621-23-103_Addendum1_Drawing Revisions 01102024.pdf

GENERAL NOTES FOR CONTRACTORS: SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED HEREIN.

PROTECTION PROTOCOLS: VERIFY AND COORDINATE ALL PROTECTION REQUIREMENTS TO BE PROVIDED FOR EACH SPECIFIC AREA OR LOCATION OF SCHEDULED WORK WITH THE VA/COR, BEFORE BEGINNING ANY WORK. WHEN PERFORMING DEMOLITION WORK IN ANY OCCUPIED SPACES FOLLOW THE “OCCUPIED AREAS PROTECTION PROTOCOLS” UNLESS MODIFIED IN WRITING BY THE VA/COR ON A CASE BY CASE BASIS.

1. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN CONDITIONS OR DISCREPANCIES FROM THE DOCUMENTATION THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF OTHERS. ANY UNFORESEEN CONDITIONS OR DISCREPANCIES DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO SHALL IN TURN DOCUMENT AND PROMPTLY REPORT ANY SUCH CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON

HOW TO PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

2. ALL REQUIRED DEMOLITION WORK IS NOT NECESSARY LIMITED TO WHAT IS ONLY SPECIFICALLY SHOWN OR DIRECTLY CALLED OUT ON THE DEMOLITION PLANS OR THAT IS ONLY SPECIFICALLY IDENTIFIED WITHIN THE DEMOLITION NOTES DESCRIPTIONS. THE INTENT OF THE DOCUMENTATION IS TO GENERALLY IDENTIFY THE MORE SPECIFIC MAJOR ELEMENTS OF WORK IN PLACE THAT SHALL REQUIRE REMOVAL AND/OR REWORK IN ORDER TO ACCOMPLISH THE DESIGN INTENT OF THE DOCUMENTS. THE FULL EXTENT OF DEMOLITION WORK COULD INCLUDE BUT NOT NECESSARILY BE LIMITED TO ALL AFFECTED LESSER ELEMENTS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, MEDICAL GASES, FIRE PROTECTION SPRINKLER SYSTEMS AND ALL ELECTRICAL SYSTEMS WORK INCLUDING HIGH AND LOW VOLTAGE POWER, COMMUNICATION SYSTEMS SUCH AS CCTV, SECURITY, IT DATA, LIFE SAFETY, FIRE PROTECTION, NURSE CALL, PA, BAS CONTROLS SYSTEMS, TEMPERATURE AND OTHERWISE, ETC.

3. ALL REQUIRED DEMOLITION WORK IS NECESSARY TO FACILITATE THE EXTENT OF BOTH THE NEW CONSTRUCTION WORK AS WELL AS TO FACILITATE THE REPLACEMENT, RELOCATION AND/OR THE REWORKING OF THE EXISTING SYSTEMS. ANY REWORKING OF THE CURRENT ELEMENTS AND COMPONENTS CURRENTLY NEEDING TO BE MODIFIED IN ORDER TO PROPERLY SUPPORT THE COMPLETED PROJECT SHALL BE PROVIDED AS INTENDED TO CONFORM WITH THE ORIGINAL DESIGN INTENT WHETHER SPECIFICALLY CALLED FOR IN GREAT DETAIL WITH EVERY ANCILLARY ELEMENT FULLY NAMED AND IDENTIFIED OR AS CALLED OUT AS A GENERAL COMPONENT PORTION OF WORK THAT NEEDS TO BE PROPERLY REMOVED IN ORDER TO COMPLETE THE SCOPE OF WORK AS INTENDED TO COMPLY WITH ALL BASES OF DESIGN REQUIREMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE DEMOLITION AND REMOVAL OF ALL EXISTING WALLS, CEILINGS, SUSPENSION SYSTEMS, FLOORING, ELECTRICAL, TELEPHONE AND PLUMBING CONSTRUCTION AS WELL AS ALL MATERIALS, FINISHES AND EQUIPMENT THAT IS NOT SPECIFICALLY SHOWN OR CALLED FOR AS REQUIRED TO FACILITATE THE NEW CONSTRUCTION WORK INSIDE THE CONTRACT AREA, THE ADJACENT SPACES AND THE SPACES ABOVE AND BELOW. SOME ADDITIONAL ITEMS THAT MAY NOT BE SPECIFICALLY SHOWN IN GREAT DETAIL ON THE DEMOLITION PLAN THAT ARE A PART OF THE DEMOLITION WORK, BUT NOT LIMITED TO, ARE CASEWORK, SHELVING, BRACKETS, STANDARDS, DOOR HARDWARE, MISCELLANEOUS OTHER HARDWARE, SIGNAGE, FLOORING MATERIALS, WALL BASE, WOOD GROUNDS, WALL COVERING MATERIALS, BACKING LINERS OR BOARDS, ANY REMAINING MASTIC, GROUT, CAULKING AND SEALANTS, EXPOSED ANCHORS AND FASTENERS, FRAMING MATERIALS, BACKER BOARDS OR METAL PLATES, CHAIR RAILS, BRACKETS, HOOKS, SURFACE MOUNTED OR RECESSED

ACCESSORIES, PRIVACY CURTAINS AND TRACKS, ETC.

5. ALL DEMOLITION WORK SHALL BE PERFORMED IN A SYSTEMATICALLY SAFE FULLY SUPERVISED COORDINATED AND PROPERLY MANAGED SEQUENCE OF WORK UNDER THE DIRECT SUPERVISION OF THE GENERAL/PRIME CONTRACTOR’S SUPERINTENDENT AND/OR THEIR MANAGEMENT PERSONNEL INCLUDING THE PERFORMANCE OF ANY ANCILLARY ELEMENTS OF SELECTIVE DEMOLITION.

6. ALL DEMOLITION, THE HANDLING OF MATERIALS AND EQUIPMENT ALONG WITH THE MOVEMENT OF THESE ELEMENTS THROUGHOUT THE FACILITY SHALL BE PERFORMED SO AS TO PREVENT DAMAGE TO ADJACENT IMPROVEMENTS AND FACILITIES TO REMAIN AS WELL AS TO PROVIDE SAFETY FOR ALL TRADESPEOPLE, STAFF, RESIDENTS/PATIENTS, VISITORS AND SERVICE PROVIDERS.

7. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE MEASURES AS REQUIRED BY THE PROJECT DOCUMENTS, VA FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL AUTHORITIES, NFPA REQUIREMENTS, THE VA/COR AND ALL OTHER REGULATORY AGENCIES AND VA AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

8. PROVIDE ALL TEMPORARY PARTITIONS, PROTECTION, DOOR ACCESS UNITS, ENCLOSURES, WALKWAYS, FENCING, RAILINGS, CANOPIES, AIR FILTRATION DEVICES, VESTIBULES, AIRLOCKS, ETC., WHERE REQUIRED BY THE CONTRACT DOCUMENTS, THE VA/COR AND ALL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND SHALL BE SURE TO MAINTAIN ADEQUATE AND SAFE EMERGENCY MEANS OF EGRESS FROM ALL AREAS. ALL SUCH WORK NEEDING TO BE PROVIDED WILL REQUIRE VA/COR REVIEW AND APPROVAL BEFORE BEGINNING ANY OF SUCH WORK.

9. GREAT CARE SHALL BE TAKEN WHEN PERFORMING SELECTIVE DEMOLITION IN THE UTILIZATION OF MORE SENSITIVE AND LESS INVASIVE METHODS OF DEMOLITION/REMOVAL, AS WELL AS PROVIDING THE APPROPRIATE ENHANCED PROTECTIVE BARRIERS IN ORDER TO PROVIDE FOR THE LEAST AMOUNT OF DAMAGE TO THE WORK THAT IS TO REMAIN IN PLACE. EXISTING FINISHED SURFACES, MATERIALS AND EXPOSED EQUIPMENT THAT WOULD RECEIVE SIGNIFICANT AMOUNTS OF SURFACE DAMAGE AND WOULD REQUIRE SIGNIFICANT AMOUNTS OF PATCHING, REPAIRS AND REFINISHING WORK SHALL BE DEEMED AS DAMAGED AND UNUSABLE AND WILL NEED TO BE REPLACED IN WHOLE BY THE RESPONSIBLE CONTRACTOR AND ITS REPLACEMENT ONCE COMPLETED WILL NEED TO RECEIVE VA/COR APPROVAL.

