKS)

PHASE 2 CONSTRUCTION AREA (UDS INSTALL PHASE)

PHASE 3 CONSTRUCTION AREA (ANCILLARY TASKS NOT UDS DEPENDENT)

NEGATIVE AIR

STICKY MAT

DUST BARRIER

N

SM

DB

MECH

C205A

ELEV. LOBBY

B200

NIC

NIC

NIC

SM

SM

SM

SM SM SM

SM

SM

SM

SM

DB

DB

DB

DB

2-HR CONSTRUCTION WALL

CART WASH

C205K

DISH ROOM

C205J

NOURISHMENT/

SNACK PREP

C205I

KITCHEN

FACILITY

C205

SUPERVISORS

C205H

SHAFT

203A

COOLER

C205B

EMPLOYEE AREA

C205F

SECTION CHIEF

C205G

INGREDIENT

STORAGE

C205D

FREEZER

C205E

CALL CENTER

C205C

WOMEN'S TOILET

C209

MEN'S TOILET

C207

DIETICIANS

C258

MANAGER

C260

CHIEF N&FS

C262

N

N

N

N

N

2-HR

CONSTRUCTION

WALL

2-HR

CONSTRUCTION

WALL

3 1

2 1

SM

3 3 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

Project Director

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

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

06/06/2023 DW JD

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 747 Conklin Road Binghamton, New York 13903

(607) 217-5389

GENERAL NOTES:

KEYED NOTES:

KEY PLAN:

DRAWING LEGEND:

/1

7/

:2 9:

P

M

G-102R1

CONSTRUCTION SEQUENCING AND

INFECTION CONTROL PLAN

1/8" = 1'-0"1 1/8" = 1'-0"2 CONSTRUCTION SEQUENCING AND ICRA PLAN - NEW

N

SEQUENCING NARRATIVE:

ALL TASKS NOT INCLUDED - NARRATIVE DESIGNED TO GIVE CONTRACTOR A GENERAL IDEA OF WORK

FLOW. NOTE THAT MANY ROOM NUMBERS ARE BEING CHANGED ON THIS PROJECT AS WELL AS

FUNCTIONAL USES OF THE SPACES.

THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN WHICH HAS BEEN COORDINATED WITH

CURRENT VA SITE CONDITIONS FOR REVIEW.

KITCHEN WILL REMAIN OCCUPIED THROUGHOUT THE DURATION OF THE PROJECT. KITCHEN OPERATION OCCURS EVERY DAY. ALL WORK INSIDE KITCHEN MUST BE CONDUCTED BETWEEN THE HOURS OF 8:00 PM

AND 5:00AM.

THE VA WILL VACATE C260A AND C262 FOR THE DURATION OF THE PROJECT.

ABATEMENT MUST BE COORDINATED WITH SEQUENCING TASKS BELOW.

SOME AREAS OUTSIDE OF MAIN KITCHEN AREA THAT CAN BE ISOLATED FROM KITCHEN ACTIVITY (E.G.

BATHROOMS, EXTERNAL OFFICES, STORAGE AND COOLERS) CAN BE WORKED DURING REGULAR WORK

HOURS WITH APPROVAL OF COR.

DURING UDS INSTALL, COOKING STAFF WILL VACATE HOOD AND TRAY LINE AREA FOR 4 WEEKS-DURING WHICH UDS INSTALLATION MUST OCCUR. ALL WORK RELATED TO UDS INSTALL MUST OCCUR WITHIN THIS 4 WEEK WINDOW AND MUST BE DONE BETWEEN 8PM AND 5AM. TRAY LINE WILL UTILIZE EXISTING B261 (OR

NEW C205K) AS SWING SPACE DURING THIS TIME.

PRE UDS TASKS (RED)

INITIAL TASKS REQUIRED TO BE IN PLACE PRIOR TO UDS INSTALLATION IN NO PARTICULAR ORDER.

1. FOR ROOMS B261 AND B261A REFER TO FINAL NOTE IN SEQUENCING NARRATIVE ABOVE.

2. SELECTIVE DEMO IN C260A AND C262 FOR USE AS SWING SPACE FOR SUBSEQUENT TASKS.

3. RENOVATE EXISTING C204/C206 RESTROOMS.

4. CREATE NEW MECHANICAL ROOM C205A AND INSTALL NEW REFRIGERATION EQUIPMENT FOR

COOLER/FREEZERS.

