Attachment 5 - E. EHRM Infrastructure Addendum 1 - Part 1 of 2.pdf

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VA FORM 08 - 6231

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ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

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OWNER:

NAME: DEPARTMENT OF VETERANS AFFAIRS

CONTACT #1: ANTHONY WILSON (CONTRACTING OFFICER)

PHONE: 216-447-8300 EXT. 49562

EMAIL: ANTHONY.WILSON3@VA.GOV

CONTACT #2: DAVID SIMON (CONTRACTING OFFICER REPRESENTATIVE)

ADDRESS: 3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

PHONE: 224-610-3561

EMAIL: DAVID.SIMON@VA.GOV

A/E OF RECORD:

NAME: VCI

CONTACT: SEAN FITZPATRICK, RA LEED AP

ADDRESS: 57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

PHONE: 720-491-7559

EMAIL: SEAN@VALIINT.COM

ARCHITECT:

NAME: VCI

CONTACT: SEAN FITZPATRICK, RA, LEED AP

PHONE: 720-491-7559

EMAIL: SEAN@VALIINT.COM

MECHANICAL ENGINEER:

NAME: VCI

CONTACT: BRENDAN SCANLON, PE

PHONE: 720-340-0596

EMAIL: BRENDAN.SCANLON@VALIINT.COM

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE CENTER

EHRM INFRASTRUCTURE UPGRADES, EAST CAMPUS NORTH CHICAGO, IL - TIER 1

ADDENDUM 1 SUBMISSION

JULY 14, 2023

PROJECT TEAM:

ELECTRICAL ENGINEER:

NAME: VCI

CONTACT: BRENDAN SCANLON, PE

PHONE: 720-340-0596

EMAIL: BRENDAN.SCANLON@VALIINT.COM

TELECOMMUNICATIONS ENGINEER:

NAME: IMEG CORP.

CONTACT: DAIVD LARSON, RCDD

ADDRESS: 1025 MAIN ST., BASTROP, TX 78602

PHONE: 314-951-2530

EMAIL: DAVID.L.LARSON@IMEGCORP.COM

PHYSICAL SECURITY ENGINEER:

NAME: IMEG CORP.

CONTACT: CHARLES LEBLANC

ADDRESS: 1025 MAIN ST., BASTROP, TX 78602

PHONE: 512-791-6813

EMAIL: CHARLES.G.LEBLANC@IMEGCORP.COM

FIRE SAFETY ENGINEER:

NAME: SPECIALIZED ENGINEERING SOLUTIONS

CONTACT: KRIS BURNHAM, PE FPE, CHC, LEED AP

ADDRESS: 10360 ELLISON CI., OMAHA, NE 68134

PHONE: 402-991-5520

EMAIL: KBURNHAM@SPECIALIZEDENG.COM

PROJECT INFORMATION:

PROJECT NUMBER: 556-21-700

PROJECT NAME: EHRM INFRASTRUCTURE UPGRADES, EAST CAMPUS - NORTH CHICAGO, IL - TIER 1

PROJECT LOCATION: CAPT. JAMES A. LOVELL FEDERAL HEALTH CARE CENTER (FHCC)

3001 GREEN BAY ROAD

NORTH CHICAGO, IL 60064

LOCATION MAP:

VICINITY MAP:

AutoCAD SHX Text 00404366

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

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GENERAL INFORMATION

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COVER SHEET

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GENERAL NOTES

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ARCHITECTURAL

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43H.A-101 43H.A-301 81H.A-101 81H.A-102 81H.A-103 81H.A-301 152.A-101 152.A-301 237.A-101 237.A-102 237.A-301 1007.A-101 1007.A-102 1007.A-301 1017.A-101 1017.A-102 1017.A-103 1017.A-104 1017.A-301 1523.A-101 1523.A-102 1523.A-301 A-301 A-601

DRAWING TITLE

ARCHITECTURAL LEGENDS AND GENERAL NOTES

FIRST FLOOR PLAN

SECTIONS AND DETAILS

BASEMENT FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

SECTIONS AND DETAILS

FIRST FLOOR PLAN

SECTIONS AND DETAILS

FIRST FLOOR PLAN - NORTH

FIRST FLOOR PLAN - SOUTH

SECTIONS AND DETAILS

FIRST FLOOR PLAN

SECOND FLOOR PLAN

SECTIONS AND DETAILS

BASEMENT FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

SECTIONS AND DETAILS

FIRST FLOOR PLAN - NORTH

FIRST FLOOR PLAN - SOUTH

SECTIONS AND DETAILS

TYPICAL DETAILS

DOOR SCHEDULE, DETAILS AND FINISH SCHEDULE

BUILDING

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43H 43H 81H 81H 81H 81H

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ELECTRICAL

DRAWING NO.

1017.EP103

DRAWING TITLE

ELECTRICAL ENLARGED PLAN - THIRD LEVEL POWER PLAN

BUILDING

MECHANICAL

DRAWING NO.

1017.M-103

DRAWING TITLE

ENLARGED THIRD FLOOR - MECHANICAL PLAN

BUILDING

FIRE PROTECTION

DRAWING NO.

F-001 81H.F-101 1007.F-101 1017.F-101

DRAWING TITLE

FIRE PROTECTION SYMBOLS, ABBREVIATIONS, AND DETAILS

FIRST LEVEL FLOOR PLAN - FIRE PROTECTION

FLOOR PLAN - FIRE PROTECTION

FLOOR PLAN - FIRE PROTECTION

BUILDING

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81H

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

CO

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RADO L ICENSED

A RC H I T ECT

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GENERAL NOTES

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GENERAL NOTES:

1. SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN THE GENERAL

DRAWINGS SECTIONS AS WELL AS ALL OTHER CONTRACT DOCUMENTS EITHER STATED OR BY REFERENCE. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED HEREIN.

2. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

3. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS. WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL

AUTHORITIES.

4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT AND NECESSARY FACILITIES, AND PERFORM ALL LABOR AND SERVICES OF EVERY DESCRIPTION AS MAY BE NECESSARY TO COMPLETE THE SCOPE OF WORK DEFINED ON THE DRAWINGS AND SPECIFICATIONS.

5. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS, WHICH AFFECT THE SCOPE AND INTENT OF THE WORK DESCRIBED IN CONSTRUCTION DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COR IMMEDIATELY.

6. THE DRAWINGS SHALL BE WORKED IN CONJUCTION WITH THE SPECIFICATION. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS NOTIFY THE COR FOR CLARIFICATION AND DO NOT PROCEED WITH RELATED CONSTRUCTION UNTIL CLARIFICATION IS RECEIVED FROM COR.

7. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL DUCT SIZES AND LOCATIONS.

8. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.

9. WALL OUTLETS, SWITCHES, THERMOSTATS, ETC. TO BE INSTALLED LEVEL AND PLUMB AS INDICATED IN TECHNOLOGY, ELECTRICAL, AND MECHANICAL PLANS AND

ELEVATION.

10. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED TO BE INCLUSIVE OF ALL WORK REQUIRED TO

COMPLETE FULL SCOPE OF WORK.

11. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER REPRESENTATIVE (COR).

12. FIELD VERIFICATION: DURING CONSTRUCTION CONTRACTOR SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE CONTRACT DOCUMENTS.

REPORT DISCREPANCIES TO THE COR PRIOR TO BIDDING OR PERFORMING WORK RELATED TO ANY DISCREPANCIES. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

13. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR SHALL COORDINATE ITS WORK, WITH

WORK INDICATED AS NIC.

14. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE SPECIFICATIONS. ALL SPACES AND SYSTEMS ARE TO REMAIN OPERATIONAL THROUGHOUT THE

PROJECT UNLESS APPROVED OTHERWISE BY THE COR.

15. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO COORDINATE PENETRATIONS THROUGH FOUNDATIONS, FLOORS, WALLS AND CEILING

SPACES. SEE SPECIFICATIONS.

16. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO THE COR, BETWEEN DISSIMILAR METALS. SEE SPECIFICATIONS.

17. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL SURFACE ATTACHED METAL SHALL BE SEPARATED FROM CONCRETE OR MASONRY BY NON-METALLIC MATERIAL SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL AS APPROVED BY ARCHITECT AND COR.

18. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL ELEVATION COORDINATION.

19. THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL VA ISSUED PERMITS (HOTWORK, ICRA, WEEKEND WORK, HOLIDAY WORK, SHUTDOWNS, ETC.), CERTIFICATES, INSPECTIONS, DEPARTMENT APPROVAL, ETC. FOR WORK PERFORMED UNDER THIS CONTRACT. SUBMIT PERMITS, CERTIFICATIONS, INSPECTIONS

AND DEPARTMENT APPROVALS AS REQUIRED BY THE SPECIFICATIONS.

20. AN AIR QUALITY PERMIT WILL BE REQUIRED FOR A TEMPORARY GENERATOR IF REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE CAPT. JAMES A. LOVELL FHCC AND AIR QUALITY AUTHORITY HAVING JURISDICTION.

21. FABRICATE AND INSTALL ALL WORK IN ACCORDANCE WITH THE SPECIFICATIONS, ALL APPLICABLE STATE AND LOCAL CODES, AND GENERAL OR SUPPLEMENTARY

CONDITIONS OF THE CONTRACT.

22. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATING WITH OTHER TRADES, MEANS AND METHODS OF CONSTRUCTION, SAFETY AND SECURITY ON SITE.

23. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER OR

ARCHITECT/ENGINEER OF RECORD.

24. EXERCISE CARE DURING CONSTRUCTION TO MINIMIZE DISRUPTION OF THE MEDICAL CENTER ROUTINE, COORDINATE SEQUENCE OF WORK AND PHASING WITH THE COR TO MINIMIZE DISRUPTION OF THE MEDICAL CENTER. MANY OF THE WORK ITEMS REQUIRE THE WORK TO BE PERFORMED ONLY AT NIGHT, WEEKENDS, OR

HOLIDAYS AT NO ADDITIONAL COST TO THE GOVERNMENT.

GENERAL DIMENSIONING NOTES:

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF

ENCOUNTERED, CONTACT THE COR FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE, CONTACT THE COR PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH THE COR PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS CONTRACTOR SHALL VERIFY DIMENSIONS AND RECOMMEND DIMENSIONAL MODIFICATIONS AS

REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR

SCHEDULES, INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD).

DIMENSIONS ARE NOT ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE 16THS OF AN INCH, BUT STANDARD MASONRY CONSTRUCTION TOLERANCES

MAY BE +/- 1/4").

FLOOR PLAN DIMENSIONS:

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR, FROM OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF MASONRY WALLS, OR BOTH FACES

OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. DOOR OPENING DIMENSIONS IN FRAME CONSTRUCTION (WOOD OR STEEL STUDS) ARE TYPICALLY SHOWN AT THEIR CENTERLINES.

HOWEVER, WHEN THE EDGE OF THE DOOR IS IMPORTANT, OR MAKES THE PLACEMENT CLEARER, THE DIMENSION MAY BE TO THE

ACTUAL FRAME EDGE.

5. DOOR DIMENSIONS IN LOAD-BEARING MASONRY AND CONCRETE WALLS ARE TO "ROUGH" OPENINGS (FACES OF MASONRY OR CONCRETE). TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE EACH SIDE) AND PLUS

1/2" TOTAL FOR THE HEAD/SILL DIMENSIONS.

6. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS TO ADJACENT WALLS: BETWEEN FRAME FACES AND FACES OF STUDS, OR FACES OF MASONRY OR CONCRETE, AT NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4", DEPENDING ON HARDWARE CLEARANCES AND

FRAME REQUIREMENTS (2.5"-DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=4.0")

7. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR PREFABRICATED STAIR

ENCLOSURES, ARE NOTED "CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES OF FINISHES.

8. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR SEPARATION REQUIRED.

ROOF PLAN DIMENSIONS:

1. UN-DIMENSIONED LOCATIONS OF ROOFTOP EQUIPMENT AND CONSTRUCTION OFTEN MAY BE DETERMINED BY THE FLOOR PLAN BELOW, SUCH AS ROOF HATCH DETERMINED BY REFERENCE TO A FIXED WALL AND LADDER, OR MECHANICAL EQUIPMENT

DETERMINED BY DUCT PENETRATIONS BETWEEN JOISTS.

2. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT RAILS, HVAC EQUIPMENT, SCREEN WALLS, ANTENNAS, WALK PADS, LADDERS, SCUPPER LOCATIONS, ETC., MAY BE LOCATED FROM MECHANICAL AND ELECTRICAL DRAWINGS OR LOCATED BY SCALING. CONFIRM

ALL ROOF ITEM DIMENSIONS WITH THE COR PRIOR TO CONSTRUCTION.

VERTICAL DIMENSIONS:

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS REFERENCED TO A GROUND ELEVATION ABOVE MEAN SEA LEVEL (MSL), AS SHOWN IN ARCHITECTURAL DRAWINGS. ELEVATIONS BELOW 0'-0" ARE "-" (PREFIXED WITH A

MINUS SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF DECKING OR SHEATHING, BUT DO

NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH OPENINGS). HEIGHT REFERENCES SHOULD BE TO THE NEXT LOWER FINISH FLOOR

ELEVATION.