10. WHERE EXISTING FLOOR FINISHES ARE TO BE FULLY REMOVED TO ALLOW FOR THE INSTALLATION OF NEW, PROVIDE FOR THE COMPLETE REMOVAL OF THE EXISTING FLOOR FINISHES ALONG WITH ALL ASSOCIATED ATTACHMENT SYSTEMS SUCH AS MASTICS, ADHESIVES, TACKLES STRIPS, STAPLES, SETTING BEDS OF GROUT, MORTAR OR CONCRETE, CARPET PADDING, ATTACHED SUBFLOORING MATERIALS, ETC. AS REQUIRED TO GET DOWN TO THE EXISTING STRUCTURAL FLOOR SUBSTRATE THAT CAN BE PROPERLY PATCHED, REPAIRED, LEVELED AND MADE READY TO RECEIVE THE NEW FLOOR FINISHES.

11. ITEMS INDICATED TO BE REMOVED AND SALVAGED FOR THE VA SHALL REMAIN THE VA’S PROPERTY AND SHALL BE CAREFULLY REMOVED, CLEANED AND PROTECTED FROM DAMAGE BY THE CONTRACTOR RESPONSIBLE AT ALL TIMES. ALL SUCH ITEMS INDICATED TO BE SALVAGED WILL BE PACKAGED AND/OR CRATED AS REQUIRED BY THE VA/COR TO PROPERLY PROTECT THEM FROM DAMAGE CAUSED BY THE HANDLING, MOVING AND/OR THE STORAGE OF THESE ITEMS. ALL PACKAGES AND/OR CRATES OF ITEMS SHALL HAVE THEIR CONTENTS CLEARLY MARKED AND FULLY IDENTIFIED ON BOTH THE TOP AND ONE SIDE OF EACH CONTAINER TO BE COORDINATED WITH AND APPROVED BY THE VA/COR. DELIVER ALL SALVAGED MATERIALS TO THE LOCATIONS INDICATED IN THE PROJECT DOCUMENTATION OR TO THE GOVERNMENTS DESIGNATED STORAGE FACILITY ON THE STATIONS CAMPUS AS

DIRECTED BY THE VA/COR.

12. UNLESS OTHERWISE INDICATED OR STATED TO BE SAVED, SALVAGED OR IDENTIFIED AS NEEDING TO REMAIN OR BE RELOCATED AND/OR REUSED, ALL ITEMS IDENTIFIED TO BE REMOVED, DEMOLISHED, SCRAPED, ETC. BECOMES THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR AND AS SUCH IT IS THEIR RESPONSIBILITY TO REMOVE ALL SUCH ITEMS FROM THE SIT ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

13. DEMOLITION ITEMS OF VALUE TO THE CONTRACTOR(S) ARE NOT TO BE STORED ON SITE AND NEED TO BE REMOVED ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

14. ALL ITEMS OF WORK THAT ARE IDENTIFIED AS EXISTING TO BE REMOVED AND REUSED/REINSTALLED SHALL BE CAREFULLY DISCONNECTED, DETACHED, REMOVED AND DISASSEMBLED AS REQUIRED FOR CONVENIENCE AND EASE OF HANDLING, MOVING, STORAGE AND FOR THEIR PROTECTION FROM DAMAGE. ALL SUCH ITEMS ARE TO BE INDIVIDUALLY WRAPPED, BOXED OR PLACED IN CARTONS FOR THE EASE OF HANDLING THE MATERIALS AND THEIR PLACEMENT IN A VA/COR IDENTIFIED PROTECTED STORAGE AREA (TBD) LOCATED ON THE STATION BUT NOT NECESSARILY CONVENIENT TO THE SITE OF THE WORK. EACH ITEM SHALL BE FULLY CLEANED, FREE FROM DAMAGE, PREPARED FOR SERVICE AND FULLY TESTED TO VERIFY ITS ABILITY FOR PROPER FUNCTIONAL REUSE PRIOR TO BEING PLACED IN STORAGE. THE CONTRACTOR TAKES RESPONSIBILITY FOR AND CERTIFIES ITS PERFORMANCE CAPABILITIES AND THE FACT THAT IT IS NOT DAMAGED AND FULLY CAPABLE FOR REUSE WHEN READY FOR ITS REINSTALLATION. IN THE EVENTUALITY THAT AN ITEM IS ULTIMATELY FOUND TO BE DAMAGED OR INOPERABLE AT THE POINT OF REINSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A NEW ITEM/DEVICE ALONG WITH ALL ANCILLARY SUPPORT WORK AND EQUIPMENT NECESSARY TO FULLY REPLACE THE EXISTING.

15. WHERE EXISTING MATERIALS, ITEMS OR EQUIPMENT ARE TO BE REMOVED FOR THEIR REPLACEMENT IN THE SAME LOCATION BY THE SAME OR SIMILAR NEW MATERIALS, ITEMS OR EQUIPMENT, CAREFULLY DISCONNECT, DETACH, DISASSEMBLE IF REQUIRED, REMOVE AND DISPOSE OF THE ITEMS INDICATED ALONG WITH ANY AND ALL ANCILLARY SYSTEM COMPONENTRY OR SUPPORT ITEMS ADDITIONALLY IDENTIFIED OR REQUIRED TO BE REPLACED.

16. WHERE STRUCTURAL SUPPORT OF EXISTING CONSTRUCTION ELEMENTS OR PORTIONS OF STRUCTURAL ELEMENTS TO REMAIN IS REQUIRED THE RESPONSIBLE CONTRACTOR PERFORMING THE WORK SHALL PROVIDE AND MAINTAINING ALL NECESSARY STRUCTURAL SUPPORTS, SHORING, STIFFENERS, BRACING, BEAMS, COLUMNS, FOOTINGS AND SUPPORTS AS NECESSARY TO ENSURE THE STABILITY OF THE ELEMENTS BEING SUPPORTED AND TO ADEQUATELY DISTRIBUTE ANY TEMPORARY LOADING SO AS NOT TO OVER LOAD ANY OF THE EXISTING STRUCTURE AND THE CONSTRUCTION BELOW. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL STRUCTURAL ENGINEERING ANALYSIS, CALCULATIONS AND SOLUTIONS FOR PROVIDING ANY SUCH WORK AND WILL NEED TO PROVIDE ALL SUCH PROPER DOCUMENTATION PREPARED BY A LICENSED STRUCTURAL ENGINEER TO THE VA/COR AS A SHOP DRAWING SUBMITTAL FOR PROPER REVIEW AND APPROVAL BEFORE BEING ALLOWED TO BEGIN ANY SUCH WORK

17. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE NEW CONSTRUCTION EFFORTS.

WHERE PRACTICABLE, AND WITH THE VA/COR'S APPROVAL, THE CONTRACTOR MAY ELECT TO REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND REINSTALL THE ITEMS WHEN APPLICABLE. IN NO CASE SHALL ANY LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE COMPROMISED BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF WORK, FOR THE CONVENIENCE OF THE CONTRACTOR, THAT WERE NOT PROPERLY REPLACED IN KIND WITH A SIMILAR PROPERLY OPERATING TEMPORARY DEVICE.

18. DURING THE COURSE OF SELECTIVE DEMOLITION OR REMOVAL OPERATIONS AND THE EXISTING SUBSTRATE MATERIALS/CONSTRUCTION IS DAMAGED BEYOND REASONABLE REPAIR, THE CONTRACTOR SHALL BE RESPONSIBLE TO FULLY REPLACE THE ENTIRE DAMAGED SECTION AND/OR SECTIONS. THIS DAMAGED AREA SHALL BE REMOVED AND REPLACED AS REQUIRED TO REPAIR THE SUBSTRATE TO A LIKE NEW CONDITION THAT CONTAINS NO IRREGULAR JOINT CONNECTIONS, CONDITIONS, DEFECTS, WEAKNESS OR WILL CAUSE ADVERSE EFFECTS THAT WILL RESULT IN ANY DIFFERENTIAL FINISHED SURFACE CONDITIONS OR AREAS OF JOINT WEAKNESS THAT WILL RESULT IN

SURFACE CRACKING AND BE APPARENT THAT THE CONDITION IS IN FACT A PATCH/REPAIR.