5. INSTALL NEW WALK-IN COOLER C205B. NOTE THAT C205B COOLER MUST BE FULLY INSTALLED AND

OPERATIONAL BEFORE EXISTING C202G UNIT IS REPLACED.

6. RENOVATE EXISTING C265I.

7. RENOVATE EXISTING B202A NOURISHMENT/SNACK PREP.

8. RENOVATE EXISTING C202E/C265A SALAD PREP. (NOTE: B202A RENOVATION MUST BE COMPLETE

BEFORE C202E/C265A COMMENCES).

9. MEP ROUGH-IN AND PREP FOR UDS.

10. ELECTRICAL PANEL REPLACEMENTS.

11. REPLACE EXISTING C202G COOLER AND RENOVATE EXISTING C202F INGREDIENT STORAGE (USING

C260A/C262/ AS SWING SPACE).

12. RENOVATE EXISTING B264/B266 (USING C260A/C262/ AS SWING SPACE).

UDS INSTALL PHASE (YELLOW)

1. TEMPORARILY DISCONNECT AND MOVE COOKING EQUIPMENT UNDER HOOD TO SWING SPACE

C260A/C262.

2. INSTALL CONTRACTOR PROVIDED UDS.

3. COMPLETE ALL ABOVE CEILING AND NEW CEILING WORK THROUGHOUT KITCHEN.

4. EXTEND AND TERMINATE ALL HYDRONIC PIPING WORK.

5. COMPLETE ALL REMAINING WORK IN MAIN KITCHEN AREA (E.G. FLOOR AND WALL TILE REPAIRS, ETC…).

6. MOVE BACK AND RECONNECT ALL COOKING EQUIPMENT BACK UNDER HOOD.

7. COMPLETE ANY ANCILLARY TASKS AS APPLICABLE.

ANCILLARY TASKS NOT UDS DEPENDENT (GREEN)

THESE TASKS CAN BE DONE PRIOR TO, DURING OR AFTER UDS INSTALLATION EXCEPT AS NOTED BELOW

1. DEMOLISH RETHERM DOCKING STATIONS IN MAIN KITCHEN AREA (ONLY AFTER UDS INSTALL IS

COMPLETE AND AFTER APPROVAL FROM THE COR).

2. RENOVATE C260 (STAFF WILL USE C260A/C262 SWING SPACE).

3. RENOVATE C261 (STAFF WILL USE C260A/C262 SWING SPACE, CANNOT DO AT SAME TIME AS C260)

4. REPLACE WINDOWS IN EXISTING B202H.

5. COMPLETE ALL MEP CONNECTIONS AND ARCHITECTURAL PREP FOR CART WASHER (NOTE TRAY LINE

SWING SPACE REQUIREMENT DURING UDS INSTALLATION).

6. RENOVATE B200 ELEVATOR LOBBY AREA (NOTE TRAY LINE SWING SPACE REQUIREMENT DURING UDS

INSTALLATION).

7. RENOVATE C260A AND C262 OFFICES ONCE THEY ARE NO LONGER NEEDED FOR SWING SPACE.

CONSTRUCTION SEQUENCING AND ICRA PLAN -EXISTING

100% CONSTRUCTION

DOCUMENTS

RENOVATE MAIN KITCHEN

B202D

REFRIG.

B202C

B202B

SALAD PREP

C202E

OFFICE

C265A

C202F

COOLER

C202G

B202A

B202

OFFICES

B266

CLOSET

C201

RETHERM

B261

ELEV. LOBBY

B200

TOILET

C206

TOILET

C204

DIETARY

C261

N&FS

C262

MANAGER

C260A

DIETICIANS

C260

SHAFT

203A

C265I

B202H

WASH

ROOM

NOURISHMENT/

SNACK PREP

KITCHEN

FACILITY

INGREDIENT

STORAGE

BREAK

ROOM

N.I.C.N.I.C.

N.I.C.

REFRIG.

REFRIG.