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNLESS NOTED OTHERWISE (UNO.) EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES FROM

THE FINISHED FLOOR ELEVATION (FFE) NEXT TO IT.

GENERAL FIRE AND LIFE SAFETY NOTES:

FIRE LIFE SAFETY NOTES:

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING, DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE MEANS OF EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT POSSIBLE TO MAINTAIN FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION AND/OR MEANS OF EGRESS, TEMPORARY CONSTRUCTION BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

2. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH NFPA FIRE CODES.

3. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES PER NFPA FIRE CODES.

4. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY EXITING SHALL BE APPROVED BY THE FHCC/NAVAL STATION GREAT LAKES FIRE

DEPARTMENT.

5. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

6. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE FLAME RETARDANT.

7. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING ALTERATIONS. WHEN REQUIRED BY THE NFPA OR VA, HEAT DETECTORS MAY BE SUBSTITUTED FOR SMOKE

DETECTORS DURING ALTERATIONS.

8. NFPA 241: STANDARDS FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE PROJECT

DURATION.

9. DEPARTMENT OF THE ARMY, USACE, EM 385-1-1: SAFETY AND HEALTH REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE PROJECT DURATION.

10. PROJECT SPECIFICATION 01 35 26 SAFETY REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE PROJECT DURATION.

FIRE ALARM:

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN MANUAL AND APPLICABLE NFPA CODES.

2. SUBMIT FOUR SETS OF PLANS TO COR FOR DISSEMINATION TO APPROPRIATE VA FIRE PROTECTION AGENCY FOR APPROVAL PRIOR TO THE INSTALLATION.

3. SUBMITTAL SHALL INCLUDE FM LISTING NUMBER FOR ALL COMPONENTS, A SINGLE-LINE DIAGRAM SHOWING PRIMARY POWER, EMERGENCY POWER RISER DIAGRAM, DETAILS OF TROUBLE SUPERVISION & POWER LIMITED/NON POWER LIMITED CIRCUITRY, FLOOR PLANS SHOWING LOCATION OF ALL COMPONENTS AND METHOD OF ALARM TRANSMISSION TO COR FOR DISSEMINATION TO APPROPRIATE VA FIRE PROTECTION AGENCY.

4. THE FIRE ALARM SYSTEM SHALL CONFORM TO NFC AND APPLICABLE NFPA STANDARDS. FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO COR FOR DISSEMINATION TO APPROPRIATE VA FIRE PROTECTION AGENCY FOR APPROVAL PRIOR TO INSTALLATION. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A SATISFACTORY TEST OF THE ENTIRE SYSTEM WILL BE PERFORMED IN THE PRESENCE OF THE ENFORCING AGENCY.

FIRE EXTINGUISHERS:

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE COURSE OF CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL EXTINGUISHERS SHALL BE U.L.

LABELED AND SHALL BE DRY CHEMICAL TYPE.

FIRE SPRINKLER SYSTEM:

1. EXISTING FIRE SPRINKLER MAIN PIPES AND BRANCH LINES TO BE RETAINED AND REUSED. CONTRACTOR TO VERIFY THE EXACT SIZE AND LOCATION IN FIELD.

2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH 2022 NFPA 13.

FIRE & SMOKE DAMPERS:

1. EXISTING FIRE & SMOKE DAMPERS ARE TO BE RETAINED AND REUSED.

2. THE BUILDINGS IN THE PROJECT SCOPE ARE EQUIPPED WITH A FIRE ALARM SYSTEM.

EXIT AND EMERGENCY LIGHTING:

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY; CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES:

1. THE TELECOM ROOMS ARE TO BE EQUIPPED WITH RATED DOOR ASSEMBLIES. EXISTING RATINGS ARE TO BE MAINTAINED. NEW RATED DOOR ASSEMBLIES

SHALL HAVE CLEARLY VISIBLE RATING LABELS ON DOORS AND FRAMES, DO NOT PAINT OVER.

FIRE STOPPING:

1. FIRE STOPPING IS REQUIRED PER PLANS AND SPECIFICATIONS.

GENERAL:

1. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION, INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES

NORMALLY APPLIED.

2. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.

3. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION.

DOOR CLOSERS (EXCEPT FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED FROM THE LEADING EDGE OF THE DOOR.

4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

5. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A UL APPROVED METHOD AND MATERIAL

APPROVED PER SPECIFICATIONS.

GENERAL CONSTRUCTION PERIOD STAGING OF WORK NOTES:

1. NORMAL WORK SHIFT HOURS FOR THE JAMES A. LOVELL FEDERAL HEALTH CARE CENTER CAMPUS IS 7:30 AM UNTIL 4:30 PM DAILY, MONDAY THROUGH FRIDAY.

2. CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE NOISE, DUST, VIBRATIONS AND THAT WOULD CREATE DISTURBANCES TO THE MEDICAL CENTER AND/OR ANY OF THE ADJACENT OCCUPIED AREAS WILL NEED TO BE PERFORMED DURING PERIODS OF AFTER-HOURS/OFF-HOURS WORK. ITEMS THAT WILL REQUIRE AFTER HOURS ACTIVITIES SHALL BE FULLY COORDINATED AND APPROVED BY THE COR A MINIMUM OF TWO WEEKS PRIOR TO START OF

CONSTRUCTION.

3. AFTER-HOURS/OFF-HOURS OF OPERATIONS SHALL BE SCHEDULED FOR THE FOLLOWING DAYS AND TIMES AS COORDINATED, SCHEDULED AND AUTHORIZED BY

THE COR:

3.1. MONDAY THROUGH FRIDAY - 5:00 PM UNTIL 6:00 AM.

3.2. WEEKENDS (AS ALLOWED) - TIMES TO BE DETERMINED WITH THE COR AT LEAST TWO WEEKS PRIOR TO THE REQUESTED START TIMES.

4. THE FOLLOWING CONSTRUCTION ACTIVITIES SHALL BE CONSIDERED AFTER-HOURS/OFF-HOURS OPERATIONS:

4.1. THE MOVING OF CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS AND/OR DEMOLITION MATERIALS TO/FROM THE EXTERIOR TO THE INTERNAL AREAS OF

WORK.

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

4.3. ALL WORK THAT WILL REQUIRE SYSTEM SHUTDOWNS.

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

4.5. THE APPROVED USE OF POWER ACTUATED FASTENERS.

4.6. 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.