19. REFER TO ALL ENGINEERING DISCIPLINE DRAWINGS AND DOCUMENTATION FOR THE BASIC EXTENT BEING REQUIRED FOR ALL INFRASTRUCTURE AND SYSTEMS DEMOLITION AS WELL AS FOR IDENTIFYING ALL EXISTING EQUIPMENT, PIPING, CONDUITS, DUCTWORK, WIRING, CONTROLS, ETC. THAT ARE INTENDED TO REMAIN WITHIN ANY OF THE AREAS OF DEMOLITION, THE AREAS OF REWORKING OF EXISTING SYSTEMS AND THE AREAS OF NEW WORK.

20. UNLESS OTHERWISE NOTED ALL EXISTING PARTITION CONSTRUCTION WITHIN THE PROJECT AREA OF WORK SCHEDULED TO RECEIVE NEW FINISHES SHALL HAVE ALL EXISTING FINISHES REMOVED INCLUDING BUT NOT LIMITED TO ALL CERAMIC TILE, VINYL WALL COVERING, WOOD PANELING, WAINSCOT MATERIALS, GROUT, MASTIC, WALL COVERING BACKING, WALL BASE, ADHESIVE, STAPLES, EXPOSED FASTENERS, ETC. SUCH THAT THE SUB-STRAIGHT WALL/PARTITION SURFACES REQUIRE NO FURTHER DEMOLITION AND ARE PREPARED TO RECEIVE ALL REQUIRED PATCHING, REPAIRS, RESURFACING AND REFINISHING AS REQUIRED TO RECEIVE THE NEW FINISHES.

21. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION. SEE THE OCCUPIED AREA PROTECTION PROTOCOLS PROVIDED IN THE "GENERAL" DRAWINGS SECTION AND COORDINATE ALL SITE SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE

VA/COR.

22. ALL NEW WORK ALONG WITH ANY PORTIONS OF EXISTING EQUIPMENT, MATERIALS OR REWORKED ELEMENTS WHEN COMPLETED SHALL FULLY COMPLY WITH ALL BASES OF DESIGN REQUIREMENTS.

23. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH THE DEMOLITION AND CONSTRUCTION SEQUENCES OF WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A "LIKE-NEW" CONDITION PRIOR TO THE VA/COR'S ACCEPTANCE OF THAT WORK.

24. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

25. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES AS REQUIRED TO PROPERLY COMPLETE THE PROJECT SCOPE OF

WORK.

26. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS OR OTHER CONCEALED CONSTRUCTION WITHIN. PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES.

COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEEDING WITH ANY SUCH REQUIRED PENETRATIONS WORK.

27. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC LOGISTICAL SEQUENCING REQUIREMENTS OR AS APPROVED BY THE VA/COR.

GENERAL DEMOLITION NOTES

NORMAL WORK SHIFT HOURS FOR THE JAMES H. QUILLEN VA MEDICAL CENTER IS

8:00 AM UNTIL 4:30 PM DAILY, MONDAY THROUGH FRIDAY

1. CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE NOISE, DUST, VIBRATIONS AND THAT WOULD CREATE DISTURBANCES TO THE VA HEALTH CARE SYSTEM AND/OR ANY OF THE ADJACENT OCCUPIED AREAS WILL NEED TO BE PERFORMED DURING PERIODS OF AFTERHOURS/OFF-HOURS WORK. ITEMS THAT WILL REQUIRE AFTER HOURS ACTIVITIES SHALL

BE FULLY COORDINATED WITH VA COR PRIOR TO START OF CONSTRUCTION.

2. AFTERHOURS/OFF-HOURS OF OPERATION SHALL BE SCHEDULED FOR THE FOLLOWING DAYS AND TIMES AS COORDINATED, SCHEDULED AND AUTHORIZED BY THE COR:

a. MONDAY THROUGH FRIDAY - 4:30 PM UNTIL 8:00 AM

b. WEEKENDS (AS ALLOWED) - TIMES TO BE DETERMINED WITH THE COR

3. THE FOLLOWING CONSTRUCTION ACTIVITIES MAY BE CONSIDERED AFTERHOURS/OFF-HOURS OPERATIONS:

a. THE MOVING OF CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS AND/OR DEMOLITION MATERIALS TO/FROM THE

EXTERIOR TO INTERNAL AREAS OF WORK

b. ALL WORK IN THE ADJACENT OCCUPIED SPACES TO THE CURRENT STAGE/AREA OF WORK

c. ALL WORK THAT WILL REQUIRE SYSTEM SHUTDOWNS

d. ALL CONCRETE OR METAL DECKING CORING, CUTTING OR DRILLING

e. THE APPROVED USE OF POWER ACTUATED FASTENERS

f. ALL WORK (DEMOLITION OR NEW) THAT WILL CAUSE IMPACT NOISE AND VIBRATIONS THAT CAN BE HEARD OR FELT IN THE

SURROUNDING ADJACENT OCCUPIED SPACES/AREAS

4. CONTRACTOR MUST PARK WITHIN APPROVED CONSTRUCTION AREA OR AT DESIGNATED AREAS AT FAR PORTIONS OF EXISTING

CAMPUS PARKING LOTS. CAMPUS PARKING IS LIMITED AND PRIORITY IS GIVEN TO PATIENTS AND STAFF.

5. WEEKEND AND HOLIDAY HOURS SHALL BE COORDINATED WITH VA COR PRIOR TO START OF CONSTRUCTION.

6. THE DESIGN INTENT DOES NOT PROVIDE A PERMANENT LOCATION FOR A CRANE TO PERFORM GLAZING WORK. THE USE OF A

CRANE, IF NECESSARY, SHOULD BE COORDINATED WITH THE COR, FOR LOADING AND OFF-LOADING MATERIALS AND EQUIPMENT DURING OFF-HOURS (WEEKENDS) ONLY. ACCESS FOR PATIENTS AND VISITOR’S AT THESE LOCATIONS SHALL NOT BE DISRUPTED MONDAY THROUGH FRIDAY UNLESS OTHERWISE COORDINATED WITH AND APPROVED BY THE COR ON A CASE BY CASE BASIS.

OVERHEAD PROTECTION IN WORK AREAS SHOULD BE PROVIDED TO KEEP ACCESSIBLE ROUTES OPEN TO THE MAXIMUM EXTENT POSSIBLE. THE VA’S INTENT FOR THE PERFORMANCE OF GLAZING WORK WOULD BE ACCOMPLISHED BY CONTRACTOR’S USE OF AN ELEVATED WORK PLATFORM SYSTEM, EITHER STATIONARY/MOBILE, ERECTED ON-SITE. ERECTION PLANS PROVIDED BY THE CONTRACTOR IN CONNECTION WITH THE PROJECTS ACCIDENT PREVENTION PLAN – FALL PROTECTION PLAN – SCAFFOLDING ERECTION PLAN OR THE LIKE, WOULD REVIEWED AND APPROVED BY THE PROJECT COR AND FACILITY SAFETY OFFICER. IF A PROPOSED WORKING PLATFORM IS A NON-STANDARD APPLICATION, IT WOULD BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO PROVIDE REQUIRED CUSTOM DESIGN FABRICATION AND ERECTION PLANS FOR REVIEW AND APPROVAL BY THE

COR PRIOR TO PERFORMING GLAZING WORK.

CONSTRUCTION PERIOD STAGING OF

WORK - GENERAL NOTES

1. ALL DIMENSIONS ARE TO THE ACTUAL FINISHED FACE OF CONSTRUCTION ASSEMBLIES THAT ARE EITHER NEW OR EXISTING SUCH AS GYPSUM BOARD, PLASTER, CONCRETE (POURED OR PRECAST), BRICK MASONRY, CMU, ETC. UNLESS OTHERWISE NOTED.