N

AREA OF SUSPECTED HAZARDOUS MATERIALS

N NEGATIVE AIR

ACM TILE/MASTIC1

H-101R

HAZARDOUS MATERIALS PLAN

1/8" = 1'-0"1 HAZARDOUS MATERIALS PLAN

APPROXIMATE ASBESTOS AMOUNTS:

C202F: 125 SF TILE/MASTIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ARCHITECT:

Project Director

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

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

04/04/2023 DW JD

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 747 Conklin Road Binghamton, New York 13903

(607) 217-5389

KEYED NOTES:

KEY PLAN:

SYMBOL LEGEND:

100% CONSTRUCTION

DOCUMENTS

RENOVATE MAIN KITCHEN

N

GENERAL NOTES:

1. 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.

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

ASBESTOS-CONTAMINATED MATERIALS WITHIN THE SPECIFIED AREAS.

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

PCB-CONTAINING MATERIALS.

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

DEBRIS WITHIN THE REMOVAL AREAS.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF BUILDING FINISHES. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES CAUSED BY ABATEMENT ACTIVITIES OR HIS PERSONNEL.

6. 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.

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

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

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

ABATEMENT ACTIVITIES.

9. ALL UTILITIES, ELECTRICAL AND MECHANICAL SYSTEMS AND PIPING SHALL BE LOCKED OUT AND TAGGED OUT BEFORE THE CONTRACTOR IS ALLOWED TO BEGIN ABATEMENT ACTIVITIES. MECHANICAL AND ELECTRICAL SYSTEMS, WHICH CANNOT BE LOCKED OUT AND TAGGED OUT, SHALL BE PROTECTED AND SUPPORTED

THROUGHOUT ABATEMENT ACTIVITIES.

10. SCHEDULING OF WORK SHALL BE COORDINATED WITH THE COR. ASBESTOS ABATEMENT ACTIVITIES 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.

11. 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.

12. 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.

13. 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.

14. COORDINATE ALL ABATEMENT ACTIVITIES WITH THE SEQUENCING AND ICRA PLAN.

REMOVE EXP

JT COVERS

REMOVE EXP

JT COVERS

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

RETHERM

B261

DIRTY

B261A

ELEV LOBBY

B200

WASH ROOM

B202H

NOURISHMENT/

SNACK PREP

B202A

KITCHEN

FACILITY

B202

BREAK ROOM

C265ISUPER

OFFICE

C265A

SALAD PREP

C202E

INGREDIENT

STORAGE

C202F

REFRIG

C202G

REFRIG

B202D

REFRIG

B202C

REFRIG

B202B

SUPER

OFFICES

B266

STOR

B264

HR CL

C201

SHAFT

C203A

ELEC

C203

COMP

C205

STOR

C205I

MENS

TOILET

C204

WOMENS

TOILET

C206

OFFICES

C261

DIETICIANS

C260

MANAGER

260A

N&SF

C262

NUTRITION

SEC

C261A

REMOVE

EXIST CURB

EXISTING QUARRY

TILE FLOOR REMOVAL.

SEE CONSTRUCTION

PLAN FOR APPROX

LIMITS

EXISTING ST STL

COUNTER AND SINK

TO BE REMOVED

REMOVE EXIST WINDOWS

AND STOOLS. COORD W/

HVAC WORK.

EXIST ACM TILE AND QUARRY

TILE UNDERNEATH TO BE

REMOVED. SEE HAZARDOUS

MATERIAL PLAN.

REMOVE

MASONRY

PILASTER

EXIST

CONCRETE

CURB

REMOVAL

AFTER COOLER

REMOVAL,

TROWELL

SMOOTH

DEPRESSED

SLAB

FLOOR TILE

REMOVAL

EXISTING QUARRY TILE

FLOOR REMOVAL. COORD

WITH CONSTRUCTION PLAN

REMOVE

MASONRY

PILASTER

CUT EXIST HANDRAIL AND

WALL PROTECTION

WAINSCOT IN THIS AREA AND

PROVIDE NEW TO MATCH

5 5

1*

2 2

22 22

1*

5 5

7 7

8 8

1*

REMOVE

PILASTER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR BIDOffice 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 Architects, Engineers & Landscape Architect, PLLC 499 Col. Elieen Collins Blvd Syracuse, New York 13212

(315) 455-2000 www.cscos.com

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 21 Powers Rd Binghamton, New York, 13903

(607) 242-5571 c s c o s .c o m

\c s fi le

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:0

P

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AD-101

ARCHITECTURAL DEMOLITION

PLAN

KBPMWL

1/8" = 1'-0"

ARCHITECTURAL DEMOLITION PLAN

PLAN

NORTH

KEY PLAN:

PROJECT

AREA

REMOVE DASHED WALLS IN THEIR ENTIRETY. * FOR NEW DOOR OPENING.