4.7. 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 FROM 8:00 AM TO 4:00 PM, OR AS APPROVED BY THE COR. COORDINATE WITH COR A MINIMUM OF TWO WEEKS PRIOR TO

START OF CONSTRUCTION.

6. CONTRACTOR SHALL OBTAIN DEFENSE BIOMETRIC IDENTIFICATION SYSTEM (DBIDS) PASSES OR DAY PASSES FOR ALL PERSONNEL FROM THE APPROPRIATE BASE

AUTHORITY HAVING JURISDICTION.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

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3/8/23

AI001

ARCHITECTURAL LEGENDS AND

GENERAL NOTES

SFTM

ALL

1. NEW 45-MINUTE-RATED WOOD DOOR W/ HM FRAME. - SEE

DOOR SCHEDULE

2. NEW GWB/METAL STUD 1 HR FIRE WALL, EXTEND TO BOTTOM

OF STRUCTURE OR HARDPAN CEILING. FIRESTOP ALL

PENETRATIONS.

3. INFILL OPENING TO MATCH EXIST WALL CONSTRUCTION.

4. EXISTING WALL –REPAIR ALL EXISTING HOLES IN SHEETROCK

AND FIRE CAULK ALL EXISTING PENETRATIONS TO MAKE INTO

A 1-HR FIRE WALL.

5. EXTEND EXISTING WALL UP TO B.O. STRUCTURE. NEW WALL

EXTENSION TO BE 1 HR. FIRE WALL.

6. LINE FULL LENGTH OF WALL WITH 3/4" FIRE-RETARDANT

PLYWOOD BACKERBOARD PANELS 4'W X 8'H.; MOUNT

PLYWOOD 12" ABOVE FINISH FLOOR TO ALLOW FOR

INSTALLATION OF RESILIENT BASE. PAINT PANELS FIRE

RESISTANT PAINT, HIGH-GLOSS WHITE - 2 COATS. LEAVE

STICKERS UNPAINTED OR REMOVE AND REAPPLY TO

CLEARLY INDICATE FIRE RATING. PAINT ALL REMAINING

WALLS AROUND AND ABOVE PLYWOOD.

7. ACCESS CONTROL, COORDINATE WITH TECHNOLOGY.

8. NOT USED

9. NOT USED

10. SERVER RACK - SEE TELECOM DWGS

11. COMPUTER ROOM A/C UNIT - SEE MECHANICAL DWGS.

12. NEW STATIC-DISSIPATIVE VINYL TILE FLOORING TO MEET ISTS

4.1.1 AND 4" RESILIENT BASE - SEE ROOM FINISH SCHEDULE

13. NOT USED

14. REPAIR/PAINT FLOORS AND WALLS AS REQUIRED AFTER

REMOVAL OF TECHNOLOGY EQUIPMENT.

15. WATERPROOF WALL PER DETAIL B1/A-301.

16. RELOCATED DRINKING FOUNTAIN, SEE MECHANICAL DWGS.

17. FILL REMOVED FLOOR TRENCH WITH CONCRETE AND LEVEL

WITH FLOOR AS REQUIRED FOR INSTALLATION OF NEW

FLOORING.

18. INSTALL NEW FIRE EXTINGUISHER CABINET.

REMODEL KEYED NOTES

1. REMOVE EXIST DOOR/FRAME/HW - PREP FOR NEW

DOOR/FRAME OR INFILL TO MATCH EXIST. WALL CONST - SEE

RENOVATION PLAN & DOOR SCHEDULE.

2. REMOVE EXIST DOOR LEAF/HW - EXIST. FRAME TO REMAIN

PREP - SEE RENOVATION PLAN.

3. DEMO PORTION OF EXIST. WALL FOR NEW DOOR OPENING -

SEE RENOVATION PLAN.

4. REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING

ASSEMBLY IN ITS ENTIRETY

5. REMOVE EXIST. FINISH FLOORING AND 4" RESILIENT BASE.

PREP EXPOSED SUBSTRATE FOR NEW STATIC-DISSIPATIVE

TILE, SDT

6. NOT USED

7. DEMO EXIST. WALL - PATCH FLOOR AND WALLS AS REQ'D

FOR NEW FINISHES

8. REMOVE EXIST. WALL-MOUNTED PLYWOOD AND EQUIPMENT -

SEE TECHNOLOGY DWGS. FOR EQUIPMENT DEMO.

9. EXIST. ACCESS CONTROL - SEE TECHNOLOGY DWGS. FOR

RELOCATION AND REPLACEMENT

10. EXISTING EQUIPMENT RACK - SEE TECHNOLOGY DWGS. FOR

DEMO.

11. NOT USED

12. REMOVE EXIST. PLUMBING FIXTURE, SEE MECHANICAL.

13. REMOVE EXIST. COUNTERTOP.

14. REMOVE EXIST. OVERHEAD COILING DOOR AND ALL

ASSOCIATED TRACKS, HARDWARE, ETC.

15. REMOVE EXIST. GYPSUM BOARD CEILING IN ITS ENTIRETY.

16. REMOVE EXIST. ALUMINUM FLOOR TRENCH AND PREP FOR

INFILL. SEE MECH AND ELEC DRAWINGS FOR REMOVAL OF

UTILITIES FROM FLOOR TRENCH.

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

ARCHITECTURAL GENERAL NOTES

1. EXISTING STRUCTURAL GRIDS, BEAMS AND COLUMNS SHOWN

ARE FOR COORDINATION AND ORIENTATION PURPOSES ONLY

AND NOT FOR ACTUAL LOCATIONS OR SIZE OF COMPONENTS.

THE CONTRACTOR IS TO FIELD VERIFY LOCATIONS OF

COLUMNS AND STRUCTURAL MEMBERS / ELEMENTS.

2. THE AREAS OF WORK SHOWN ARE ASSOCIATED WITH AN

OPERATING FACILITY THAT MUST REMAIN IN SERVICE

24-HOURS A DAY, 7-DAYS A WEEK.

3. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES.

4. COORDINATE WORK SCHEDULE WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

5. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL

EXISTING CONDITIONS PRIOR TO BEGINNING WORK TO

CONFIRM ACCURACY IN THE DRAWINGS. REPORT ANY

DISCREPANCIES TO THE VA COR.

6. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL

DIMENSIONS AND EXISTING ARCHITECTURAL AND

STRUCTURAL CONDITIONS.

7. PROVIDE SMOOTH, LEVEL TRANSITIONS FROM NEW FINISH TO

EXISTING FINISH TO REMAIN.

8. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW

FINISHES TO COMPLETE THE WORK AS NECESSARY.

9. REMOVE AND REPLACE ELECTRICAL / DATA PLATES, BOXES,

LIGHTS AND ACCESSORIES AS NECESSARY. ADJUST

ELECTRICAL / DATA COMPONENTS AS NECESSARY.