2. ALL NEW TYPICAL DOOR UNIT INSTALLATIONS MAY NOT BE LOCATED ON THE FLOOR PLAN(S) BY DIMENSIONS PROVIDED AT EACH

SPECIFIC UNIT SHOWN:

a. TYPICAL UNIT LOCATIONS SHALL BE DETERMINED BY WHAT HAS BEEN IDENTIFIED AS TYPICAL ON THE PLAN(S), IN THE DETAILS

PROVIDED OR REFERENCED AND IN COMPLIANCE WITH THE DIMENSIONAL CONVENTIONS AS EACH SPECIFIC

LOCATION/CONDITION REQUIRES.

3. ALL NEW DOOR INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE NOTED:

a. ON THE PUSH SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 12” AT THE LOCK/LATCH SIDE FACE OF DOOR FRAME

OPENING TO ANY FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO THE FACE OF PARTITION.

b. ON THE PULL SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 18” AT THE LOCK/LATCH SIDE FACE OF DOOR FRAME

OPENING TO ANY FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO THE FACE OF PARTITION.

c. IN METAL FRAMED GYPSUM BOARD PARTITIONS TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF A DOOR

FRAME IS PLACED ADJACENT TO ANY FIXED CONSTRUCTION, LOCATE THE DOOR SIDE FRAME OPENING 4'' FROM THE FIXED

CONSTRUCTION.

d. IN CONCRETE AND MASONRY PARTITIONS TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF A DOOR FRAME IS PLACED ADJACENT TO ANY FIXED CONSTRUCTION, LOCATE THE DOOR SIDE FRAME OPENING 8” FROM THE FIXED CONSTRUCTION.

e. FIXED CONSTRUCTION IS INTENDED TO MEAN ANY PERMANENT AFFIXED CONSTRUCTED PARTITION, WALL, COLUMN, CASEWORK OR MOUNTED ASSEMBLIES OR EQUIPMENT THAT WOULD INTERFERE WITH THE DOOR UNIT INSTALLATION, DOOR SWING(S), SAFE OPERATION OR THE MINIMUM CLEAR ACCESS SPACE OPENINGS REQUIRED FOR COMPLIANCE WITH ADA AND ABAAS.

4. WHERE INTERIOR PARTITIONS INTERSECT AND ATTACH TO EXTERIOR WALLS TYPICALLY PROVIDE THE FOLLOWING UNLESS OTHERWISE

NOTED:

a. AT EXTERIOR WINDOW MULLION CONDITIONS CENTER THE PARTITION ON THE MULLION.

b. AT EXTERIOR WINDOW FRAME CONDITIONS LOCATE THE FACE OF THE PARTITION 1/4” AWAY FROM ANY WINDOW FRAMING/TRIM.

c. AT EXTERIOR WINDOW FRAME CONDITIONS WHERE THE WINDOW SILL EXTENDS BEYOND THE FACE OF THE FRAME/TRIM LOCATE

THE FACE OF THE PARTITION 1/4” AWAY FROM THE WINDOW SILL.

GENERAL NOTES - DIMENSIONING CONVENTIONS

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO COMMENCING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON THE DRAWINGS. NOTIFY THE VA/COR OF ANY

DISCREPANCY BEFORE STARTING WORK.

3. A SUCCESSFUL REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO VA/COR. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO DETAILS

AND GIVEN DIMENSIONS IN THE CONTRACT DOCUMENTS.

4. CONTRACTOR SHALL OBTAIN VA/COR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH ANY CHANGES FROM THE INFORMATION

PROVIDED HEREIN.

MISCELLANEOUS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - DEMOLITION NOTES RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CZ CR

621-23-100

GI002

ISSUE FOR BID

23-00136C24923R0016

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

ADDENDUM #1 01/10/2024

P F

662 SF

VESTIBULE

508 SF

LOBBY

130 SF

RECEPTION

4259 SF

ATRIUM

A101

581 SF

ELEV. LOBBY

5172 SF

FOOD SERVICE

A105

1463 SF

KITCHEN

A105C

146 SF

ELEC.

A103A

2723 SF

RETAIL STORE

A102

485 SF

CORRIDOR

753 SF

CORRIDOR

0061767 SF

PATIO

610 SF

STAIR

509 SF

FOOD STORAGE

A105E

101 SF

BREAK RM

A105F

40 SF

HVAC

A133

94 SF

ELEV. 1

1B

89 SF

ELEV. 1

1A

83 SF

ELEV. 2

LVL 1

48 SF

ELEV. LOBBY

FA123

379 SF

CONTROLLED

SUBSTANCES AND

FLAMMABLE

STORAGE

FA122

183 SF

CONFERENCE

FA115

126 SF

OFFICE

FA114

275 SF

WOMEN

L101

218 SF

STAIR

92 SF

HVAC

FA124

285 SF

STAIR

55 SF

STORE

A105D

86 SF

FREEZER

86 SF

FREEZER

196 SF

CHIEF CANTEEN SVC

A131

157 SF

ASST. CHIEF

CANTEEN SVC

A129

427 SF

CANTEEN RETAIL

STOCK RM.

A102A

111 SF

DECEDENT AFFAIRS

OFFICE

L100F

1384 SF

WAITING ROOM

L100

215 SF

MEN

A126A

182 SF

WOMEN

A128A

50 SF

HVAC

A126A

47 SF

VEST

A126

67 SF

VEST

A128

134 SF

OFFICE

A122A

127 SF

OFFICE

A122B

32 SF

CLST

A122C

167 SF

WAITING

A122

99 SF

OFFICE

A124

238 SF

STAIR

A012

G C

G C

G C

G C

G C

G C

G C

G C

PHASE 1

PHASE 2

PHASE 3

PHASE 5

PHASE 7

PHASE 6

PHASE 8

PHASE 4

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - PHASING PLAN - FIRST FLOOR RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CR CZ

621-23-100

GC201

ISSUE FOR BID

23-00136C24923R0016

N 1/8" = 1'-0"

GENERAL - FIRST FLOOR - PHASING PLAN

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

ADDENDUM #1 01/10/2024

A. CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING AND COORDINATION OF CONSTRUCTION PHASING WITH THE VA'S SCHEDULE, INFECTION CONTORL, AND INTERIM LIFE SAFETY REQUIREMENTS. REFER TO SPECIFICATIONS FOR PROJECT GENERAL CONDITIONS, INFECTION CONTROL, SPECIAL NOTES, PROJECT SCHEDULE, ETC. FOR ALL PROJECT REQUIREMENTS.

B. CONTRACTOR SHALL PROVIDE ALL SUB-PHASING AS REQUIRED FOR WORK OCCURRING BETWEEN VARIOUS PHASES.

C. THE PHASING PLAN IS NOT TO BE TAKEN AS AN ALL INCLUSIVE LIST OF ALL ITEMS TO BE COMPLETED WITHIN A SPECIFIC

OUTLINED PHASE. PLEASE REFER TO ALL DISCIPLINES AND CONTRACT DOCUMENTS FOR ALL WORK ASSOCIATED IN THESE

AREAS.

D. THE PHASING PLAN IS SUBJECT TO THE CONTRACTORS MEANS AND METHODS, SCHEDULING AND TO EXSITING CONDITIONS AND

TIME RESTRAINTS.

E. CONTRACTOR SHALL REFER TO ALL DEMOLITION AND CONSTRUCTION DRAWINGS FOR COMPLETE UNDERSTANDING OF THE

SPECIFIED SCOPE OF WORK.

F. CONTRACTOR SHALL MAINTAIN EGRESS PASSAGE WAYS MAIN CORRIDOR, ELEVATOR LOBBY AND STAIR EXITS DURING COMPLETE

PROJECT DURATION. ALSO, MAINTAIN ALL EGRESS/EXIT DOORS OF THE FACILITY.

G. CONTRACTOR SHALL REFER TO DRAWING GC400 FOR INFECTION CONTROL NOTES AND SUGGESTED LOCATION OF

CONSTRUCTION BARRIERS AND ENTRANCES.

H. CONTRACTOR SHALL NOTE ALL EXISTING PLUMBING, MECHANICAL AND ELECTRICAL SERVICES AND SYSTEMS THAT ARE SCHEDULED TO REMAIN FULLY OPERATIONAL AND FUNCTIONAL FOR DURATION OF SPECIFIC PHASES.