REMOVE DOOR, FRAME AND HARDWARE.

REMOVE WALK IN REFRIGERATORS IN THEIR ENTIRETY.

REMOVE TILE FLOORING IN IT'S ENTIRETY.

REMOVE CEILING AND SUPPORTS.

COMPLETELY REMOVE ALL TOILET ROOM ACCESSORIES INCLUDING BUT

NOT LIMITED TO TOILET PAPER DISPENSER, PAPER TOWEL DISPENSER,

SOAP DISPENSER, GRAB BARS, WASTE RECEPTACLES, MIRRORS, ETC.

REMOVE PARTITION SYSTEM AND FASCIA.

REMOVE VCT FLOORING.

DEMOLITION KEYED NOTES:

11/23/2022

WOMEN'S TOILET

C209

MEN'S TOILET

C207

283 SF

DIETICIANS

C258

677 SF

INGREDIENT

STORAGE

C205D

2907 SF

KITCHEN

FACILITY

C205

210 SF

NOURISHMENT/

SNACK PREP

C205I

686 SF

DISH ROOM

C205J

212 SF

ELEV. LOBBY

B200

36 SF

SHAFT

203A

113 SF

TOILET

B204

110 SF

SECTION CHIEF

C205G

NEW EXP JOINT COVER

PATCH ADJACENT

FLOORING, AND EXP

JOINT WALL COVERS

SEE 7/A-501

147 SF

MANAGER

C260

153 SF

SALAD PREP

C205F

123 SF

CALL CENTER

C205H

510 SF

CART WASH

C205K

48"X84" CASED

OPENING

273 SF

TRAINING ROOM

C205C

NEW QT

FLOORING

149 SF

CHIEF N&FS

C262

325 SF

COOLER

C205B

107 SF

FREEZER

C205E

A-301

INFILL

OPENING

INFILL

OPENING

S

QQ

SS

HW-8E

60" X 84"

CASED

OPENING

SS

HW-8B

T

S

HW-2

HW-2

S

V V

HW-3E

T

RR

HW-11B

4' - 0"3' - 0"

10' - 0 9/16" 3' - 2"

/1

14' - 0"

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

HW-3E

S

42 SF

MECH

C205A

NEW FLEXIBLE

TRAFFIC DOOR

AND FRAME

NEW UTILITY

DISTRIBUTION

SYSTEM BY

OTHERS

LIMITS OF NEW

QT FLOOR

HW-5D

F

HW-5

F

EXISTING

HANDRAIL

TO

REMAIN

L

APPROX

LIMITS OF

NEW QT

FLOOR

TILE

MA-3

MA-3

MA-3

CA-10

CA-10

MA-3

CC-6

C A

-6

CB-6

CB-6

MA-3

MA-3

MD-4

MD-4

MA-3

MA-3

HW-10C

68"x84"

DOUBLE

DOOR

NEW QT

FLOORING,

PATCH WALL

AND BASE

CUT EXIST HANDRAIL AND

WALL PROTECTION

WAINSCOT IN THIS AREA, AND

PROVIDE NEW TO MATCH

MD-4

MD-4

ALIGN

MA-3MA-3

MD-4

MD-4

MD-4

MD-4

MA-3 MA-3

FC FC

MD-4

MD-4

MD-4

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

CT-3

FEC

FEC

FD

FD

FIXED

COUNTERTOP

RR

HW-11B

C201

C205M

MA-4

NEW QT

FLOORING

NEW LVT-1

FLOORING

REFRIGERATOR SEE

KITCHEN DRAWINGS

A-502

APPLY DARK

TINTED FILM ON

WINDOW

APPLY DARK

TINTED FILM ON

WINDOW

NEW WINDOW

SHADES

NEW WINDOW

SHADES

NEW WINDOW

SHADES

NEW WINDOW AND SILLS

(OWNER FURNISHED,

CONTRACTOR

INSTALLED)

2' - 6"

CB-4

NEW QT FLOORING,

PATCH WALL

AND BASE

NEW QT FLOORING,

PATCH WALL AND

BASE

34 SF

OFFICE

C205N

NEW WALLS

AND DOOR

ALIGN

2' - 0"