10. PROTECT ADJACENT SURFACES TO REMAIN PRIOR TO

CONSTRUCTION. ANY DAMAGE MUST BE FIXED AT THE

CONTRACTORS EXPENSE.

11. THE GENERAL CONTRACTOR SHALL PROVIDE ICRA DUST

PARTITIONS PER INFECTION CONTROL AND ENVIRONMENTAL

PLANS, AND COORDINATED WITH THE COR PRIOR TO

CLOSING OFF AREAS OF WORK FROM ACTIVE AREAS OF THE

BUILDING.

12. ALL WALLS ARE DIMENSIONED TO FACE OF STUDS, UNLESS

NOTED OTHERWISE.

13. REFER TO MECHANICAL DRAWINGS FOR NEW MECHANICAL

UNITS AND WORK IN ROOMS.

14. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS

AND WORK IN ROOMS.

15. REFER TO TECHNOLOGY / TELECOM DRAWINGS FOR

TELECOM AND SERVER RACKS, CABLE TRAYS, CABLE JACK

LOCATIONS AND ITEMS RELATED TO TELECOM WORK.

16. REFER TO HAZARDOUS MATERIALS SPECIFICATIONS AND

NOTES ON ENVIRONMENTAL DRAWINGS FOR ABATEMENT

PROCEDURES OF HAZARDOUS MATERIALS.

17. EXISTING AND NEW CABLE TRAYS NOT SHOWN FOR CLARITY

OF ARCHITECTURAL SCOPE OF WORK. REFER TO

TECHNOLOGY / TELECOM DRAWINGS FOR INFORMATION

RELATED TO THESE ITEMS.

18. REFERENCE TECHNOLOGY / TELECOM DRAWINGS FOR

AREAS WHERE NEW DATA JACK WALL OUTLETS WILL BE

PROVIDED IN ROOMS OUTSIDE OF THE TELECOM ROOMS.

PATCH AND PAINT AROUND DATA JACK WALL OUTLET AS

NEEDED. COORDINATE PAINT COLOR WITH EXISTING WALL

COLOR AND VA COR.

19. FIRE-AND SMOKE-SEAL ALL THROUGH-WALL PENETRATIONS

TO COMPLY WITH FIRE-SMOKE RATING APPLICABLE TO WALL.

PROVIDE A MINIMUM OF 1-HOUR FIRE-SMOKE RATING WHERE

WALL RATING IS NOT SHOWN.

20. ALL HOLES THAT ARE LEFT IN ANY WALL AFTER REMOVAL OF

DUCTWORK, PLUMBING, ELECTRICAL, TECHNOLOGY, ETC.

MUST BE REPAIRED WITH GYPSUM BOARD AND TAPE OR

FILLED WITH FIRE CAULKING.

30 M SMOKE ZONE BARRIER

1 HR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

30 M SMOKE ZONE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

2 HOUR FIRE BARRIER - EXISTING

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

- EXISTING

FIRE EXTINGUISHER CABINET - NEW

FIRE EXTINGUISHER CABINET - EXISTING

FIRE RATED WALL LEGEND

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOTE: NOT ALL SYMBOLS USED

COLUMN NUMBER / GRID LINE

CENTER LINE

x'- x"