I. CONTRACTOR SHALL NOTE THAT BUILDING 200 SHALL BE OCCUPIED DURING CONSTRUCTION.

J. HOURS OF OPERATION FOR NOISE AND VIBRATION OPERATIONS ARE DURING OFF NORMAL HOSPITAL OPERATION HOURS (6:00PM

TO 6:00AM). SERVICE INTERRUPTIONS DURING OFF NORMAL WORK HOURS AND SCHEDULED MINIMIUM (2) WEEK ADVANCED NOTICE. THIS INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION OF EXISTING SLATE TILE AND MORTAR BED.

K. WHERE TWO OR MORE SEQUENCES MEET, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE TRANSITION

WORK BETWEEN SEQUENCES.

L. CONTRACTOR TO HAVE ALL MATERIALS AND EQUIPMENT ON SITE FOR THE COMPLETION OF ANY WORK THAT IS DESIGNATED FOR

OFF HOURS PRIOR TO THE START OF OF HOURS WORK.

M. PHASES TO BE PREFORMED IN SEQUENCE.

N. CONTRACTOR MAY PERFORM WORK TO REPLACE GLAZING AS DESCRIBED ON DRAWING AD401 PROVIDED PROPER PRECAUTIONS

ARE PUT IN PLACE TO PROTECT AREA BELOW WORK FROM FALLING DEBRIS.

PHASE 1

DURING PHASE 1 CORRIDOR 006 AND PATIO 007 SHALL BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT ENTRANCE TO CORRIDOR 0O6 AND PATIO 007 TO REDIRECT PEDESTRIAN TRAFFIC. ADDITIONALLY, DOORS WITH ACCESS TO CAFETERIA SHALL BE CLOSED TO PUBLIC AND PROPER SIGNAGE USED TO INDICATE NO ACCESS. COORDINATE WITH VA COR FOR EXACT LOCATIONS

OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 2

DURING PHASE 2, CORRIDOR 005 TO BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT ENTRANCE TO CORRIDOR 005 TO REDIRECT PEDESTRIAN TRAFFIC. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND

VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 3

DURING PHASE 3, ACCESS TO ATRIUM FROM STAIR 008 TO BE CLOSED TO PUBLIC IN ADDITION TO THE SOUTHERN PORTION OF THE ATRIUM AS INDICATED ON PLAN. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT ENTRANCE TO STAIR 008 AND AT CONSTRUCTION ENTRANCE TO PORTION OF ATRIUM ENCLOSED BY CONSTRUCTION BARRIERS TO REDIRECT PEDESTRIAN TRAFFIC. ADDITIONALLY, SIGNAGE SHALL BE PROVIDE AT CORRIDOR ENTRY DIRECTLY WEST OF ARE OF WORK INDICATED TO REDIRECT PEDESTRIAN TRAFFIC.

COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE

EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 4

DURING PHASE 4, ACCESS TO AREA INDICATED IN WESTERN PORTION OF ATIRUM TO BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT CONSTRUCTION ENTRANCE TO AREA INDICATED. CONTRACTOR TO COORDINATE WITH VA COR AS TO FREIGHT ELEVATOR ADDRESSING DURING THIS PHASE OF CONSTRUCTION. FREIGHT ELEVATOR TO BE INACCESSIBLE FROM FIRST FLOOR DURING PHASE 4 OF CONSTRUCTION. ADDITIONALLY, AREA DIRECTLY BELOW AREA OF GLASS BLOCK REMOVAL AND STEEL INSTALLATION IN BASEMENT TO BE VACATED BY VA DURING PHASE UNTIL CONTRACTOR COMPLETES REQUIRED ABOVE CEILING WORK.

COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE

EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 5

DURING PHASE 5, ACCESS TO AREA INDICATED IN PORTION OF ATRIUM TO BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT CONSTRUCTION ENTRANCE TO AREA INDICATED. ELEVATOR 1A TO BE INACCESSIBLE FROM FIRST FLOOR DURING PHASE 5. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR

TEMPORARY SIGNAGE EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 6

DURING PHASE 6, ACCESS TO PORTION OF ATRIUM INDICATED ON PLAN TO BE CLOSED TO PUBLIC. CONTRACTOR TO PROVDIE PROPER SIGNAGE AT CONSTRUCTION ENTRANCE AS WELL AS AT CORRIDOR ACCESS DOORS DIRECTLY WEST OF AREA OF WORK TO REDIRECT PEDESTRIAN TRAFFIC. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR

TEMPORARY SIGNAGE EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 7

DURING PHASE 7, ACCESS TO AREA INDICATED IN PORTION OF ATRIUM TO BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT CONSTRUCTION ENTRANCE TO AREA INDICATED. ELEVATOR 1B TO BE INACCESSIBLE FROM FIRST FLOOR DURING PHASE 7. COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY

SIGNAGE EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASE 8

DURING PHASE 8, ACCESS TO NORTHERN PORTION OF ATRIUM, EXISTING WAITING AREA, AND BUILDING ENTRANCE TO BE CLOSED TO THE PUBLIC. CONTRACTOR TO PROVIDE PROPER SIGNAGE AT BUILDING ENTRANCE AND CONSTRUCTION ENTRANCE TO REDIRECT PEDESTRIAN TRAFFICE. CONTRACTOR TO COODRINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED.

COORDINATE WITH VA COR FOR EXACT LOCATIONS OF SIGNS AND VERBIAGE REQUIRED. SEE GC202 FOR TEMPORARY SIGNAGE

EXAMPLES. SEE GC202 FOR TEMPORARY SIGNAGE EXAMPLES.

PHASING PLAN GENERAL NOTES

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - TEMPORARY SIGNAGE

EXAMPLES

RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CZ CR

621-23-100

GC202

ISSUE FOR BID

23-00136C24923R0016

NOTE: TEMPORARY SIGNAGE EXAMPLES ARE PICTURED ON THIS SHEET. CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE AS REQUIRED BY VA FOR EACH PHASE. PROVIDE 18X24 OR 24X36 ON WHITE COROPLAST SUBSTRATE DEPENDING ON THE MESSAGING. COORDINATE WITH VA FOR LOCATIONS, FONTS, SIZES, AND

VERBIAGE. ALL TEMPORARY SIGNAGE SHALL BE PROVIDED AS PART OF BASE BID.

CONFIRM ALL SIGNAGE LOCATIONS WITH THE VA.

TEMPORARY SIGNAGE NOTES

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

ADDENDUM #1 01/10/2024

SIGNAGE GROUP 'A'

SIGNAGE GROUP 'B' SIGNAGE GROUP 'C'

PF

ICP.1

ICP.2

ICP.1

ICP.4

ICP.4 ICP.4

ICP.3

ICP.4 ICP.4

ICP.10

ICP.9

ICP.9

ICP.10

ICP.1

ICP.1ICP.3

ICP.2

ICP.4

ICP.1

ICP.9

ICP.10

ICP.9

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - INFECTION CONTROL PLAN -

FIRST FLOOR

RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CZ CR

621-23-100

GC401

ISSUE FOR BID

23-00136C24923R0016

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – GENERAL NOTES”

REGARDING THE VA’S DISCRETION IN SELECTING WORK TO BE DONE AFTERHOURS/OFF-

HOURS.

B. REFER TO DEMOLITION NOTES ON GI002.

C. ON SURFACES AND PARTITIONS INDICATED TO REMAIN, REMOVE ALL WALL MOUNTED ITEMS

AND DEVICES INCLUDING CORNER GUARDS, HANDRAILS, CHAIR RAILS, AND ALL SURFACE

FINISHES INCLUDING CERAMIC WALL TILE AND VINYL WALL COVERING. REFER TO NOTES AND

SPECIFICATIONS REGARDING PREPARATION OF SURFACES FOR NEW FINISHES.

D. WHERE EXISTING CONSTRUCTION IS INDICATED TO BE REMOVED, REMOVE ALL MOUNTED

ACCESSORIES, CORNER GUARDS, HANDRAILS, ETC. PATCH ABUTTING WALLS, FLOORS,

CEILINGS, AND ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE

EXISTING ITEMS SCHEDULED TO REMAIN AS NECESSARY TO ALLOW THE COMPLETE

DEMOLITION WORK. REPAIR/REPLACE SUCH ITEMS ONCE DEMOLITION IS COMPLETED.