10'-0" +/-

36" X 84" CASED

OPENING

2" MIN 1' - 10" +/-

2" MIN 2' - 10" +/-

M

IN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR BIDOffice 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 Architects, Engineers & Landscape Architect, PLLC 499 Col. Elieen Collins Blvd Syracuse, New York 13212

(315) 455-2000 www.cscos.com

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 21 Powers Rd Binghamton, New York, 13903

(607) 242-5571 c s c o s .c o m

\c s fi le

\e n g \P ro je c t\

V

W a ts o n

E n g in e e ri n g \V

V A

S y ra c u s e

K it c h e n \D e s ig n \C

A D

D \R e v it \0

-C E

N T

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A R

C H

IT

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C T

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A L .r v t

/2

/2

:1

:5

P

M

A-101

ARCHITECTURAL PLAN

KBPMWL

1/8" = 1'-0"

ARCHITECTURAL PLAN

KEY PLAN:

PLAN

NORTH

PROJECT

AREA

GENERAL CONSTRUCTION NOTES:

BROKEN CERAMIC WALL TILE ALLOWANCE:

CRACKED AND BROKEN GLAZED CERAMIC WALL TILES ARE TO BE REMOVED AND REPLACED THROUGHOUT THE PROJECT AREA. IN ADDITION TO WALLS AND TILES PATCHED DUE TO WALL DEMOLITION WORK, THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE OF 100 SQ. FT. TOTAL OF ADDITIONAL WALL TILE

REPLACEMENT IN LOCATIONS DIRECTED BY THE OWNER.

BROKEN QUARRY TILE ALLOWANCE:

CRACKED AND BROKEN QUARRY FLOOR TILES ARE TO BE REMOVED AND REPLACED THROUGHOUT THE PROJECT AREA. IN ADDITION TO NEW AREAS OF QUARRY TILE INDICATED ON DRAWINGS OR SCHEDULED, AND FLOOR PATCHING DUE TO WALL DEMOLITION WORK, THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE OF 100 SQ. FT. TOTAL OF ADDITIONAL QUARRY TILE REPLACEMENT IN LOCATIONS DIRECTED BY THE OWNER.

HOLES IN STRUCTURAL GLAZED TILES:

HOLES 1/2 INCH DIAMETER OR LESS IN EXISTING STRUCTURAL GLAZED TILE SHALL BE SEALED WITH MORTAR

MATCHING THE EXISTING MORTAR JOINTS.

KEYED NOTES:

CONTRACTOR TO PROVIDE AND INSTALL BOWMAN HP-010 (OR EQUAL) HAIRNET DISPENSER.1

KITCHEN

FACILITY

C205

NOURISHMENT/

SNACK PREP

C205I

DISH ROOM

C205J

CART WASH

C205K

ELEV. LOBBY

B200

SECTION CHIEF

C205G

INGREDIENT

STORAGE

C205D

SALAD PREP

C205F

WOMEN'S TOILET

C209

MEN'S TOILET

C207

TRAINING ROOM

C205C

DIETICIANS

C258

MANAGER

C260

COOLER

C205B

SHAFT

203A

FREEZER

C205E

CALL CENTER

C205H

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

CHIEF N&FS

C262

MECH

C205A

A-102

A-102

EXISTING

HOOD

C201

A-1025

A-102

EXPOSED STRUCTURE

NO CEILING

6" METAL STUDS

AT 16" OC

UNDERSIDE OF DECK

ACOUSTIC TILE

CEILING EACH SIDE

5/8" GYP BD

KITCHEN HOOD

1' - 3"

UNDERSIDE OF DECK

6" METAL STUDS

AT 16" OC

ACOUSTIC TILE

CEILING

5/8" GYP BD

KITCHEN HOOD

6" METAL STUDS

AT 16" OC

ACOUSTIC TILE

CEILING5/8" GYP BD

+/-7'-10 3/4" AFF

UNDERSIDE OF DECK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR BIDOffice 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 Architects, Engineers & Landscape Architect, PLLC 499 Col. Elieen Collins Blvd Syracuse, New York 13212

(315) 455-2000 www.cscos.com

RENOVATE MAIN KITCHEN

SYRACUSE VA MEDICAL CENTER

528A7-18-716

BUILDING 1

KITCHEN CONSULTANT:

Commercial Kitchen Consulting 21 Powers Rd Binghamton, New York, 13903

(607) 242-5571 c s c o s .c o m

\c s fi le

\e n g \P ro je c t\

V

W a ts o n

E n g in e e ri n g \V

V A

S y ra c u s e

K it c h e n \D e s ig n \C

A D

D \R e v it \0

-C E

N T

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L

A R

C H

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C H

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C T

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A L .r v t

/2

/2

:1

:5

P

M

A-102

ARCHITECTURAL REFLECTED

CEILING PLAN

KBPMWL

1/8" = 1'-0"

REFLECTED CEILING PLAN

KEY PLAN:

PLAN

NORTH

PROJECT

AREA

1" = 1'-0"

BULKHEAD-1

1" = 1'-0"

BULKHEAD -2

1" = 1'-0"

BULKHEAD -3

ALIGN

A-301

A-301

1. SHELF IF IN EQUIPMENT LIST 7610; SEE DETAIL 10 28 00-4

2. LAVATORY, WITH WRIST OR SENSOR CONTROL FAUCET

3. FOR UPSWING GRAB BAR LOCATION AND ANCHORING, REFER TO DETAIL 11/A-301

4. INSULATE HOT SUPPLY AND WASTE.

5. KNEE CLEARANCE PER SECTION 306 ADA-ABA AG.

6. REMOVE EXISTING TILE FINISH. PATCH AND PREPARE WALLS FOR NEW TILE FINISH.

98 SF

WOMEN'S TOILET

C209

88 SF

MEN'S TOILET

C207

/8

1' - 9" +/- V.I.F.

/2

V .I

.F

/2

V .I

.F

ALIGN

ALIGN

/2

V

.I .F

2' - 9" 1' - 6" 1' - 6"1' - 6 1/2" 1' - 2 1/2"

15' - 4" V.I.F.

5'

T

Y P

T

Y P

MD-4

MD-4

MA-2

MA-3

FA

FC

A-501

NEW TILE FLOORING (CMT-1), TYP.

A-501

Sim

NEW TILE

FLOORING

(CMT-1) TYP

NEW WALL

TILE (CT-2)

T Y

P

M

IN

t o

M A

X

NEW WALL

TILE (CT-2)

WATER CLOSET,

REFER TO

PLUMBING

A-501

NEW WALL

TILE (CT-2)

WALL HUNG

LAVATORY,

REFER TO

PLUMBING

WATER CLOSET

REFER TO

PLUMBING

WALL HUNG

LAVATORY, REFER

TO PLUMBING

NEW WALL

TILE (CT-2)

/4

T Y

P

WALL HUNG

LAVATORY,

REFER TO

PLUMBING

NEW WALL TILE

(CT-2)

WALL HUNG

LAVATORY,

REFER TO

PLUMBING

URINAL, REFER

TO PLUMBING

WATER CLOSET,

REFER TO PLUMBING

A-501

WALL MOUNTED

LAVATORY,

REFER TO

PLUMBING

NEW WALL

TILE (CT-2)

WATER

CLOSET,

REFER TO

PLUMBING

NEW WALL

TILE (CT-2)

" WATER CLOSET,

REFER TO

PLUMBING

NEW WALL

TILE (CT-2)

M

IN

T

O

M A

X

ACCESSORIES SCHEDULE

ITEM

ROOM

NO.

PAPER TOWEL DISPENSER

UPSWING GRAB BAR

SOAP DISPENSER

TOILET PAPER DISPENSER

SANITARY NAPKIN WASTE RECEPTACLE

C204

1-

C206

MIRROR (CONTINUOUS, 3' H X 1'-10" W)

BABY CHANGING STATION 117

VV

VV

CC

VV

CC

VV

VV

GENERAL NOTES:

1. MOUNT ALL ACCESSORIES WITH FASTENERS AND ANCHORS

AS RECOMMENDED BY THE MANUFACTURER.

2. MOUNT ALL ACCESSORIES AT ADA ACCESSIBLE HEIGHTS AND

LOCATIONS AS RECOMMENDED BY THE MANUFACTURER.

3. ALL PIPING BELOW ALL SINKS TO BE COVERED WITH

ACCESSIBILITY APPROVED…