DIMENSION LINE

EXISTING TO BE REMOVED

EXISTING TO REMAIN

EXISTING TO REMAIN

NEW CONSTRUCTION

ROOM NAME

ROOM NAME

ROOM NUMBER

DOOR NUMBER SYMBOL

XX

X-XXX

1 Ref

A101

1 Ref

SHEET DETAIL IS DRAWN ON

DETAIL NUMBER

DETAIL NUMBER

ARCHITECTURAL ELEVATION

SHEET NUMBER

DETAIL NUMBER

X

X-XXX

SHEET NUMBER

ARCHITECTURAL SECTION

R e f

R e f

AB

ACT

ACST

ADJ

AFF

AHU

ALT

AL

ALC

APPROX

ARCH

ATS

BD

BLDG

BLK

BM

BOT

BRG

BSMT

C

CAP

CC

CD

CCT

CEM

CG

CH

CI

CIP

CIR

CJ

CKT

C

L

CLN

CLG

CLR

CMP

CMPA

CMU

CND,C

CNDS

CO

COL

COMM

CONC

COND

CONN

CONST

CONT

CONV

CP

CR

CS

CT

CT

CTR

CTS

CW

CPT

DET, DTL

DIA

DIM

DMPR

DN

DP

DS

DW

DWG

EA

EF

EG

EJ

ELEV

ELEC

EMER

EPDM

EQ

EQUIP

EW

EWC

EXH

EXIST

EXP

EXP JT

CELSIUS

CAPACITY

CENTER TO CENTER

CEILING DIFFUSER

CUBICAL CURTAIN TRACK

CEMENT

CORNER GUARD

CAST IRON, COURTYARD INLET

CHILLER

CAST IRON PIPE

CIRCULATING

CONTROL JOINT

CIRCUIT

CENTERLINE

CLEAN

CEILING

CLEAR

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

CONCRETE MASONRY UNITS

CONDUIT

CONDENSATE

CLEANOUT

COLUMN

COMMUNICATION

CONCRETE

CONDUCTOR

CONNECTION

CONSTRUCTION

CONTINUOUS

CONVERTER

NONREINFORCED CONCRETE PIPE

CHAIR OR CRASH RAIL

CONCRETE SEALER/SURFACE

CERAMIC TILE, CURRENT TRANSFORMER,

COOLING TOWER

CENTER, COOLING TOWER RETURN

COOLING TOWER SUPPLY

COLD WATER

CARPET

DETAIL

DIAMETER

DIMENSION

DAMPER

DOWN

DISTRIBUTION PANEL

DOWNSPOUT, STORM DRAINAGE STRUCTURE

DOMESTIC WATER

DRAWING

EACH

EACH FACE, EXHAUST FAN

EXHAUST GRILLE

EXPANSION JOINT

ELEVATION

ELECTRIC, ELECTRICAL CLOSET

EMERGENCY

EPDM ROOF MEMBRANE

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPANSION, EXPOSED

EXPANSION JOINT

ANCHOR BOLT, AUGER BORING

ACOUSTIC TILE

ACOUSTIC

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

AIR HANDLING UNIT

ALUMINUM

ALCOVE

APPROXIMATE

ARCHITECTURAL

AUTOMATIC TRANSFER SWITCH

BOARD

BUILDING

BLOCK

BEAM

BOTTOM

BEARING

BASEMENT

GA

GALV

GFI

GL

GWB

GYP

HGT, H

HB

HC

HDW

HORIZ

HR

HSKP

INT

INSUL

INV

JB

JC

JCT

JT

KO

KVA

KW

L

LT

LAV

M

MAS

MATL

MAX

MECH

MET/MTL

MH

MIN

MISC

MM

MTD

MTG

MWP

MULL

NA

NEC

NEG

NEUT

NIC

NOM

NTS

OA

OC

OD

OF

OPNG

OPP

OH, OVHD

P

PB

PIV

PL

PLYWD

PNL

PNT

PP

PRELIM

PRIM

PT

PTN

GAGE

GALVANIZED

GROUND FAULT INTERRUPT

GLASS

GYPSUM WALL BOARD

GYPSUM

HEIGHT, HUMIDIFIER

HOSE BIBB

HANDICAPPED

HARDWARE

HORIZONTAL

HOUR, HAND RAIL

HOUSEKEEPING

INTERIOR

INSULATION, INSULATED

INVERT

JUNCTION BOX

JANITOR CLOSET

JUNCTION

JOINT

KNOCK OUT

KILOVOLT-AMPERE

KILOWATT

LOUVER, LENGTH, LENGTH OF CURVE

LIGHT

LAVATORY VERTICAL

METER, MEGA

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANHOLE

MINIMUM, MINUTE

MISCELLANEOUS

MILLIMETER

MOUNTED

MOUNTING

MEMBRANE WATERPROOFING

MULLION

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NEGATIVE

NEUTRAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPENING

OPPOSITE

OVERHEAD

PIPE, POLE

PULL BOX

POST INDICATOR VALVE

PLATE

PLYWOOD

PANEL

PAINT

PUSH-PLATE

PRELIMINARY

PRIMARY

POINT, POINT OF TANGENT

PARTITION

FA

FD

FDN

FDR

FE

FEC

FFE

FIG

FIN

FL

FLUOR

FRAME

FTG

FXTR

FIRE ALARM

FLOOR DRAIN, FIRE DAMPER

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR ELEVATION

FIGURE

FINISH

FLOOR, FLASHING, FLOW LINE

FLUORESCENT

FRAME

FOOTING

FIXTURE

PVMT

PVC

PVC

R

RA

RAD

RVB

RCP

RCP

RECP

REINF

REG

REQD

REV

RF

RHC

RM

RPM

RVT

SAN

SCH

SD

SECT

SG

SH

SIM

1 PH

SL

SP

SPDT

SPEC

SPST

SQ

SR

SS

ST

STA

STD

STL

STRUC

SUP

SUSP

SV

SW

SWBD

SWGR

T

T&B

TEL

TEMP

TERM

3/C

3/P

3 WAY

TO

TRANS

TS

TV

TW

TYP

UH

V

VA

VAC

VCT

VENT

VERT

VEST

VS

VTR

VWC

W

W

WA

W/

W/O

WC

WD

WG

WP

WS

WT

WWF

POINT OF VERTICAL CURVE

POLY VINYL CHLORIDE

PAVEMENT

RADIUS, RISER, RUBBER SHEATH

RETURN AIR

RADIUS

RESILIENT VINYL BASE

REINFORCED CONCRETE PIPE

REFLECTED CEILING PLAN

RECEPTACLE

REINFORCEMENT

REGULATOR, REGISTER

REQUIRED

REVISION

ROOF, RETURN FAN

REHEAT COIL

ROOM

REVOLUTIONS PER MINUTE

RESILIENT VINYL TILE

SANITARY SEWER

SCHEDULE

SPLITTER DAMPER, STORM DRAIN

SECTION

SUPPLY GRILLE

SHEET

SIMILAR

SINGLE PHASE

SLOPE

STATIC PRESSURE, SINGLE POLE

SINGLE POLE, DOUBLE THROW

SPECIFICATION

SINGLE POLE, SINGLE THROW

SQUARE

SUPPLY REGISTER

SANITARY SEWER

STEAM, SINGLE THROW, STREET, STAFF

STATION

STANDARD

STEEL

STRUCTURAL

SUPPORT

SUSPENDED

SHEET VINYL

SWITCH, SIDEWALK

SWITCHBOARD

SWITCHGEAR

TILE,TOP,TANGENT

TOP AND BOTTOM

TELEPHONE

TEMPERATURE, TEMPORARY

TERMINAL

THREE CONDUCTOR

THREE POLE

THREE WAY

TOP OF

TRANSITION

TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TELEVISION

TOP OF WALL

TYPICAL

UNIT HEATER

VENT,VOLT,VALVE

VOLT AMPRE

VACUUM

VINYL COMPOSITION TILE

VENTILATING

VERTICAL

VESTIBULE

VENT STACK

VENT THRU ROOF

VINYL WALL COVERING

WIDTH,WASTE,WATER,WATT,WEST, WIRE,

WATER LINE STRUCTURE

WATT

WITH

WITHOUT

WATER CLOSET, WHEEL CHAIR

WIDTH, WINDOW DIMENSION

WALL GUARD

WATERPROOF, WEATHERPROOF

WASTE STACK, WATER SURFACE, WATERSTOP, WALL SWITCH

WEIGHT

WELDED WIRE FABRIC

CAST-IN-PLACE CONCRETE /

PRECAST CONCRETE

CONCRETE MASONRY

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

FIBROUS INSULATION

GYPSUM BOARD

ROOF INSULATION

RIGID INSULATION

ALUMINUM

BRICK MASONRY

STEEL

EARTH

ARCHITECTURAL LEGEND

MATERIAL LEGEND

FIRESTOPPING GENERAL NOTES

1. MAINTAIN FIRE RATED CONSTRUCTION AT WALL

PENETRATIONS. CONSTRUCTION IS TO CONFORM TO

MANUFACTURERS' FIRE RATED / TEST ASSEMBLIES.

2. FIRE CAULK ALL SLEEVES AND PENETRATIONS AT FIRE WALLS /

PARTITIONS AND FLOORS. CONFORM WITH THE TESTED /

SUBMITTED FIRE RATED ASSEMBLY. USE RED FIRE CAULK AND

LABEL WALL WITH U.L. DESIGNATION NUMBER. FIRE RATED

WALLS SHOWN ON PLANS.

3. PATCH AND REPAIR ALL EXISTING FIREPROOFING ON EXISTING

STRUCTURAL MEMBERS, INCLUDING THAT WHICH IS

UNCOVERED NEEDING REPAIR AND THAT WHICH IS DISTURBED

DURING CONSTRUCTION.