E. IN AREAS OF WORK, CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES AND

ASSOCIATED MASTIC AND PREP FOR NEW FLOORING AS SCHEDULED.

F. REFER TO CORRESPONDING M/E/P/FP SHEETS FOR FULL SCOPE OF DEMOLITION WORK.

G. REMOVE EXISTING SLATE BASE WHEREVER SLATE FLOORING IS REMOVED.

H. COORDINATE ADDITIONAL SPACE WITHIN EACH PHASE, WHERE AVAILABLE, WITH COR FOR

STAGING OF MATERIALS, NEGATIVE AIR MACHINE, EQUIPMENT, CLENAING SUPPLIES, ETC.

GENERAL SHEET NOTES

KEYNOTES

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 1

ICP.1 TEMPORARY 1-HR CONSTRUCTION BARRIER WALL. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.2 TEMPORARY 45MIN DOOR AND ASSOCIATED HARDWARE. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.3 SUPPLY AND INSTALL STICKY WALK OFF MAT(S).

ICP.4 SUPPLY AND INSTALL 6 MIL HEAVY DUTY, REINFORCED, FIRE-RETARDANT,

POLY SHEETING (VISQUEEN). PLASTIC SHEET SHALL BE FULLY SEALED AT

PERIMETER.

ICP.9 PROVIDE TEMPORARY SIGNAGE GROUP 'B' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

ICP.10 PROVIDE TEMPORARY SIGNAGE GROUP 'C' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 2

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

ADDENDUM #1 01/10/2024

ICP.1

ICP.1

ICP.1

ICP.1

ICP.6

ICP.1

ICP.1

ICP.3

ICP.3

ICP.2

ICP.4

ICP.4

ICP.4

ICP.9

ICP.10

ICP.9

ICP.10

ICP.10

ICP.1

ICP.1

ICP.1 ICP.1

ICP.2ICP.3

ICP.3

ICP.1

ICP.1

ICP.1 ICP.1

ICP.10

ICP.9

ICP.9

ICP.9

ICP.9

ICP.1

ICP.1

ICP.1

ICP.1

ICP.1

ICP.4

ICP.2ICP.3

ICP.3

ICP.10

ICP.9

ICP.10

ICP.9

ICP.1

ICP.1

ICP.1

ICP.2ICP.3

ICP.3

ICP.1

ICP.1

ICP.1

ICP.1

ICP.10

ICP.9

ICP.10

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - INFECTION CONTROL PLAN -

FIRST FLOOR

RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CZ CR

621-23-100

GC402

ISSUE FOR BID

23-00136C24923R0016

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 5

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 4

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – GENERAL NOTES”

REGARDING THE VA’S DISCRETION IN SELECTING WORK TO BE DONE AFTERHOURS/OFF-

HOURS.

B. REFER TO DEMOLITION NOTES ON GI002.

C. ON SURFACES AND PARTITIONS INDICATED TO REMAIN, REMOVE ALL WALL MOUNTED ITEMS

AND DEVICES INCLUDING CORNER GUARDS, HANDRAILS, CHAIR RAILS, AND ALL SURFACE

FINISHES INCLUDING CERAMIC WALL TILE AND VINYL WALL COVERING. REFER TO NOTES AND

SPECIFICATIONS REGARDING PREPARATION OF SURFACES FOR NEW FINISHES.

D. WHERE EXISTING CONSTRUCTION IS INDICATED TO BE REMOVED, REMOVE ALL MOUNTED

ACCESSORIES, CORNER GUARDS, HANDRAILS, ETC. PATCH ABUTTING WALLS, FLOORS,

CEILINGS, AND ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE

EXISTING ITEMS SCHEDULED TO REMAIN AS NECESSARY TO ALLOW THE COMPLETE

DEMOLITION WORK. REPAIR/REPLACE SUCH ITEMS ONCE DEMOLITION IS COMPLETED.

E. IN AREAS OF WORK, CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES AND

ASSOCIATED MASTIC AND PREP FOR NEW FLOORING AS SCHEDULED.

F. REFER TO CORRESPONDING M/E/P/FP SHEETS FOR FULL SCOPE OF DEMOLITION WORK.

G. REMOVE EXISTING SLATE BASE WHEREVER SLATE FLOORING IS REMOVED.

H. COORDINATE ADDITIONAL SPACE WITHIN EACH PHASE, WHERE AVAILABLE, WITH COR FOR

STAGING OF MATERIALS, NEGATIVE AIR MACHINE, EQUIPMENT, CLENAING SUPPLIES, ETC.

GENERAL SHEET NOTES

KEYNOTES

ICP.1 TEMPORARY 1-HR CONSTRUCTION BARRIER WALL. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.2 TEMPORARY 45MIN DOOR AND ASSOCIATED HARDWARE. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.3 SUPPLY AND INSTALL STICKY WALK OFF MAT(S).

ICP.4 SUPPLY AND INSTALL 6 MIL HEAVY DUTY, REINFORCED, FIRE-RETARDANT,

POLY SHEETING (VISQUEEN). PLASTIC SHEET SHALL BE FULLY SEALED AT

PERIMETER.

ICP.6 TEMPORARY CONSTRUCTION BARRIER TYPE A PER DETAIL 6/GC501.

ICP.9 PROVIDE TEMPORARY SIGNAGE GROUP 'B' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

ICP.10 PROVIDE TEMPORARY SIGNAGE GROUP 'C' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 3

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 6

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

ICP.4

ICP.4

ICP.1

ICP.6

ICP.3

ICP.3

ICP.10ICP.8

ICP.9

ICP.10

ICP.10

ICP.1

ICP.1

ICP.1

ICP.1

ICP.1

ICP.1

ICP.1

ICP.1

ICP.4

ICP.6

ICP.4

ICP.2

ICP.3

ICP.3

ICP.1

ICP.1

ICP.1

ICP.1

ICP.10

ICP.9

ICP.9

ICP.9

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

Bancroft Project No. VA CONTRACT NO.

01/10/2024

GENERAL - INFECTION CONTROL PLAN -

FIRST FLOOR

RENOVATE ATRIUM

BUILDING 200

James H. Quillen VA Medical Center

CZ CR

621-23-100

GC403

ISSUE FOR BID

23-00136C24923R0016

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – GENERAL NOTES”

REGARDING THE VA’S DISCRETION IN SELECTING WORK TO BE DONE AFTERHOURS/OFF-

HOURS.

B. REFER TO DEMOLITION NOTES ON GI002.

C. ON SURFACES AND PARTITIONS INDICATED TO REMAIN, REMOVE ALL WALL MOUNTED ITEMS

AND DEVICES INCLUDING CORNER GUARDS, HANDRAILS, CHAIR RAILS, AND ALL SURFACE

FINISHES INCLUDING CERAMIC WALL TILE AND VINYL WALL COVERING. REFER TO NOTES AND

SPECIFICATIONS REGARDING PREPARATION OF SURFACES FOR NEW FINISHES.

D. WHERE EXISTING CONSTRUCTION IS INDICATED TO BE REMOVED, REMOVE ALL MOUNTED

ACCESSORIES, CORNER GUARDS, HANDRAILS, ETC. PATCH ABUTTING WALLS, FLOORS,

CEILINGS, AND ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE

EXISTING ITEMS SCHEDULED TO REMAIN AS NECESSARY TO ALLOW THE COMPLETE

DEMOLITION WORK. REPAIR/REPLACE SUCH ITEMS ONCE DEMOLITION IS COMPLETED.

E. IN AREAS OF WORK, CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES AND

ASSOCIATED MASTIC AND PREP FOR NEW FLOORING AS SCHEDULED.

F. REFER TO CORRESPONDING M/E/P/FP SHEETS FOR FULL SCOPE OF DEMOLITION WORK.

G. REMOVE EXISTING SLATE BASE WHEREVER SLATE FLOORING IS REMOVED.

H. COORDINATE ADDITIONAL SPACE WITHIN EACH PHASE, WHERE AVAILABLE, WITH COR FOR

STAGING OF MATERIALS, NEGATIVE AIR MACHINE, EQUIPMENT, CLENAING SUPPLIES, ETC.

