5a. 578-26-016 CLIN1 100 Percent Bid Drawings -Part 1.pdf

EDWARD

HINES, JR.

VA HOSPITAL

ROOSEVELT ROAD

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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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

PROJECT LOCATION:

PROJECT TITLE:

BUILDING NUMBER:

ARCHITECTS + ENGINEERS:

BANCROFT ARCHITECTS +

ENGINEERS

CONTRACT NUMBER:

STATION PROJECT NUMBER:

BANCROFT-AE PROJECT NUMBER:

Bancroft Project No. VA CONTRACT NO.

PROJECT NUMBERS:

06/10/2026

100% CONSTRUCTION DOCUMENTS

06/10/2026

GENERAL - COVER SHEET RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

G001

RENOVATIONS TO BUILDING 217

578-26-016

36C25223C0071

23-009

5000 5th Ave, Hines, IL 60141

100% CONSTRUCTION

DOCUMENTS

EDWARD J. HINES JR. VAMC

3300 Dundee Rd Northbrook IL, 60062 T:847.952.9362 www.bancroft-ae.com

23-00936C25223C0071

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1/16" = 1'-0"

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VICINITY MAP

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1/16" = 1'-0"

CAMPUS MAP

JOHNSON WILBUR ADAMS, INC.

STRUCTURAL ENGINEER OF RECORD:

330 S. Naperville Rd.. Suite 300 Wheaton, IL 60187 T: 630.653.9060 www.jwase.com

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

100% CONSTRUCTION DOCUMENTS 06/10/2026

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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

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO. 06/10/2026

GENERAL - DRAWING INDEX RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

G002

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

00-GENERAL

G001 GENERAL - COVER SHEET X X X X

G002 GENERAL - DRAWING INDEX X X X X

GI001 GENERAL - GENERAL PROJECT NOTES X X X X

GI002 GENERAL - GENERAL DEMOLITION NOTES X X X X

GI003 GENERAL - GENERAL CONSTRUCTION NOTES X X X

GI103 GENERAL - LIFE SAFETY PLAN - DINING 2A18 X X X

GI104 GENERAL - LIFE SAFETY PLAN - DEMENTIA UNIT X X X

GC201 GENERAL - PHASING PLAN - FIRST FLOOR X X X

GC202 GENERAL - PHASING PLAN - SECOND FLOOR X X X

GC400 GENERAL - INFECTION CONTROL GENERAL NOTES X X X

GC403 GENERAL - INFECTION CONTROL PLAN - DINING ROOM 2A18 X X X

GC404 GENERAL - INFECTION CONTROL PLAN - LIBRARY 2A12 X X X

GC405 GENERAL - INFECTION CONTROL PLAN - BARIATRIC ROOMS X X X

GC407 GENERAL - INFECTION CONTROL PLAN - DEMENTIA UNIT X X X

GC408 GENERAL - INFECTION CONTROL PLAN - HIGH FALL RISK ROOMS X X X

GC409 GENERAL - INFECTION CONTROL PLAN - EQUIPMENT STORAGE X X X

GC501 GENERAL - INFECTION CONTROL TYPICAL CLASS IV X X X

GC502 GENERAL - INFECTION CONTROL - SAMPLE ICRA FORMS AND PERMITS X X X

GC503 GENERAL - INFECTION CONTROL - SAMPLE PCRA FORMS AND PERMITS X X X

01 - STRUCTURAL

S001 STRUCTURAL - GENERAL NOTES X

SF101 STRUCTURAL - FRAMING PLAN AND DETAILS - BARIATRIC ROOMS X

SF102 STRUCTURAL - ROOF FRAMING PLAN AND DETAILS - FOLDING PARTITIONS X

02-ARCHITECTURAL

A001 ARCHITECTURAL - SYMBOLS, ABBREVIATIONS AND LEGENDS X X X X

A002 ARCHITECTURAL - SHEET NOTES X X X X

A003 ARCHITECTURAL - STANDARD MOUNTING HEIGHTS X X X

AD101 ARCHITECTURAL - FIRST FLOOR - OVERALL DEMOLITION PLAN X X X X

AD102 ARCHITECTURAL - SECOND FLOOR - OVERALL DEMOLITION PLAN X X X X

AD403 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - DINING ROOM 2A18 X X X X

AD404 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - LIBRARY 2A12 X X X X

AD405 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X

AD407 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X

AD408 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X

AD409 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X

AD412 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - PLAYGROUND X X X X

ACD403 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - DINING ROOM 2A26 X X X

ACD404 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - LIBRARY 2A12 X X X

ACD405 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - BARIATRIC ROOMS X X X

ACD406 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - DEMENTIA UNIT X X X

ACD407 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X ACD409 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - EQUIPMENT STORAGE X X X

AE101 ARCHITECTURAL - FIRST FLOOR - FLOOR PLAN X X X X

AE102 ARCHITECTURAL - SECOND FLOOR - FLOOR PLAN X X X X

AE403.1 ARCHITECTURAL - ENLARGED PLAN - DINING ROOM 2A18 X X

AE404 ARCHITECTURAL - ENLARGED PLAN - CONFERENCE ROOMS X X X X

AE404.1 ARCHITECTURAL - ELEVATIONS - CONFERENCE ROOMS X X

AE405 ARCHITECTURAL - ENLARGED PLAN - BARIATRIC ROOMS X X X X

AE405.1 ARCHITECTURAL - ENLARGED PLAN - BARIATRIC ROOMS X X

AE407 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X X X

AE407.1 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X

AE407.2 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.3 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.4 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.5 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.6 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X