4. PATCH AND REPAIR ALL EXISTING FIRE CAULKING AT EXISTING

RATED WALLS WHICH IS UNCOVERED NEEDING REPAIR AND

THAT WHICH IS DISTURBED DURING CONSTRUCTION.

RE-LABEL EXISTING WALL IF NECESSARY.

ARCHITECTURAL ABBREVIATIONS

NOT ALL ABBREVIATIONS ARE

USED

2021 NFPA 101, LIFE SAFETY CODE

2022 NFPA 13, STANDARD FOR THE INSTALL ATION OF SPRINKLER SYSTEMS

2020 NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER-

BASED FIRE PROTECTION SYSTEMS

2020 NFPA 70, NATIONAL ELECTRICAL CODE

2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE

2020 NFPA 75, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY

EQUIPMENT

2021 INTERNATIONAL BUILDING CODE (IBC) WHERE NFPA 101 AND ASSOCIATED DOCUMENTS

ARE SILENT

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL FIRE CODE (IFC), WHERE NFPA STANDARDS AND CODES ARE SILENT

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

2021 UNIFORM PLUMBING CODE

2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC/ANSI 117.1)

APPLICABLE CODES AND ORDINANCES

2021 INFRASTRUCTURE STANDARD FOR TELECOMMUNICATIONS SPACES (VERSION 3.1)

2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

2017 VA BARRIER FREE DESIGN STANDARD

VA TILL AND DESIGN GUIDES

2022 NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS

TR

G50

COMM

G80

LARGE

WAITING

G67

LARGE

EXAM

G69

LARGE

EXAM

G71

SMALL

EXAM

G73

SMALL

KENNEL

G75

CORR

G74

STORAGE

G48

LARGE

KENNEL

G76

CONFERENCE/

STAFF

LOUNGE

G77

COURTYARD

STORAGE

G48A

CORRIDOR

G78

RECEPTION

G68

PHARM

G70

DOCTOR OFFICE

G72

OFFICE

G79

OFFICE

G79A

QUARANTINE

G83

QUARANTINE

G84

DECONTAMINATION

G86

VESTIBULE

G82

CORRIDOR

G81

CORRIDOR

G88

JAN

G85

DRY

STO

G90

FEED

COOLER

G90A

CLEANED

WASTE

HOLDING

G91

FEED

PREP

G89

CLEAN

STORAGE

G87

RECEIVING/

EXAM/

WASH AREA

G92

CORR

G96

F TLT

G93

F SHOWER

G94

M TLT/

SHOWER

G95

CORR

G65

VEST

G64

TOILET

G63

PROCEDURE

G61

STORAGE

G62

SUB-

STERILE

G58

SCRUB

G59

OR

G60

X-RAY/

PRE-OP/

POST-OP

G56

CORRIDOR

G51

LAUNDRY/

STORAGE

G52

JAN

G55

DARK

ROOM

G57

TLT

G53

NECROPSY

G54

GAS

MAINFOLD

G97

MED/LAB

AIR

G98

STAIR

G64A

SMALL

WAITING

G66

CORRIDOR

G46

STAIR

G64A

TOILET

OPEN

OFFICE

OFFICE

OFFICE

MECH

STORAGE

OPEN

SPACE

TR

G50

CORR

G65

TR

G50

CORR

G65

COMM

G80

JAN

G85

COMM

G80

JAN

G85

ROOM G50

100.8 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

C O

L

O

R

A

D

O

L

I

C

E

N

S

E

D

A

R

C

H

I T

E

C

T

S E

Z

P

A

T

R

I C K

3/8/23

43H.A-101

FIRST FLOOR PLAN

SFTM

43H

ROOM G80

37.0 SF

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

EXISTING TR - G50 - DEMO PLAN

F1

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

TR - G50 - REMODEL PLAN

F3

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

EXISTING TR - G80 - DEMO PLAN

F5

43H.A-101

F1&F3

43H.A-101

F5&F7

NORTH

0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

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

TR - G80 - REMODEL PLAN

F7

SCALE: 1/8"=1'-0"

FIRST FLOOR PLAN -B43H

D5

SCALE: 1/8"=1'-0"

SECOND FLOOR PLAN -B43H

D3

ALL WALLS

1. NEW 45-MINUTE-RATED WOOD DOOR W/ HM FRAME. - SEE

DOOR SCHEDULE

2. NEW GWB/METAL STUD 1 HR FIRE WALL, EXTEND TO BOTTOM

OF STRUCTURE OR HARDPAN CEILING. FIRESTOP ALL

PENETRATIONS.

3. INFILL OPENING TO MATCH EXIST WALL CONSTRUCTION.

4. EXISTING WALL –REPAIR ALL EXISTING HOLES IN SHEETROCK

AND FIRE CAULK ALL EXISTING PENETRATIONS TO MAKE INTO

A 1-HR FIRE WALL.

5. EXTEND EXISTING WALL UP TO B.O. STRUCTURE. NEW WALL

EXTENSION TO BE 1 HR. FIRE WALL.

6. LINE FULL LENGTH OF WALL WITH 3/4" FIRE-RETARDANT

PLYWOOD BACKERBOARD PANELS 4'W X 8'H.; MOUNT

PLYWOOD 12" ABOVE FINISH FLOOR TO ALLOW FOR

INSTALLATION OF RESILIENT BASE. PAINT PANELS FIRE

RESISTANT PAINT, HIGH-GLOSS WHITE - 2 COATS. LEAVE

STICKERS UNPAINTED OR REMOVE AND REAPPLY TO

CLEARLY INDICATE FIRE RATING. PAINT ALL REMAINING

WALLS AROUND AND ABOVE PLYWOOD.

7. ACCESS CONTROL, COORDINATE WITH TECHNOLOGY.

8. NOT USED

9. NOT USED

10. SERVER RACK - SEE TELECOM DWGS

11. COMPUTER ROOM A/C UNIT - SEE MECHANICAL DWGS.

12. NEW STATIC-DISSIPATIVE VINYL TILE FLOORING TO MEET ISTS

4.1.1 AND 4" RESILIENT BASE - SEE ROOM FINISH SCHEDULE

13. NOT USED

14. REPAIR/PAINT FLOORS AND WALLS AS REQUIRED AFTER

REMOVAL OF TECHNOLOGY EQUIPMENT.

15. WATERPROOF WALL PER DETAIL B1/A-301.

16. RELOCATED DRINKING FOUNTAIN, SEE MECHANICAL DWGS.

17. FILL REMOVED FLOOR TRENCH WITH CONCRETE AND LEVEL

WITH FLOOR AS REQUIRED FOR INSTALLATION OF NEW

FLOORING.