GENERAL SHEET NOTES

KEYNOTES

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 8

ICP.1 TEMPORARY 1-HR CONSTRUCTION BARRIER WALL. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.2 TEMPORARY 45MIN DOOR AND ASSOCIATED HARDWARE. BASIS OF DESIGN:

STARCWALL FIREBLOCKWALL OR APPROVED EQUAL.

ICP.3 SUPPLY AND INSTALL STICKY WALK OFF MAT(S).

ICP.4 SUPPLY AND INSTALL 6 MIL HEAVY DUTY, REINFORCED, FIRE-RETARDANT,

POLY SHEETING (VISQUEEN). PLASTIC SHEET SHALL BE FULLY SEALED AT

PERIMETER.

ICP.6 TEMPORARY CONSTRUCTION BARRIER TYPE A PER DETAIL 6/GC501.

ICP.8 PROVIDE TEMPORARY SIGNAGE GROUP 'A' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

ICP.9 PROVIDE TEMPORARY SIGNAGE GROUP 'B' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

ICP.10 PROVIDE TEMPORARY SIGNAGE GROUP 'C' AT LOCATION INDICATED.

COORDINATE WITH VA COR FOR EXACT VERBIAGE AND LOCATION OF SIGNS.

N

1/4" = 1'-0"

GENERAL - FIRST FLOOR - INFECTION CONTROL PLAN - PHASE 7

Revisions: Date:

65% DESIGN DEVELOPMENT 07/21/2023

95% CONSTRUCTION DOCUMENTS 09/19/2023

100% CONSTRUCTION DOCUMENTS 10/11/2023

ISSUE FOR BID 10/24/2023

DEMOLITION PLAN NOTES

DEMOLITION CEILING NOTES

EXISTING PARTITION WALL TO REMAIN.

ALL EXISTING WALLS TO REMAIN WITHIN PROJECT SCOPE ARE TO BE

INSULATED. REMOVE AND REINSTALL GYPSUM BOARD ON ONE SIDE

OF WALL AS NECESSARY TO INSTALL NEW INSTALLATION.

REMOVE PARTITION WALLS INDICATED BY DASHED LINES. REMOVE

ELECTRICAL, SWITCHES, PHONE AND DATA OUTLETS AND COVER

PLATES AS REQUIRED TO FACILITATE WALL REMOVAL.

REMOVE DOOR AND FRAME INDICATED BY DASHED LINES.

SALVAGE DOOR HARDWARE (LEVER LOCK SETS ONLY) FOR

POSSIBLE REUSE. STORE AS INDICATED BY OWNER.

DEMOLITION PLAN LEGEND

EXISTING SUSPENDED ACOUSTICAL CEILING TILE

TO BE REMOVED

EXISTING GYPSUM BOARD CEILING TO BE

REMOVED

EXISTING WIRELESS ACCESS POINT TO BE

REMOVED

EXISTING 2'X4' LIGHT FIXTURE TO BE REMOVED

EXISTING 2'X2' LIGHT FIXTURE TO BE REMOVED

EXISTING PENDANT LIGHT FIXTURE TO BE

REMOVED

EXISTING CEILING MOUNTED LIGHT FIXTURE TO

BE REMOVED

DEMOLITION CEILING LEGEND

CONSTRUCTION CEILING NOTES

A. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF WORK. COORDINATE INSTALLATION OF DISCIPLINES SO THERE IS NO

INTERFERENCE.

B. CEILING HEIGHT IS XX'-XX" U.N.O.

C. CENTER ALL CEILING GRIDS IN EACH ROOM U.N.O.

D. CENTER ALL FIXTURES WITHIN CEILING TILE U.N.O.

E. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL CEILING ACCESS POINTS WHICH

MAY BE REQUIRED AT AREAS FOR MECHANICAL AND ELECTRICAL SERVICE WORK.

F. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL CEILING MOUNTED UTILITIES AS NOT TO

INTERFERE WITH THE INSTALLATION OF THE PATIENT LIFTS AND ALL OTHER CEILING MOUNTED UTILITIES.

CONSTRUCTION PLAN NOTES

CONSTRUCTION PLAN LEGEND

NEW CONSTRUCTION

A. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING CIVIL, STRUCTURAL, FIRE PROTECTION, MEDICAL GAS, LOW VOLTAGE SYSTEMS, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF

DEMOLITION WORK.

B. REFER TO GENERAL SECTION DRAWINGS FOR GENERAL DEMOLITION NOTES.

C. REFER TO REFLECTED CEILING DEMOLITION PLAN(S) FOR DEMOLITION WORK AT CEILINGS.

D. VERIFY EXISTING CONDITIONS AND PROMPTLY REPORT ANY DRAWING DISCREPANCIES TO THE CONTRACTING

OFFICER (CO) DURING BIDDING AND THE CONTRACTING OFFICERS REPRESENTATIVE (COR) DURING CONSTRUCTION.

E. ALL EXISTING CONSTRUCTION TO REMAIN, THAT IS AFFECTED BY DEMOLITION, SHALL BE PATCHED, PLASTERED, BE

PROPERLY MEMBERED, WITH SURFACES ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS WHEN

RECEIVING FINISHES.

F. DURING THE COURSE OF THE REMOVAL OF EXISTING FINISHES FROM ALL SURFACES INDICATED TO REMAIN (FLOORS, WALLS, PARTITIONS, CEILINGS, ETC.), AND THE SUBSTRATE BECOMES DAMAGED BEYOND REPAIR, REPLACE DAMAGED SECTION(S) TO THE POINT WHERE NEW FINISHES CAN BE APPLIED AND VIEWED TO BE WITHOUT

DETECTION OF DAMAGED AREAS.

G. WHERE WALLS HAVE BEEN REMOVED, FILL ALL VOIDS IN THE FLOOR WITH CONCRETE AS REQUIRED TO MATCH THE EXISTING CONSTRUCTION AND MAINTAIN ALL FIRE RATINGS, PRIOR TO THE PATCHING AND LEVELING REQUIRED FOR

RECEIVING NEW FLOOR FINISHES.

H. ALL DIMENSIONS INDICATED FOR LENGTHS OF WALLS/PARTITIONS, TO BE REMOVED, IS APPROXIMATE AND SUBJECT TO ANY ADDITIONAL DEMOLITION NECESSARY TO PROPERLY SPLICE IN THE NEW WORK ASSEMBLY AND PROVIDE FOR

DOOR UNIT INSTALLATIONS AS PER THE DETAILS.

I. SEAL/FIRESTOP ALL OPENINGS IN EXISTING SMOKE AND FIRE RATED WALLS/PARTITIONS AND/OR FIRE RATED FLOORS AND CEILINGS THAT ARE ENCOUNTERED DURING DEMOLITION. INCLUDES ALL EXPOSED CONDUIT AND PIPING.

J. REPLACE/RESPRAY FIREPROOFING THAT IS MISSING, DAMAGED, HAS BEEN KNOCKED OFF, OR HAS BEEN REMOVED

FROM FLOORS, BEAMS, COLUMNS, METAL DECKING, ETC. DURING THE DEMOLITION.

A. REFER TO INFECTION CONTROL DRAWINGS FOR LOCATION OF TEMPORARY CONSTRUCTION BARRIERS, ACCESS, AND

EXITING REQUIREMENTS.

B. IN AREAS OF NEW WORK, REMOVE COMPLETELY ALL EXISTING CEILING AND SOFFIT CONSTRUCTION, UNLESS OTHERWISE INDICATED. NEW CEILINGS SHALL NOT BE ATTACHED TO EXISTING CEILING SYSTEMS. REMOVE EXISTING SUSPENSION SYSTEMS ENTIRELY, INCLUDING HANGERS AND THEIR ANCHORS BEFORE INSTALLING NEW.

C. REMOVE ALL ELECTRICAL POWER AND CONTROLS WIRING, CONDUITS, JUNCTION BOXES AND SUPPORT SYSTEMS ASSOCIATED WITH REMOVED CEILING FIXTURES, DEVICES AND EQUIPMENT. REMOVE WIRING BACK TO RESPECTIVE

POWER PANELS.

D. REVIEW AND COORDINATE THIS DRAWING IN CONJUNCTION WITH CORRESPONDING FIRE PROTECTION, LOW VOLTAGE SYSTEMS, MEDICAL GAS, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF DEMOLITION WORK, AS WELL AS, FOR IDENTIFYING EXISTING PIPING, CONDUITS, DUCTWORK, EQUIPMENT, SYSTEMS

COMPONENTS, ETC. TO REMAIN WITHIN AREAS OF DEMOLITION.

E. REFER TO GENERAL SECTION DRAWINGS FOR GENERAL DEMOLITION NOTES.

F. EXISTING FIRE PROTECTION SPRINKLER SYSTEM TO REMAIN OPERATIONAL DURING CONSTRUCTION. WHEN EXISTING

CEILING IS DEMOLISHED SPRINKLER HEADS NEED TO BE ROTATED 90 DEGREES TO FACE FLOOR OR ROOF CONSTRUCTION ABOVE. HEADS TO BE ROTATED DOWN AFTER INSTALLATION OF NEW CEILING INTO EXISTING AND

NEW LOCATIONS AS REQUIRED BY LAYOUT MODIFICATIONS AND THE SPECIFICATIONS.

G. ANY ELECTRICAL FIXTURES, DEVICES AND EQUIPMENT THAT ARE NOT IDENTIFIED ON THESE DRAWINGS, IN THE AREAS OF CEILING DEMOLITION, ARE TO BE CAREFULLY REMOVED FROM THE CEILING, PROTECTED, TEMPORARILY HUNG, AND THEN REATTACHED IN THE SAME LOCATIONS AS WHICH THEY WERE FOUND, PRIOR TO DEMOLITION.

H. SEAL/FIRESTOP ALL OPENINGS IN EXISTING SMOKE AND FIRE RATED WALLS/PARTITIONS AND/OR FIRE RATED FLOORS AND CEILINGS THAT ARE ENCOUNTERED DURING DEMOLITION. INCLUDES ALL EXPOSED CONDUIT AND PIPING.

EXISTING SPRINKLER HEAD TO BE REMOVED

EXISTING SUPPLY DIFFUSER TO BE REMOVED

EXISTING RETURN DIFFUSER TO BE REMOVED

EXISTING EXHAUST VENT TO BE REMOVED

EXISTING SMOKE DETECTOR TO BE REMOVED

WAP

NOTE: SYMBOLS FOR REFERENCE ONLY, ACTUAL SYMBOL SCALE AT DRAWINGS MIGHT VARY

S

NEW SUSPENDED ACOUSTICAL CEILING TILE

NEW GYPSUM BOARD CEILING

NEW WIRELESS ACCESS POINT

NEW 2'X4' LIGHT FIXTURE

NEW 2'X2' LIGHT FIXTURE

NEW PENDANT LIGHT FIXTURE

NEW CEILING MOUNTED LIGHT FIXTURE

GENERAL DEMOLITION CEILING LEGEND

NEW SPRINKLER HEAD

NEW SUPPLY DIFFUSER

NEW RETURN DIFFUSER

NEW EXHAUST VENT

NEW SMOKE DETECTOR

WAP

NOTE: SYMBOLS FOR REFERENCE ONLY, ACTUAL SYMBOL SCALE AT DRAWINGS MIGHT VARY

S

A. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING FIRE PROTECTION, PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS FOR FULL SCOPE OF WORK.

B. ALL DIMENSIONS ARE TO THE FINISH FACE OF PARTITIONS UNLESS OTHERWISE NOTED.

C. ALL NEW CONSTRUCTION WHICH ENGAGES EXISTING SHALL BE JOINED IN A CAREFUL MANNER BEING PROPERLY

ALIGNED AND MEMBERED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR. PATCH TO MATCH ALL EXISTING

WALLS, FLOORS, AND CEILINGS AFFECTED BY NEW CONSTRUCTION.

D. CONTRACTOR SHALL REPAIR AND PATCH ALL EXISTING WALL CONSTRUCTION WHERE CRACKS, DENTS, HOLES OR OTHER IMPERFECTIONS HAVE OCCURRED AND PREPARE SMOOTH SURFACE FOR NEW FINISH. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS NOTED PRIOR TO THE OWNER'S ACCEPTANCE OF THE

WORK.

E. PROVIDE SILICONE SEALANT JOINTS AT JUNCTION OF ALL PLUMBING FIXTURES & COUNTERTOPS TO A WALL

SURFACE.

F. DO NOT SCALE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE ALL SHOP DRAWING REQUIREMENTS.

G. LEVEL ENTIRE FLOOR WITH CEMENT UNDERLAYMENT IN AREAS TO RECEIVE FLOORING.

H. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE MEMBERS SHALL NOT DAMAGE EXIST. REINFORCING

STEEL. PRIOR TO CORING VERIFY SIZE AND LOCATION WITH THE COR AND OBTAIN A SUCCESSFUL REVIEW FROM THE

STRUCTURAL ENGINEER.

I. PROJECT LIMIT LINES ARE SHOWN FOR ORIENTATION ONLY AND SHOULD NOT BE CONSTRUED TO BE COMPLETE.

REFER TO OTHER DRAWINGS FOR UTILITY DEMOLITION AND NEW CONNECTIONS, ETC.

J. INSTALL ALL DOORS WITH MINIMUM 18 INCHES CLEAR FROM INSIDE FACE OF LATCH SIDE OF JAMB TO FINISH FACE OF

WALL ON PULL SIDE OF DOOR.

K. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING DEMOLITION AND CONSTRUCTION PHASES OF THE WORK. ALL FINISHED AREAS ADJACENT TO AND INCLUDED IN THE AREAS OF CONSTRUCTION SHALL BE PROTECTED FROM DUST AND DIRT

THROUGH THE USE OF COR APPROVED DUSTPROOF PROTECTION.

L. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD DRAWINGS/ AS BUILTS CAN BE KEPT BY THE GENERAL CONTRACTOR AND PROVIDED TO THE COR FOR DISTRIBUTION TO THE VA AND THE ARCHITECT AT THE COMPLETION

OF THE PROJECT.

M. ALL PARTITION FACES THAT FACE THE CORRIDOR ARE TO HAVE "MOLD TOUGH GYP" OR EQUAL TO 4' A.F.F.

N. ALL NEW CONSTRUCTION WHICH ENGAGES EXISTING SHALL BE JOINED IN A CAREFUL MANNER BEING PROPERLY

ALIGNED AND MEMBERED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR. PATCH TO MATCH ALL EXISTING

WALLS, FLOORS, AND CEILINGS AFFECTED BY NEW CONSTRUCTION.

O. CONTRACTOR SHALL REPAIR AND PATCH ALL EXISTING WALL CONSTRUCTION WHERE CRACKS, DENTS, HOLES OR OTHER IMPERFECTIONS HAVE OCCURRED AND PREPARE SMOOTH SURFACE FOR NEW FINISH. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS NOTED PRIOR TO THE OWNER'S ACCEPTANCE OF THE

WORK.

P. DO NOT SCALE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE ALL SHOP DRAWING REQUIREMENTS.

Q. REFERENCE ELECTRICAL & PLUMBING DRAWINGS IN ADDITION TO THE ARCHITECTURAL DRAWINGS IN DEFINING THE

SCOPE OF WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR

WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

R. PROJECT LIMIT LINES ARE SHOWN FOR ORIENTATION ONLY AND SHOULD NOT BE CONSTRUED TO BE COMPLETE.

REFER TO OTHER DRAWINGS FOR UTILITY DEMOLITION AND NEW CONNECTIONS, ETC.

S. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING DEMOLITION AND CONSTRUCTION PHASES OF THE WORK. ALL FINISHED AREAS ADJACENT TO AND INCLUDED IN THE AREAS OF CONSTRUCTION SHALL BE PROTECTED FROM DUST AND DIRT

THROUGH THE USE OF COR APPROVED DUSTPROOF PROTECTION.

T. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD DRAWINGS/ AS-BUILTS CAN BE KEPT BY THE GENERAL CONTRACTOR AND PROVIDED TO THE COR FOR…