AE408 ARCHITECTURAL -ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

AE408.1 ARCHITECTURAL -ENLARGED PLAN - HIGH FALL RISK ROOMS X X

AE409 ARCHITECTURAL - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

AE409.1 ARCHITECTURAL - ENLARGED PLAN - EQUIPMENT STORAGE X X

AE411 ARCHITECTURAL - ENLARGED PLAN - PLAYGROUND X X X X

AC403 ARCHITECTURAL - REFLECTED CEILING PLAN - DINING ROOM 2A26 X X X

AC404 ARCHITECTURAL - REFLECTED CEILING PLAN - LIBRARY 2A12 X X X

AC405 ARCHITECTURAL - REFLECTED CEILING PLAN - BARIATRIC ROOMS X X

AC406 ARCHITECTURAL - REFLECTED CEILING PLAN - DEMENTIA UNIT X X X

AC407 ARCHITECTURAL - REFLECTED CEILING PLAN - HIGH FALL RISK ROOMS X X X

AC409 ARCHITECTURAL - REFLECTED CEILING PLAN - EQUIPMENT STORAGE X X X

AE501 ARCHITECTURAL - PARTITION TYPES X X X

AE521 ARCHITECTURAL - EXTERIOR DETAILS X X

AE531 ARCHITECTURAL - CEILING DETAILS X X X

AE541 ARCHITECTURAL - CASEWORK DETAILS X X X

AE542 ARCHITECTURAL - CASEWORK DETAILS X X

AE543 ARCHITECTURAL - CASEWORK DETAILS X

AE551 ARCHITECTURAL - FINISH DETAILS X X X

AE552 ARCHITECTURAL - FINISH DETAILS X X

AE561 ARCHITECTURAL - MOUNTING DETAILS X X X

AE601 ARCHITECTURAL - DOOR SCHEDULE AND DETAILS X X X

AE602 ARCHITECTURAL - FOLDING GLASS PARTITION DETAILS X X

AE603 ARCHITECTURAL - FOLDING GLASS PARTITION DETAILS X X

AE611 ARCHITECTURAL - WINDOW SCHEDULE AND DETAILS X X

AF103 ARCHITECTURAL - FINISH PLAN - DINING 2A18 X X X

AF104 ARCHITECTURAL - FINISH PLAN - CONFERENCE ROOMS X X X

AF105 ARCHITECTURAL - FINISH PLAN - BARIATRIC ROOMS X X X

AF107 ARCHITECTURAL - FINISH PLAN - DEMENTIA UNIT X X X

AF108 ARCHITECTURAL - FINISH PLAN - HIGH FALL RISK ROOMS X X X

AF109 ARCHITECTURAL - FINISH PLAN - EQUIPMENT STORAGE X X X

AF601 ARCHITECTURAL - FINISH LEGEND X X

AF611 ARCHITECTURAL - FINISH SCHEDULE X X

AW403 ARCHITECTURAL - WAYFINDING PLAN - DINING ROOM 2A18 X X

AW404 ARCHITECTURAL - WAYFINDING PLAN - LIBRARY 2A12 X X

AW405 ARCHITECTURAL - WAYFINDING PLAN - BARIATRIC ROOMS X X

AW406 ARCHITECTURAL - WAYFINDING PLAN - DEMENTIA UNIT X X

AW407 ARCHITECTURAL - WAYFINDING PLAN - HIGH FALL RISK ROOMS X X

AW408 ARCHITECTURAL - WAYFINDING PLAN - EQUIPMENT STORAGE X X

AW601 ARCHITECTURAL - WAYFINDING TYPES X X

AW611 ARCHITECTURAL - WAYFINDING SCHEDULE X X

QH403 ARCHITECTURAL - EQUIPMENT PLAN - DINING 2A18 X X X

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

QH404 ARCHITECTURAL - EQUIPMENT PLAN - LIBRARY 2A12 X X X

QH405 ARCHITECTURAL - EQUIPMENT PLAN - BARIATRIC ROOMS X X X

QH407 ARCHITECTURAL - EQUIPMENT PLAN - DEMENTIA UNIT X X X

QH408 ARCHITECTURAL - EQUIPMENT PLAN - HIGH FALL RISK ROOMS X X X

QH409 ARCHITECTURAL - EQUIPMENT PLAN - EQUIPMENT STORAGE X X X

QH601 ARCHITECTURAL - EQUIPMENT SCHEDULE X X X

QH602 ARCHITECTURAL - EQUIPMENT SCHEDULE X X X

05-FIRE PROTECTION

FX001 FIRE PROTECTION - GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X X

FX002 FIRE PROTECTION - FIRST FLOOR OVERALL PLAN X X X

FX003 FIRE PROTECTION - SECOND FLOOR OVERALL PLAN X X X

FXD401.3 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - DINING ROOM 2A18 X X X

FXD401.4 FIRE PROTECTION - ENLARGED NEW WORK PLAN - LIBRARY 2A12 X X X

FXD401.5 FIRE PROTECIONL - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X

FXD401.6 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - DEMENTIA UNITS X X X

FXD401.7 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X

FXD401.8 FIRE PROTECTIOIN - ENLARGED SPRINKLER DEMOLITION PLAN - EQUIPMENT STORAGE X X X

FX401.3 FIRE PROTECTION - ENLARGED NEW PLAN - DINING ROOM 2A18 X X X

FX401.4 FIRE PROTECTION - ENLARGED NEW PLAN - LIBRARY 2A12 X X X

FX401.5 FIRE PROTECTION - ENLARGED NEW PLAN - BARIATRIC ROOMS X X X

FX401.6 FIRE PROTECTION - ENLARGED NEW PLAN - DEMENTIA UNITS X X X

FX401.7 FIRE PROTECTION - ENLARGED NEW PLAN - HIGH FALL RISK ROOMS X X X

FX401.8 FIRE PROTECTION - ENLARGED NEW PLAN - EQUIPMENT STORAGE X X

FX500 FIRE PROTECTION - DETAILS X X X

06 - PLUMBING

P001 PLUMBING - GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X X X

P002 PLUMBING DEMOLITION - FIRST FLOOR OVERALL PLAN X X X

P003 PLUMBING DEMOLITION - SECOND FLOOR OVERALL PLAN X X X X

P004 PLUMBING NEW WORK - FIRST FLOOR OVERALL PLAN X X X X

P005 PLUMBING NEW WORK - SECOND FLOOR OVERALL PLAN X X X

PSD401.2 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X PSD401.4 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X PSD401.5 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X PSD401.6 PLUMBING - SAN & VENT ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X PWD401.3 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X PWD401.4 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X PWD401.5 PLUMBING - DOMESTIC WATER. - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X PWD401.6 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X

PS401.2 PLUMBING - SAN & VENT - ENLARGED PLAN - BARIATRIC ROOMS X X X X

PS401.4 PLUMBING - SAN & VENT - ENLARGED PLAN - LIBRARY 2A12 X X

PS401.5 PLUMBING - SAN & VENT - ENLARGED PLAN - DEMENTIA UNIT X X X X

PS401.6 PLUMBING - SAN & VENT - ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

PS401.7 PLUMBING - SAN & VENT - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

PW401.3 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - BARIATRIC ROOMS X X X X

PW401.4 PLUMBING - DOMESTIC WATER - ENLARGE PLAN - DEMENTIA UNIT X X X X

PW401.5 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - LIBRARY 2A12 X X

PW401.6 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

PW401.7 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

PW401.9 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - DINING ROOM 2A18 X

P501 PLUMBING - DETAILS X X X X

P502 PLUMBING - DETAILS X X X X

P601 PLUMBING - RISER DIAGRAMS X X

P602 PLUMBING - RISER DIAGRAMS X X

P603 PLUMBING - RISER DIAGRAMS X X

P604 PLUMBING - RISER DIAGRAMS X X

P605 PLUMBING - RISER DIAGRAMS X X

P701 PLUMBING - SCHEDULES X X X X

07-MECHANICAL

M001 MECHANICAL - GENERAL NOTES, SYMBOLS AND ABBREVIATIONS • X X X

MVD401.3 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - DINING ROOM 2A26 X X X

MVD401.4 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - LIBRARY 2A12 X X X

MVD401.5 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - BARIATRIC ROOMS X X X

MVD401.6 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - DEMENTIA UNIT X X X

MVD401.7 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X MVD401.8 MECHANICAL - ENLARGED VENTILATION DEMOLITION PLAN - EQUIPMENT STORAGE X X X

MPD402.3 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - DINING ROOM 2A26 X X X

MPD402.4 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - LIBRARY 2A12 X X X

MPD402.5 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - BARIATRIC ROOMS X X X

MPD402.6 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - DEMENTIA UNIT X X X

MPD402.7 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X

MPD402.8 MECHANICAL - ENLARGED PIPING DEMOLITION PLAN - EQUIPMENT STORAGE X X X

MV401.3 MECHANICAL - ENLARGED VENTILATION PLAN - DINING ROOM 2A26 X X X

MV401.4 MECHANICAL - ENLARGED VENTILATION PLAN - LIBRARY 2A12 X X X

MV401.5 MECHANICAL - ENLARGED VENTILATION PLAN - BARIATRIC ROOMS X X X

MV401.6 MECHANICAL - ENLARGED VENTILATION PLAN - DEMENTIA UNIT X X X

MV401.7 MECHANICAL - ENLARGED VENTILATION PLAN - HIGH FALL RISK ROOMS X X X

MV401.8 MECHANICAL - ENLARGED VENTILATION PLAN - EQUIPMENT STORAGE X X X

MV401.11 MECHANICAL - EXHAUST FAN VENTILATION PLAN - ROOF X X X

MP402.3 MECHANICAL - ENLARGED PIPING PLAN - DINING ROOM 2A26 X X X

MP402.4 MECHANICAL - ENLARGED PIPING PLAN - LIBRARY 2A12 X X X

MP402.5 MECHANICAL - ENLARGED PIPING PLAN - BARIATRIC ROOMS X X X

MP402.6 MECHANICAL - ENLARGED PIPING PLAN - DEMENTIA UNIT X X X

MP402.7 MECHANICAL - ENLARGED PIPING PLAN - HIGH FALL RISK ROOMS X X X

MP402.8 MECHANICAL - ENLARGED PIPING PLAN - EQUIPMENT STORAGE X X X

M501 MECHANICAL DETAILS X X X

M502 MECHANICAL DETAILS X X X

M503 MECHANICAL DETAILS X X X

M504 MECHANICAL DETAILS X X X

M505 MECHANICAL DETAILS X X X

M506 MECHANICAL DETAILS X X X

M507 MECHANICAL DETAILS X X X

M601 MECHANICAL SCHEDULES X X X

M602 MECHANICAL - SCHEDULES X X X

M701 MECHANICAL CONTROLS X X X

M702 MECHANICAL - CONTROLS X X

M703 MECHANICAL - CONTROLS X X

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

8-ELECTRICAL

E001 ELECTRICAL - GENERAL NOTES X X X

E002 ELECTRICAL - SYMBOLS AND ABBREVIATIONS X X X

EPD101 ELECTRICAL - OVERALL DEMO PLAN, FIRST FLOOR X X X

EPD102 ELECTRICAL - OVERALL DEMO PLAN, SECOND FLOOR X X X

EPD401.3 ELECTRICAL - DEMOLITION PLAN, DINING ROOM X X X

EPD401.4 ELECTRICAL - DEMOLITION PLAN, SECOND FLOOR CONFERANCE ROOMS X X X

EPD401.5 ELECTRICAL - DEMOLITION PLAN, BARIATRIC ROOMS X X X

EPD401.6 ELECTRICAL - POWER DEMOLITION PLAN, DEMENTIA UNIT X X X

EPD401.7 ELECTRICAL - LIGHTING DEMOLITION PLAN, DEMENTIA UNIT X X X

EPD401.8 ELECTRICAL - DEMOLITION PLAN, HIGH FALL-RISK PATIEN ROOMS X X X

EPD401.10 ELECTRICAL - POWER DEMOLITION PLAN, ELECTRICAL ROOMS X X X

EP101 ELECTRICAL - OVERALL PLAN, FIRST FLOOR X X X

EP102 ELECTRICAL - OVERALL PLAN, SECOND FLOOR X X X

EP401.3 ELECTRICAL - PLANS, DINING ROOM 2A26 X X X

EP401.4 ELECTRICAL - PLANS, LIBRARY X X X

EP401.5 ELECTRICAL - PLANS, BARIATRIC ROOMS X X X

EP401.6 ELECTRICAL - POWER PLAN, DEMENTIA UNIT X X X

ET401.7 ELECTRICAL - TELECOM PLAN, DEMENTIA UNIT X X X

EL401.8 ELECTRICAL - LIGHTING PLAN, DEMENTIA UNIT X X X

EP401.9 ELECTRICAL - PLANS, HIGH FALL-RISK ROOMS X X X

EP401.10 ELECTRICAL - PLANS, EQUIPMENT STORAGE X X X

EP401.11 ELECTRICAL - POWER PLAN, ELECTRICAL ROOMS X X X

E501 ELECTRICAL - DETAILS X X X

E502 ELECTRICAL - DETAILS X X X

E503 ELECTRICAL - DETAILS X X X

E504 ELECTRICAL - DETAILS X X X

E505 ELECTRICAL - DETAILS X X X

E601 ELECTRICAL - LUMINAIRE AND CONTROLS SCHEDULES X X X

E602 ELECTRICAL - SCHEDULES X X X

E701 ELECTRICAL - DEMOLITION NORMAL POWER SINGLE LINE DIAGRAM X X X

E702 ELECTRICAL - DEMOLITION EMERGENCY POWER SINGLE LINE DIAGRAM X X X

E703 ELECTRICAL - NEW WORK NORMAL POWER SINGLE LINE DIAGRAM X X X

E704 ELECTRICAL - NEW WORK EMERGENCY POWER SINGLE LINE DIAGRAM X X X

E801 ELECTRICAL - PANEL SCHEDULES X X X

E802 ELECTRICAL - PANEL SCHEDULES X X

E803 ELECTRICAL - PANEL SCHEDULES X X

E804 ELECTRICAL - PANEL SCHEDULES X X

E805 ELECTRICAL - PANEL SCHEDULES X X

E806 ELECTRICAL - PANEL SCHEDULES X X

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT

SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON THIS SITE.

2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/CO DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR PROJECT

INSURANCE COVERAGE.

3. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT COULD AFFECT/IMPACT

THE WORK OR BE AFFECTED BY THE PERFORMANCE OF THE WORK.

4. IF AWARDED THE CONTRACT, THE CONTRACTORS SHALL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY UNFORESEEN DIFFICULTIES OR OBSTACLES WHICH THE BIDDER COULD HAVE REASONABLY ANTICIPATED PRIOR TO BIDDING. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE VA/CO PRIOR TO SUBMITTING A BID AND THE

VA/COR BEFORE STARTING ANY OF THE WORK.

5. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR. SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN

OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF CONTRACT DOCUMENTS.

6. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE AND THE MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, OR EVERY STRUCTURAL DIFFICULTY THAT CAN BE

ENCOUNTERED DURING THE INSTALLATION OF THE WORK.

7. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSES ONLY AND SHOULD NOT BE

CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE AREA(S) OF WORK.

8. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING ALL

SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND MISCOMMUNICATION.

9. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED TO MAINTAIN FULL SERVICE TO THE AFFECTED

AREAS.

10. 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.

11. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS.

12. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SHOP DRAWING REQUIREMENTS

WITH ALL OF THE AFFECTED TRADES, THE VA/COR AND WITH THE AE.

13. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND PROTECTION WORK.

14. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR EQUALLY QUALIFIED DIRECT

REPRESENTATIVE ON THE JOB SITE AT ALL TIMES.

15. EACH CONTRACTOR SHALL COOPERATE AND COORDINATE WITH THE GENERAL/PRIME CONTRACTOR’S

SUPERINTENDENT AND WITH THE FOREMAN OF ALL OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE

EXECUTION AND COMPLETION OF THE WORK.

16. DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED AND VISUALLY ACCESSIBLE WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS/DOCUMENTS. THESE AS-BUILT MARKED- UP RECORD DRAWINGS/DOCUMENTS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PROVIDED

TO THE VA/COR FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT.

17. 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.

18. 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.

19. 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.

20. 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 PROCEED WITH ANY SUCH REQUIRED PENETRATIONS WORK.

21. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO STARTING ITS

RELOCATION.

22. 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.

23. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS AND AS DISCOVERED IN THE FIELD. ALL PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURER'S DESIGN RECOMMENDATIONS

FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED IN EACH SPECIFIC APPLICATION.

24. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS ETC. AND SHALL COMPLY WITH ALL CODE REQUIREMENTS. USE ONLY A SINGLE (FMRC)

APPROVED MANUFACTURERS LINE OF PRODUCTS FOR ALL PROJECT FIRESTOPPING.

25. THE BASIS OF DESIGN FOR ALL FIRE STOPPING WILL BE PRODUCTS AS MANUFACTURED BY THE 3M COMPANY.

26. PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND AS A DIRECT RESULT OF THE PROJECT DEMOLITION WORK OR NEW CONSTRUCTION.

WHERE COMBUSTIBLE PENETRANTS OCCUR USE A FIRE RATED INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE PENETRANTS OCCUR USE A FIRE RATED ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK MUST BE APPROVED BY

THE VA/COR BEFORE CONCEALED BY CONSTRUCTION.

1. ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES, ALL

OTHERS AND ARE TO BE IN CARE OF THE PROPERTY.

2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER APPLICABLE

GOVERNING REGULATIONS AND VA REQUIREMENTS.

3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFETY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE OR KNOWN UNSAFE CONDITIONS THAT

EXIST.

4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOB- SITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT

SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

1. THE BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL CONTRACTOR PROPOSED

EQUIVALENT SUBSTITUTIONS OR DEVIATIONS FROM THE BASE BID/CONSTRUCTION DOCUMENTS.

2. AN EQUIVALENT SUBSTITUTION REPRESENTS ANY DEVIATION FROM THE CONTRACT DOCUMENTS ORIGINAL DESIGN

INTENT, SCOPE OF WORK REQUIREMENTS, THE DETAILING OR SPECIFICATIONS.

3. NO SUCH EQUIVALENT SUBSTITUTION OR DEVIATION WILL BE ALLOWED WITHOUT FIRST GOING THROUGH THE BOD

COMPLIANCE PROTOCOLS PROCESS AND OBTAINING VA APPROVAL.

4. ONCE VA APPROVAL OF THE EQUIVALENT SUBSTITUTION OR DEVIATION REQUEST HAS BEEN OBTAINED, THE FORMAL

SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS MAY BEGIN FOR THAT WORK.

5. THE FOLLOWING BOD COMPLIANCE PROTOCOLS DEFINE IN DETAIL THE RESPONSIBILITIES AND THE EVALUATION PROCESS ALONG WITH THE REQUIREMENTS AND PROCEDURES TO BE FOLLOWED WHEN REQUESTING VA

CONSIDERATION OF ANY PROPOSED EQUIVALENT SUBSTITUTION OR DEVIATION.

1. BIDDING PHASE

A. ALL BOD PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS AND ASSOCIATED IMPACTS SHALL BE FULLY

IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR(S) DURING THE BIDDING PROCESS SUCH THAT THE COST OF ALL ASSOCIATED BOD SUBSTITUTION MODIFICATIONS, REQUIRED DEVIATIONS AND SCOPE OF WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES SHALL BE INCLUDED IN THE BASE BIDS OF ALL AFFECTED

CONTRACTORS.

2. GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION

A. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY, DOCUMENT, MAKE

SUBMISSIONS, TRACK, COORDINATE, OBTAIN APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT SUBSTITUTIONS, VARIANCE MODIFICATIONS AND ALL IMPACT SCOPE OF WORK IN THEIR BASE BID COST OF

CONSTRUCTION AS WELL AS ALLOWED FOR WITHIN THEIR PROJECT SCHEDULE.

B. THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD/EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH KNOWN EQUIVALENT SUBSTITUTION DEVIATION REQUESTS AND POSSIBLE IMPACTS FROM THE SPECIFIC BOD REQUIREMENTS PROVIDED IN THE DRAWINGS AND SPECIFICATIONS.

C. ALL SUCH DEVIATIONS, VARIANCES AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO

THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

D. DOCUMENTATION BEFORE STARTING THE WORK. THEY WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE SAME WITH ALL AFFECTED SUBCONTRACTORS TO BE SURE THAT ALL SUCH WORK IS INCLUDED IN

THEIR BASE BID SCOPE OF WORK.

3. CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S)

A. ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT SUBSTITUTION SHALL BE

RESPONSIBLE TO HAVE FULLY VERIFIED AND CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS THEY WILL BE SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR EXCEEDS THE DESIGN INTENT AND

PERFORMANCE REQUIREMENTS AS DESIGNED, DETAILED AND SPECIFIED.

4. CONTRACTORS PREPARE DETAILED COMPARISONS

A. THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE GENERAL/PRIME CONTRACTOR A FULL

LINE ITEM, SIDE-BY-SIDE COMPARISON LISTING OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS

VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION BEING PROPOSED.

B. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRIPTION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL

LOGISTICS AND KNOWN DEVIATIONS FROM THE ORIGINAL BOD.

5. CONTRACTORS IDENTIFY RELATED IMPACTS AND DEVIATIONS

A. THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND DOCUMENT ALL PROPOSED

EQUIVALENT SUBSTITUTION CAUSED IMPACTS, DEVIATIONS AND MODIFICATIONS FROM THE ORIGINAL BOD REQUIREMENTS WITH THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL AFFECTED CONTRACTORS.

B. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF RESPONSIBILITIES AND DOCUMENTATION

REQUIRED FOR THIS CRITICAL ITEM.

6. CONTRACTOR'S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR

A. CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO THE SPECIFIC DATE THAT

EACH IS REQUIRED FOR THE COMPLETION OF THEIR EQUIVALENT SUBSTITUTION SUBMISSION REQUEST

DOCUMENTATION AND DELIVERY OF THE COMPLETED PACKAGE(S) TO THEM.

B. THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF THESE POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOWING A SEPARATE TASK ITEM TIMELINE WITH CRITICAL

DATES AND PERFORMANCE TARGETS IDENTIFIED AND TRACKED.

7. TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE MASTER LISTING, BY

SPECIFICATION AND/OR DRAWING SECTIONS, OF ALL PROPOSED EQUIVALENT SUBSTITUTION REQUESTS.

B. THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST ALONG WITH A BULLET

POINT LISTING OF THE MAJOR IMPACTS AND DEVIATIONS RESULTING FROM IT.

C. THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A TRACKING TOOL FOR DOCUMENTING

ALL SIGNIFICANT ASSOCIATED DATES, ACTION ITEMS, CURRENT STATUS, REJECTIONS/APPROVALS AND ADDITIONAL PERTINENT ISSUES AND ITEMS TO BE RECORDED AND TRACKED AS REQUIRED BY THE VA/COR.

8. EQUIVALENCY REQUEST(S) SUBMITTED TO VA

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE VA/COR FOR PRELIMINARY REVIEW A

MASTER SUMMARY LISTING OF ALL EQUIVALENT SUBSTITUTION REQUESTS WITH ANY/ALL IMPACTS IDENTIFIED.

B. A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL BE PREPARED FOR EACH

SUBSTITUTION REQUEST AND WILL CONSIST OF SEQUENCE ITEMS NUMBER 3, 4, 5 & 6 ALONG WITH ANY ADDITIONAL PERTINENT INFORMATION DEEMED NECESSARY SUCH AS SKETCHES, DETAILED DRAWINGS, ENGINEERING DESIGN AND CALCULATIONS, MORE DETAILED DESCRIPTIONS, ETC.

9. VA REVIEW AND ACTION NOTIFICATION

A. THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND TAKE SUCH ACTION AS DEEMED

NECESSARY ON EACH. SUCH ACTION COULD CONSIST OF REJECTION, APPROVAL OR DIRECTION ON PROVIDING MORE DETAILED INFORMATION AND/OR CLARIFICATION(S) ON EACH SUBMISSION AND/OR EACH IMPACT.

B. AS PART OF THE VA'S REVIEW PROCESS THE AE WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND SHALL CONSULT WITH THE VA/COR AND PROVIDE A RECOMMENDATION FOR THE

VA'S CONSIDERATION.

C. THE AE WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL THAT IS DEEMED INCOMPLETE AND NOT

IN COMPLIANCE WITH THE BOD PROTOCOLS COMPLIANCE REQUIREMENTS.

D. IT SHOULD BE NOTED THAT IT IS NOT THE AE'S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCE, THAT IS THE REQUESTING/SUBMITTING CONTRACTOR'S RESPONSIBILITY AS PER THESE PROTOCOLS. THE AE'S RESPONSIBILITY IS TO REVIEW AND ANALYZE THE DETAILED COMPARATIVE

DOCUMENTATION PROVIDED AND ADVISE THE VA/COR ON WHAT WAS SUBMITTED.

10. VA APPROVAL ALLOWS SHOP DRAWING PROCESS TO BEGIN

A. PRIOR TO THE CONTRACTOR(S) BEING ALLOWED TO PROCEED WITH SHOP DRAWING PREPARATION AND THE

OFFICIAL SHOP DRAWING SUBMISSION(S) PROCESS, THEY WILL FIRST NEED TO OBTAIN THE VA/COR APPROVAL(S) ON EACH EQUIVALENT SUBSTITUTION REQUEST THAT WILL AFFECT THE SHOP DRAWING PROCESS

FOR THAT.

11. IMPLEMENTATION OF SUBSTITUTION(S) AND IMPACT(S)

A. ONCE APPROVED BY THE VA/COR THE CONTRACTORS SHALL PERFORM THEIR FINAL COORDINATION EFFORTS

AND BEGIN THE NORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS INCLUDING PROVIDING ANY

ADDITIONAL ENGINEERING WORK NECESSITATED BY THE EQUIVALENT SUBSTITUTION.

B. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK ASSOCIATED WITH AND IMPACTED BY ANY EQUIVALENT SUBSTITUTION ALONG WITH THE COMPLETE COORDINATION AND MANAGEMENT

OF THE WORK.

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 CONSTRUCTION WORK (DEMOLITION OR NEW) IN OCCUPIED SPACES, THE FOLLOWING PROTECTION PROTOCOLS WILL BE FOLLOWED ON A DAILY BASIS

UNLESS MODIFIED IN WRITING BY THE VA/COR ON A CASE BY CASE BASIS:

1. CAREFULLY MOVE/RELOCATE ANY SIGNAGE, WALL HUNG ITEMS, BLINDS, CURTAINS, ETC. THAT ARE WITHIN THE AREA/ZONE WHERE THE WORK IS TO BE ACCOMPLISHED AND IN DANGER OF BEING DAMAGED BY THE PERFORMANCE OF THE WORK, INCLUDING DAMAGE THAT CAN BE CAUSED BY FALLING OBJECTS, DUST OR MOISTURE. NOTE: THIS ALSO APPLIES TO THE DIRECT ACCESS ROUTE(S) THRU THE OCCUPIED AREA(S) TO AND FROM THE ACTUAL WORK AREA/ZONE.

NOTE: THE VA/COR WILL BE RESPONSIBLE TO MOVE/RELOCATE ANY BOXES, FILES, USER BELONGINGS, ETC. THAT WOULD BE IN THE AREA OF WORK AND OBSTRUCT/INTERFERE WITH THE PERFORMANCE OF THE CONTRACTOR'S WORK.

COORDINATE ALL REQUIRED VA RELOCATIONS WITH VA/COR.

2. CAREFULLY PROVIDE FULL PROTECTIVE DUST, MOISTURE AND DAMAGE PREVENTION BARRIERS/COVERS FOR ALL SUCH ITEMS ADDRESSED ABOVE INCLUDING THE ADDITIONAL PROTECTION OF ALL WALL SURFACES/FINISHES, WINDOWS/GLAZING, DOORS, FRAMES, HARDWARE, CARPETING, FLOOR COVERINGS, WALL BASE, ELECTRICAL DEVICES, WALL/CEILING MOUNTED EQUIPMENT & CONTROLS, CEILING CONSTRUCTION, TILE, GRID, WALL ANGLES, LIGHT FIXTURES, DIFFUSERS, GRILLES, LIFE SAFETY DEVICES, FIRE SPRINKLER HEADS, ETC.

3. ALL MAIN TRAFFIC AREAS TO AND INSIDE THE WORK ZONE/AREAS SHALL HAVE ADDITIONAL PROTECTION PROVIDED OVER THE 6 MIL HEAVY DUTY STRING REINFORCED FIRE RETARDANT POLYETHYLENE SHEETING (VISQUEEN), IN THE FORM OF FULL SHEETS OF 3/16” TEMPERED HARDBOARD (MASONITE) 4'X8' PANELS. ALL MASONITE PANELS SHALL BE FIRMLY HELD TOGETHER AND SECURED IN PLACE VIA THE USE OF AN INDUSTRY APPROVED 2" HEAVY DUTY CONSTRUCTION ADHESIVE TAPE, INTENDED FOR THIS APPLICATION. NOTE: ALL BOARD TO BOARD JOINTS WILL BE FULLY TAPED THE LENGTH OF THE JOINT AND ALL BOARD TO VISQUEEN JOINTS WILL BE TAPED AT 4' ON CENTER WITH A MINIMUM 8” LENGTH OF TAPE. PAINTERS TAPE AND/OR MASKING TAPE ARE NOT CONSIDERED EQUIVALENTS TO THE HEAVY DUTY CONSTRUCTION ADHESIVE TAPE BEING SPECIFIED. PLASTIC BARRIER SHEETING SHALL HAVE "FIRE

RETARDANT" PRINTED AND VISIBLE ON THE SHEETING.

4. CONSTRUCT A TEMPORARY FULL HEIGHT, TO BOTTOM OF INTERSTITIAL DECKING, FULLY SEALED, CONTAINMENT ENCLOSURE AROUND ALL CONSTRUCTION AREAS/ZONES IN ORDER TO CONTAIN AS MUCH DUST AND DEBRIS AS POSSIBLE DURING THE PERFORMANCE OF ANY DEMOLITION, CONSTRUCTION AND CLEAN-UP WORK.

5. THE TEMPORARY FULL HEIGHT CONTAINMENT ENCLOSURES SHOULD BE CONSTRUCTED OF A MINIMUM 6 MIL HEAVY DUTY STRING REINFORCED FIRE RETARDANT POLYETHYLENE SHEETING (VISQUEEN) WITH THE USE OF THE APPROPRIATE TELESCOPICALLY ADJUSTABLE ALUMINUM OR METAL VERTICAL SPRING LOADED SUPPORT STUDS/POLES.

FULL HEIGHT FOAM PADDED RAILS, PRESSURE FIT AT ALL PERIMETER WALL/PARTITION CONNECTION CONDITIONS ARE TO BE UTILIZED IN ORDER TO MINIMIZE THE USE OF TAPE SEALS ON ALL FINISHED WALL SURFACES. PLASTIC BARRIER

SHEETING SHALL HAVE "FIRE RETARDANT" PRINTED AND VISIBLE ON THE SHEETING.

6. WHEN ALL WORK IS COMPLETED FOR THE PREARRANGED SPECIFIC LOCATION(S), SCHEDULED TASKING AND IDENTIFIED PERIOD OF TIME THE ENTIRE AREA IS TO BE FULLY CLEANED-UP, ALL TEMPORARY CONTAINMENT ENCLOSURES AND PROTECTION REMOVED WITH ALL ITEMS IDENTIFIED IN NOTE #1 RETURNED TO THEIR PRIOR FUNCTIONING POSITIONS.

NOTE: FULLY CLEANED-UP MEANS COMMERCIALLY VACUUM CLEANED WITH ALL SURFACES BEING FULLY WIPED DOWN AND DUST FREE AS THE CONTRACTOR ACCEPTED THE AREA/SPACE PRIOR TO PERFORMING THE WORK.

7. ALL SPACES WILL BE RETURNED TO THE USER, BY THE CONTRACTOR, AS A COMMERCIALLY CLEAN ENVIRONMENT WITH ALL OPEN CONSTRUCTION SURFACES SEALED WITH TEMPORARY CONSTRUCTION MATERIALS INCLUDING THE USE OF 6 MIL HEAVY DUTY STRING REINFORCED FIRE RETARDANT POLYETHYLENE SHEETING (VISQUEEN), IN ORDER TO AVOID DUST PARTICLES FROM THE CONSTRUCTION AREA MIGRATING INTO THE OCCUPIED USER’S AREA/SPACE/ROOM(S).

PLASTIC BARRIER SHEETING SHALL HAVE "FIRE RETARDANT" PRINTED AND VISIBLE ON THE SHEETING.

8. UNLESS DIRECTLY SPECIFIED AND CONFIRMED BY THE VA/COR OTHERWISE, ALL TEMPORARY PROTECTION AND ENCLOSURES ARE TO BE SET-UP AND KNOCKED-DOWN ON A DAILY BASIS SUCH THAT THE USERS OF THE OCCUPIED AREAS ARE NOT TO BE INCONVENIENCED AND PREVENTED FROM FUNCTIONING WITHIN THEIR SPACE/AREA/ROOM(S)

DURING THEIR NORMAL BUSINESS HOURS OF OPERATION.

9. THE BASIS OF DESIGN FOR ALL 6 MIL HEAVY DUTY STRING REINFORCED FIRE RETARDANT POLYETHYLENE SHEETING WILL BE IN FULL COMPLIANCE WITH NFPA 701-04, ASTM E84 AND CPAI 84 SECTION 6. IT SHALL BE MANUFACTURED WITH 3 PLY CONSTRUCTION CONSISTING OF FIRE RETARDANT VIRGIN POLYETHYLENE IN THE (2) OUTER LAYERS OF PLASTIC WITH A DIAMOND SCRIM REINFORCING MESH PLACED BETWEEN. PLASTIC BARRIER SHEETING SHALL HAVE "FIRE

RETARDANT" PRINTED AND VISIBLE ON THE SHEETING.

10. MOBILE CONTAINMENT SYSTEMS MAY BE UTILIZED WHERE APPLICABLE, IF APPROVED FOR USE BY THE VA/COR. MOBILE UNITS SHALL BE FULLY EQUIPPED WITH A NEGATIVE AIR HEPA FILTRATION SYSTEM THAT IS IN COMPLIANCE WITH THE INFECTION CONTROL REQUIREMENTS OF EACH SPECIFIC AREA OF WORK AND TASK BEING PERFORMED.

1. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A CONSTRUCTION PHASING AND SCHEDULE OF ACTIVITIES. REFER TO SPECIFICATION SECTION 01 01 00 (SN) SPECIAL NOTES AND SECTION 01 12 16 WORK SCHEDULE FOR ADDITIONAL

INFORMATION/REQUIREMENTS.

2. THE CONTRACTOR WILL COORDINATE WITH THE VA/COR TO DEVELOP A CRITICAL PATH METHOD (CPM) SCHEDULE, CONSTRUCTION ACTIVITY SEQUENCING AND ASSOCIATED COMPLETION DATES FOR THE COMPLETE PROJECT.

3. THE VA HEALTH MEDICAL CENTER (VAMC) MUST REMAIN IN FULL OPERATION DURING CONSTRUCTION ACTIVITIES WITH MINIMAL INTERRUPTION DUE TO ALL RELATED CONSTRUCTION ACTIVITIES AND RELATED COMPONENTS OF THE PROJECT, INCLUDING MATERIAL DELIVERIES, NOISE, DUST, VIBRATION, ETC., BY CONSTRUCTION ACTIVITIES RELATED TO THIS

PROJECT.

4. THE CONTRACTORS SCHEDULES SHOULD INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

A. CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THE CONTINUAL OPERATIONS OF THE VAMC.

B. SCHEDULES FOR EXISTING SYSTEMS SHUT DOWN.

C. SCHEDULES FOR CONSTRUCTION ACTIVITIES OCCURRING AFTER NORMAL BUSINESS HOURS.

5. PROVIDE TEMPORARY CONSTRUCTION FENCING/BARRIERS WITH DOORS AND FRAMES AS REQUIRED TO SEPARATE CONSTRUCTION ACTIVITIES FROM PUBLIC AREAS AND AREAS REQUIRING ACCESS DURING CONSTRUCTION.

6. IF THE VAMC ACCESS/EGRESS ROUTES IDENTIFIED ON THE PHASING PLANS ARE REQUIRED TO BE BLOCKED TEMPORARILY TO ACCOMMODATE CONSTRUCTION, COORDINATE ALTERNATE ACCESS/EGRESS ROUTES WITH THE VA/COR AND PROVIDE TEMPORARY SIGNAGE AND TEMPORARY PROTECTIVE BARRIERS TO CREATE ALTERNATIVE ACCESS/EGRESS ROUTES AS REQUIRED. COORDINATE AND SCHEDULE ANY DOWNTIME FOR THESE ROUTES WITH THE

VA/COR.

7. THE CONTRACTOR SHALL REVIEW LOCATIONS OF TEMPORARY CONSTRUCTION BARRIERS AND INFECTION CONTROL BARRIERS, CONTRACTOR SITE ACCESS AND DEBRIS AND MATERIAL DELIVERY AND DELIVERY ROUTES WITH THE VA/COR.

8. MAINTAIN ACCESS TO EXISTING BUILDINGS WITHIN THE LIMITS OF CONSTRUCTION.

9. COORDINATE SHUT DOWNS OF UTILITIES OR ANY CONSTRUCTION ACTIVITIES WHICH MAY POTENTIALLY AFFECT THE EXISTING OPERATIONS OF THE VAMC WITH THE VA/COR. MAINTAIN UNINTERRUPTED OPERATION OF THE EXISTING FACILITIES FOR ALL EXISITNG UTILITIES TIE-INS. SCHEDULE THESE EVENTS AFTER-NORMAL BUSINESS HOURS OR AS

10. THE CONTRACTOR WILL REVIEW WITH THE VA/COR FOR THE LOCATION OF THE REVIEWED AND APPROVED BY THE

VA/COR. SAFETY SIGN AND CONSTRUCTION SIGN.

11. ALL PERSONNEL ENTERING RENOVATION AREAS WITHIN OCCUPIED FLOORS OF THE VAMC SHALL WEAR SHOE COVERS, AND THESE MUST BE CHANGED EACH TIME THE WORKER EXITS THE RESPECTIVE WORK AREA. PROVIDE ADHESIVE WALK- OFF MATS AT ENTRY POINTS AT ALL WORK AREAS. REPLACE WALK-OFF MATS DAILY OR WHEN THEY NO LONGER ARE ABLE TO CONTAIN DUST AND DIRT. WET MOP AND/OR VACUUM WORK AREA WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREAS. CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS PRIOR TO TRANSPORTING.

REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE THE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANED

AND INSPECTED BY VA/COR.

12. A DETAILED LIFT PLAN FOR ALL LIFTS SHALL BE SUBMITTED TO THE PROJECT MANAGER AND/OR FACILITY SAFETY MANAGER 14 DAYS PRIOR TO THE SCHEDULED LIFT COMPLETE WITH ROUTE FOR TRUCK CARRYING LOAD, CRANE LOAD ANALYSIS, SITING OF CRANE AND PATH OF SWING AND ALL OTHER ELEMENTS OF A CRITICAL LIFT PLAN WHERE THE LIFT MEETS THE DEFINITION OF A CRITICAL LIFT. CRITICAL LIFTS REQUIRE A MORE COMPREHENSIVE LIFT PLAN TO MINIMIZE THE POTENTIAL OF CRANE FAILURE AND/OR CATASTROPHIC LOSS. THE PLAN MUST BE REVIEWED AND ACCEPTED BY THE GENERAL CONTRACTOR BEFORE BEING SUBMITTED TO THE VA FOR REVIEW. THE LIFT WILL NOT BE ALLOWED TO PROCEED WITHOUT PRIOR ACCEPTANCE OF THIS DOCUMENT. REFER TO SPECIFICATION SECTION 01 35 26.

1. MAINTAINING INTEGRITY OF FIRE AND SAFETY SYSTEMS IN PLACE IN MEDICAL CENTER AND OF ITS OUT BUILDINGS

DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF GENERAL CONTRACTOR.

2. IN ADDITION TO VA MEDICAL CENTER POLICIES, NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO

OF THEIR CONTRACTORS AND SUB-CONTRACTORS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING PERTINENT OSHA AND ORLANDO VA SAFETY REQUIREMENTS.

4. PROVIDE LOCKOUT-TAGOUT AND CONFINED SPACE ENTRY POLICIES AS APPLICABLE AND AS REQUIRED BY OSHA AND ORLANDO VA. THESE POLICIES SHALL BE SUBMITTED FOR PRIOR APPROVAL BY VA SAFETY OFFICER/MANAGER.

5. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS OF NON-COMBUSTIBLE MATERIALS WHICH PROVIDE A SMOKE TIGHT SEPARATION BETWEEN CONSTRUCTION AREAS AND OTHER OCCUPIED AREAS. MAINTAIN INTEGRITY OF

ENCLOSURE DURING CONSTRUCTION.

6. EXISTING FIRE PROTECTION SYSTEMS, INCLUDING FIRE ALARM SYSTEMS, SMOKE DETECTION SYSTEMS, AND SPRINKLER SYSTEMS SHALL NOT BE IMPAIRED DURING CONSTRUCTION. WHEN A CEILING SYSTEM IS SCHEDULED TO BE REMOVED THE EXISTING SPRINKLER HEAD IN THIS AREA SHALL BE REMOVED AND A NEW SPRINKLER SHALL BE INSTALLED UPRIGHT UNTIL THE FINISH CEILING IS BACK IN PLACE AND THEN FINAL NEW SPRINKLERS SHALL BE INSTALLED AS INDICATED ON FIRE PROTECTION DRAWINGS. SMOKE DETECTOR DISABLE REQUESTS: OUTAGE REQUESTS TO BE SUBMITTED TO FM ENGINEER FOR APPROVAL FOR SPECIFIC DATE AND TIME. ALARMS WILL ONLY BE TURNED OFF FOR SPECIFIC SHIFTS REQUESTED AND WHEN CONTRACTORS ARE IN CONSTRUCTION AREA. ALARMS WILL BE RESTORED AT END OF WORK DAY BY CALLING SAME EXTENSION. AT NO TIME WILL ALARMS REMAIN OFF OVERNIGHT. SMOKE DETECTORS AND OR SPRINKLER HEADS: DO NOT COVER BY BAGS, TAPE, AND PLASTIC OR IN ANY OTHER MANNER THAT WILL DEFEAT THEIR

ABILITY TO SENSE SMOKE OR HEAT AND OPERATE AS DESIGNED.

7. DAILY ACCUMULATIONS OF TRASH, COMBUSTIBLE MATERIALS, PACKAGING, AND DEBRIS SHALL BE REMOVED FROM CONSTRUCTION AREA ON A DAILY BASIS. FLAMMABLE MATERIALS MAY BE STORED ON SITE IN AN APPROVED AND

APPROPRIATELY MARKED FLAMMABLE MATERIALS CABINET. LOCATION TO BE APPROVED BY VA.

8. BUILDINGS AND GROUNDS ON THIS MEDICAL CENTER ARE SMOKE FREE ZONES. USE OF SMOKING MATERIALS IS

PROHIBITED.

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES PLUS ALL RELATED DESIGN ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED FOR CONSTRUCTION DRAWINGS AND

SPECIFICATIONS DOCUMENTATION, OR AS SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC DESIGN CHARACTERISTICS REQUIRING BOD COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN EQUIVALENT SUBSTITUTION AND WILL NEED TO BE FULLY COMPARED TO ESTABLISH BOD

COMPLIANCE.

3. CRITICAL DESIGN CHARACTERISTICS AND ELEMENTS ARE SPECIFIC TO EACH ITEM NEEDING CONSIDERATION AND COULD CONSIST OF, BUT NOT LIMITED TO, CRITERIA SUCH AS DIMENSIONAL LOGISTICS, PERFORMANCE CHARACTERISTICS, CAPACITY, DUTY REQUIREMENTS, OPERATIONAL EFFICIENCIES, ACOUSTICAL REQUIREMENTS, UTILITIES IMPACTS, CONNECTION VARIANCES, DETAILING DEVIATIONS, FRAMING MODIFICATIONS, ROUGH IN REQUIREMENTS, WEIGHT INCREASES AND/OR DISTRIBUTIONS, STRUCTURAL IMPACTS, ATTACHMENTS, SUPPORTS, FINISHES, AVAILABILITY, COMPATIBILITY, CONSTRUCTABILITY, WARRANTIES, SERVICE LIFE, MAINTENANCE REQUIREMENTS, ENVIRONMENTAL CONSIDERATIONS, LEED RELATED DESIGN CONSIDERATIONS, ETC.

4. A VERY CRITICALLY IMPORTANT DESIGN CHARACTERISTIC OF ALL BOD ITEMS NEEDING TO BE FULLY EVALUATED AND PROPERLY COORDINATED WOULD BE THE DESIGN AND LAYOUT DIMENSIONAL LOGISTICS REQUIREMENTS. THOSE CRITICAL PARAMETERS COULD CONSIST OF, BUT NOT LIMITED TO, ALL DIMENSIONAL ELEMENTS THAT AFFECT SIZE, HEIGHT, WIDTH, DEPTH, THICKNESS, PLACEMENT, SPACING, CLEARANCES, ACCESS, MOUNTING, CONNECTION/LOCATION REQUIREMENTS, INSTALLATION TOLERANCES, OPERABLE ELEMENT CLEARANCES, ETC., ALL OF WHICH COULD IMPACT

OTHER AREAS OR COMPONENTS OF WORK.

5. CONTRACTORS WILL BE RESPONSIBLE TO FULLY IDENTIFY ALL PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS, IMPACTS AND MODIFICATIONS FROM THE "BASIS OF DESIGN" INTENT WITH THE GENERAL/PRIME CONTRACTOR DURING THE BIDDING PROCESS AND OBTAIN THEIR APPROVAL BEFORE COMPLETING THEIR PRICING AND SUBMITTING A BID.

6. IF A PROPOSED EQUIVALENT SUBSTITUTION ITEM WILL REQUIRE THAT MODIFICATIONS NEED TO BE MADE, TO THE WORK OF THE PROVIDING CONTRACTOR, THE WORK OF OTHER CONTRACTORS OR THE WORK OF THE VA, THE SUBMITTING CONTRACTOR SHALL BE FULLY RESPONSIBLE TO INFORM AND ADVISE THE GENERAL/PRIME CONTRACTOR OF ANY AND ALL SUCH NECESSARY IMPACTS AND POSSIBLE MODIFICATIONS REQUIRED AS A PART OF THEIR BIDDING AND BASE

CONTRACTUAL SCOPE OF WORK RESPONSIBILITIES.

7. THE CONTRACTOR PROPOSING THE EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE FOR ALL RELATED WORK AND SHALL IDENTIFY, VERIFY, COORDINATE AND PROVIDE ENGINEERED SOLUTIONS FOR ALL IMPACT ISSUES AFFECTING INFRASTRUCTURE SYSTEMS, UTILITIES SERVICES, BUILDING STRUCTURE, SURROUNDING ELEMENTS, AND SYSTEMS AFFECTED FROM WEIGHT DIFFERENTIALS, REVISED LOADING CHARACTERISTICS, CONNECTION/MOUNTING VARIANCES, INSTALLATION CONFLICTS AND DETAILING MODIFICATIONS, ETC. CAUSED BY THE EQUIVALENT SUBSTITUTION

REQUIREMENTS.

8. SPECIAL ATTENTION NEEDS TO BE PAID TO ANY SYSTEMS EQUIPMENT AND MATERIAL PERFORMANCE CHARACTERISTICS INCLUDING ALL ASPECTS OF THEIR DIMENSIONAL LOGISTICS FEATURES AND REQUIREMENTS ALONG

WITH ANY STRUCTURAL AND UTILITIES IMPACTS.

9. EACH EQUIVALENT SUBSTITUTION REQUEST ALONG WITH ANY/ALL IMPACTS, DEVIATIONS/VARIANCES AND MODIFICATIONS WILL REQUIRE VA/COR APPROVAL(S) BEFORE ANY SUCH REQUEST IS DEEMED APPROPRIATE BY THE VA AND ALLOWED TO PROCEED INTO THE NORMAL SHOP DRAWING PREPARATION, SUBMITTAL AND REVIEW PROCESS.

10. NO REQUEST FOR AN EQUIVALENT SUBSTITUTION REVIEW CAN BE MADE VIA A SHOP DRAWING SUBMISSION. ANY SUCH SUBMISSION WILL NOT BE REVIEWED AND WILL BE REJECTED AS NON-CONFORMING WITH THE DESIGN INTENT AND

NOTED THAT THE CONTRACTOR IS TO FOLLOW THE STANDARD BOD COMPLIANCE PROTOCOLS.

11. ANY DEVIATIONS FROM THE BOD REQUIREMENTS THAT SURFACE DURING THE CONSTRUCTION PHASE SHALL IMMEDIATELY BE MADE KNOWN TO THE GENERAL/PRIME CONTRACTOR WHO WILL IN TURN NOTIFY THE VA/COR. ALL SUCH DEVIATIONS, VARIANCES AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO THE VA/COR

FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

12. ANY NON-COMPLIANT EQUIVALENT SUBSTITUTIONS WORK FOUND TO BE IN PLACE DURING THE CONSTRUCTION PHASE THAT HAD NOT GONE THROUGH THE BOD COMPLIANCE PROTOCOLS APPROVAL PROCESS AND THAT DOESN'T HAVE THE

VA/COR'S APPROVAL WILL BE SUBJECT TO POSSIBLE REJECTION AND REMOVAL.

13. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL NOT COMPROMISE ANY OF THE BOD PERFORMANCE CHARACTERISTICS NOR SHALL IT ENCUMBER ANY OF THE ASSOCIATED DESIGN LAYOUT AND

DIMENSIONAL LOGISTICS REQUIREMENTS.

14. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND VA REQUIREMENTS, PLUS ALLOW ANY SYSTEMS, EQUIPMENT AND/OR MATERIALS

TO FUNCTION PROPERLY AND SAFELY.

GENERAL NOTES SPECIAL SAFETY NOTES BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS

OCCUPIED AREAS PROTECTION PROTOCOLS

BOD COMPLIANCE PROTOCOLS:

BOD EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCE:

GENERAL CONSTRUCTION NOTES

FIRE AND SAFETY 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

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

06/10/2026

GENERAL - GENERAL PROJECT NOTES RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

GI001

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

1. 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.

2. PROTECTION PROTOCOLS:…