18. INSTALL NEW FIRE EXTINGUISHER CABINET.

REMODEL KEYED NOTES

1. REMOVE EXIST DOOR/FRAME/HW - PREP FOR NEW

DOOR/FRAME OR INFILL TO MATCH EXIST. WALL CONST - SEE

RENOVATION PLAN & DOOR SCHEDULE.

2. REMOVE EXIST DOOR LEAF/HW - EXIST. FRAME TO REMAIN

PREP - SEE RENOVATION PLAN.

3. DEMO PORTION OF EXIST. WALL FOR NEW DOOR OPENING -

SEE RENOVATION PLAN.

4. REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING

ASSEMBLY IN ITS ENTIRETY

5. REMOVE EXIST. FINISH FLOORING AND 4" RESILIENT BASE.

PREP EXPOSED SUBSTRATE FOR NEW STATIC-DISSIPATIVE

TILE, SDT

6. NOT USED

7. DEMO EXIST. WALL - PATCH FLOOR AND WALLS AS REQ'D

FOR NEW FINISHES

8. REMOVE EXIST. WALL-MOUNTED PLYWOOD AND EQUIPMENT -

SEE TECHNOLOGY DWGS. FOR EQUIPMENT DEMO.

9. EXIST. ACCESS CONTROL - SEE TECHNOLOGY DWGS. FOR

RELOCATION AND REPLACEMENT

10. EXISTING EQUIPMENT RACK - SEE TECHNOLOGY DWGS. FOR

DEMO.

11. NOT USED

12. REMOVE EXIST. PLUMBING FIXTURE, SEE MECHANICAL.

13. REMOVE EXIST. COUNTERTOP.

14. REMOVE EXIST. OVERHEAD COILING DOOR AND ALL

ASSOCIATED TRACKS, HARDWARE, ETC.

15. REMOVE EXIST. GYPSUM BOARD CEILING IN ITS ENTIRETY.

16. REMOVE EXIST. ALUMINUM FLOOR TRENCH AND PREP FOR

INFILL. SEE MECH AND ELEC DRAWINGS FOR REMOVAL OF

UTILITIES FROM FLOOR TRENCH.

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NO ARCHITECTURAL

WORK ON THIS FLOOR

"FOR CONTRACTOR

REFERENCE ONLY"

B1

43H.A-301

B3

43H.A-301

CAN'T ENLARGE

DOOR DUE TO CMU

WALLS

G50

FULLY SPRINKLERED

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

PIT

AutoCAD SHX Text

FEC

http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html

Second Floor 114' - 0"

First Floor 100' - 0"

TR

G50

TR

G50

EXIST. CONCRETE FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

43H.A-301

SECTIONS AND DETAILS

SFTM

43H

0' 2' 4' 8' 16'

1/4"=1'-0"

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

BUILDING SECTION -B43HB1

6 ALL WALLS

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

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

BUILDING SECTION -B43HB3

EXIST. CMU WALLS

EXIST. CONCRETE FLOOR

EXIST. CEILING

FULLY SPRINKLERED

MECH

ROOM

B03

STORAGE

B02

STO

B06

MECH

ROOM

B04

STORAGE

B10

STORAGE

B05

STORAGE

B07

STORAGE

B08A

STORAGE

B08B

STORAGE

B08C

STORAGE

B09

VESTIBULE

B08

ELEV

BELEV2

STAIR

BST2

STAIR

BST1

STORAGE

B01

ELEC

ROOM

B13

ELECTRICAL

ROOM

B14

FREIGHT

ELEV

BELEV3

MECHANICAL

ROOM

B11

BOILER

ROOM

ENTRY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

81H.A-101

BASEMENT FLOOR PLAN

SFTM

81H

SCALE: 1/8" = 1'-0"

BASEMENT FLOOR PLAN -B81HD3

0' 4' 8' 16' 32'

1/8"=1'-0"

NO ARCHITECTURAL

WORK ON THIS FLOOR

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

FULLY SPRINKLERED

133-B

COMM

TR

ADMINISTRATIVE

SPACE

ENTRY

ADMINISTRATIVE

OFFICE

MECH

ROOM

REFRIGERATOR

133A

WAREHOUSE

OFFICE

STAIR

1ST4

MECH

ROOM

OFFICE

136A

FREIGHT

ELEV

1ELEV3

STORAGE

133B

STORAGE

133C

ELEV

1ELEV2

STORAGE

133D

STAIR

1ST3

STORAGE

130A

STORAGE

AREA

CORRIDOR

ADMINISTRATIVE

OFFICE

COOLER

129A

COOLER

ADMINISTRATIVE

OFFICE

ADMINISTRATIVE

OFFICE

RECEIVING

LOADING

AREA

M/F TLT

125A

SHWR RM

RECEIVING

STAIR

1ST1

CLO

113A

VESTIBULE

ELEVATOR

1ELEV1

OFFICE

CORR

STAIR

1ST2

CORR

VAULT

MAIL RM

LOUNGE

M TLT

JAN

107A

F TLT

104A

FOYER

STORAGE

AREA

MECH

CLO

OFFICE

OFFICE

ELEC

ROOM

133-A

COMM

VAULT

COMM

VAULT

TR

ELEC

ROOM

133-A

TR

133-B

TR

ELEC

ROOM

133-A

ROOM 116

38.8 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

81H.A-102

FIRST FLOOR PLAN

SFTM

81H

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN -B81HF3

ROOM 102

45.2 SF

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

EXISTING TR - 116 - DEMO PLANB7

0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

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

TR - 116 - REMODEL PLANB9

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

EXISTING TR - 102 - DEMO PLAND7

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

TR - 133-B - REMODEL PLANF7

ROOM 133-A

111.6 SF

81H.A-102 D7&F7

81H.A-102 B7&B9

6ALL WALLS

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

133-B

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

FULLY SPRINKLERED

WAREHOUSE

LABORATORY

203A

ADMINISTRATIVE

OFFICE

STORAGE

VESTIBULE

STAIRS

2ST1

STORAGE

ADMINISTRATIVE

OFFICE

WAREHOUSE

OFFICE

202B

OFFICE

202A

MECH

ROOM

ELEV

2ELEV1 STAIRS

2ST2

STORAGE

MEN

WOMEN

HALL

HALL

OFFICE

CONF

OFFICE

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

COPY

BREAK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

81H.A-103

SECOND FLOOR PLAN

SFTM

81H

SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN -B81HF3

0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

NO ARCHITECTURAL

WORK ON THIS FLOOR

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

FULLY SPRINKLERED

Second Floor 112' - 0"

First Floor 100' - 0"

Basement Floor 90' - 8"

Roof 124' - 0"

TR

133-B

TR

133-B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM…