36C24919R0126-0002001.pdf

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT IMAGE

PROJECT LOCATION MAP

/1

/2

:1

:5

P

M

G-001

COVER SHEET

1 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

USP 800 PHARMACY COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

VA PROJECT #: 626-18-501 APOGEE PROJECT #: 18-263

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 10

G-100 GENERAL NOTES 2 10

GI101 PHASE 1 PLAN 3 10

GI102 PHASE 2 PLAN 4 10

GI103 PHASE 3 PLAN 5 10

GC100 INFECTION CONTROL RISK ASSESSMENT (ICRA) 6 10

GC101 FIRST FLOOR ICRA PLAN - PHASE 1 7 10

GC102 FIRST FLOOR ICRA PLAN - PHASE 2 8 10

GC103 FIRST FLOOR ICRA PLAN - PHASE 3 9 10

LS101 LIFE SAFETY PLAN 10 10

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 18

A-100 SITE PLAN 2 18

AD101 FIRST FLOOR DEMOLITION PLAN - PHASE 1 3 18

AD102 FIRST FLOOR DEMOLITION PLAN - PHASE 2 4 18

AD103 FIRST FLOOR DEMOLITION PLAN - PHASE 3 5 18

AD111 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 1 6 18

AD112 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 2 7 18

AD113 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN - PHASE 3 8 18

A-101 FIRST FLOOR PLAN 9 18

A-102 SECOND FLOOR COURTYARD PLAN 10 18

A-110 FIRST FLOOR REFLECTED CEILING PLAN 11 18

A-201 COURTYARD DUCT CHASE ELEVATION 12 18

A-401 INTERIOR ELEVATIONS 13 18

A-402 INTERIOR ELEVATIONS 14 18

A-501 MODULAR CLEAN ROOM DETAILS 15 18

A-502 PARTITION TYPES 16 18

A-601 DOOR & FINISH SCHEDULES 17 18

AI101 EQUIPMENT PLAN 18 18

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL INFORMATION 1 3

FD101 FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN 2 3

FX101 FIRST FLOOR FIRE PROTECTION PLAN 3 3

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 4

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN 2 4

PP101 FIRST FLOOR PLUMBING PLAN 3 4

PP102 FIRST FLOOR PLUMBING PLAN 4 4

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 17

MD101 PARTIAL FIRST FLOOR MECHANICAL DEMO PLAN-PHASE 1 2 17

MD102 PARTIAL FIRST FLOOR MECHANICAL DEMO PLAN-PHASE 1 3 17

MD103 FIRST FLOOR MECHANICAL PLAN- PHASE 2 4 17

MH101 FIRST FLOOR MECHANICAL PLAN- PHASE 1 5 17

MH102 PARTIAL FIRST FLOOR HVAC PLAN- PHASE 1 6 17

MH103 FIRST FLOOR MECHANICAL PLAN- PHASE 2 7 17

MH104 MECHANICAL AIR TERMINAL PLAN 8 17

MH105 ROOF HVAC PLAN 9 17

MP101 FIRST FLOOR MECHANICAL PIPING PLAN 10 17

M-501 MECHANICAL DETAILS 11 17

M-502 MECHANICAL DETAILS 12 17

M-503 MECHANICAL CONTROLS 13 17

M-504 MECHANICAL CONTROLS 14 17

M-601 MECHANICAL SCHEDULES 15 17

M-602 MECHANICAL SCHEDULES 16 17

M-901 ISOMETRIC VIEWS 17 17

ELECTRICAL

E-001 ELECTRICAL GENERL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 14

ED101 FIRST FLOOR POWER DEMOLITION PLAN - PHASE 1 2 14

ED102 FIRST FLOOR POWER DEMOLITION PLAN - PHASE 2 3 14

ED103 FIRST FLOOR LIGHTING DEMOLITION PLAN - PHASE 1 4 14

ED104 FIRST FLOOR LIGHTING DEMOLITION PLAN - PHASE 2 5 14

EP101 FIRST FLOOR POWER PLAN - PHASE 1 6 14

EP102 FIRST FLOOR POWER PLAN - PHASE 2 7 14

EM101 FIRST FLOOR MECHANICAL POWER PLAN - PHASE 1 8 14

EM102 ROOF MECHANICAL POWER PLAN 9 14

EL101 FIRST FLOOR LIGHTING PLAN - PHASE 1 10 14

EL102 FIRST FLOOR LIGHTING PLAN - PHASE 2 11 14

E-501 ELECTRICAL DETAILS 12 14

E-601 SINGLE LINE DIAGRAM 13 14

E-602 ELECTRICAL SCHEDULES 14 14

TECHNOLOGY

TK001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 4

TK101 FIRST FLOOR TECHNOLOGY PLAN - PHASE 1 2 4

TK102 FIRST FLOOR TECHNOLOGY PLAN - PHASE 2 3 4

TK501 TECHNOLOGY DETAILS 4 4

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 3

FA101 FIRST FLOOR FIRE ALARM PLAN- PHASE 1 2 3

FA102 FIRST FLOOR FIRE ALARM PLAN- PHASE 2 3 3

GENERAL SYMBOL LEGEND

PROJECT SITE

PROJECT LOCATION

NASHVILLE VAMC - TVHS

AREA OF WORK

DocuSign Envelope ID: 60A5663F-46E3-4E72-8918-25FE3C19448B

5/14/2019

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H

C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

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/COR DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTAITON

NECESSARY CONCERNING ALL REQUIREMENTS FOR PROJECT INSURANCE COVERAGE.

3. 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.

4. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAM INE THE DRAI\INGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN SIT 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.

5. 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.

6. CONTRACTORS SHALL REFERENCE ALL DRAI\INGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING

THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME

CONTRAC TOR. 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.

7. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE SHOP DRAWING

REQUIREMENTS WITH ALL TRADES.

8. 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 & MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, NOR EVERY STRUCTURAL DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE

WORK.

9. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND PROTECTION WORK. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK WITHIN THE VAHS FACILITIES MUST COMPLETE A 1 HR.

VAHS CONTRACTOR SAFETY TRAINING TO BE COORDINATED BY THE VA/COR.

10. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSESONLY AND SHOULD

NOT BE CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE AREA(S) OF WORK.

11. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SER CES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED I\ITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED TO

MAINTAIN FULL SER CE TO THE AFFECTED AREAS.

12. ALL FINISHED AREAS ADJACENT TO OR INCLUDED I\ITHIN THE AREA(S) OF CONSTRUCTION ALONG I\ITH 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 PRO DED IN THE 'GENERAL' DRAWINGS SECTION AND COORDINATE ALL SITE-SPECIFIC CONDITIONS

IMPACTS ENCOUNTERED I\ITH THE VA/COR.

13. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-3O FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE

EXECUTION AND COMPLETION OF THE WORK.

14. DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS. THESE AS-BUILT MARKED-U P RECORD DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PRO DED TO

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

15. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE 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.

16. 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.

17. 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.

18. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL

NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS OR OTHER CONCEALED

CONSTRUCTION WITHIN. PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X- RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR

APPROVAL BEFORE PROCEEDING WITH ANY SUCH REQUIRED PENETRATIONS WORK.

19. 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.

20. 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.

21. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS. 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 SYSJEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURER'S DESIGN

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

APPLICATION.

22. 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 MANUFACTURER’S LINE OF PRODUCTS FOR ALL PROJECT

FIRESTOPPING. THE BOD FOR ALL FIRE STOPPING WILL BE ALL PRODUCTS AS MANUFACTURED BY THE

3M COMPANY.

23. PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND/OR 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.

24. THE PERIOD OF PERFORMANCE IS 180 DAYS; THE REQUIREMENT IS FOR THE NASHVILLE PHARMACY TO BE USP 800 COMPLIANT BY DECEMBER 1, 2019. SUBMITTALS FOR AHU-56 AND FAN EF-56 SHALL BE

PROVIDED WITHIN 7 DAYS OF CONTRACT AWARD.

25. SHOP DRAWING AND FABRICATION OF THE CLEAN ROOM WALLS AND CEILINGS IS A LONG LEAD

PROCESS AND MUST BE STARTED WITHIN 7 DAYS OF CONTRACT AWARD. CONTRACTOR TO

COORDINATE WITH THE INSTALLATION OF THE CLEAN ROOM WALLS AND CEILINGS; STEEL STUD FRAMING WHERE THE THIN CLEAN WALL SYSTEM IS TO BE PLACED AT THE PERIMETER WALLS AND HEADERS MUST BE IN PLACE FOR THE SYSTEM TO BE INSTALLED BY THE MANUFACTURER. THIS IS INTENDED TO BE A SOLE SOURCE COMPANY FOR THE PROJECT TO MEET THE TIGHT CONSTRUCTION SCHEDULE AND LIMITED SPACE AVAILABLE. AES CLEAN TECHNOLOGY IS THE BASIS OF DESIGN LISTED IN THE SPECIFICATIONS AND IS INTENDED TO BE A SOLE SOURCE ITEM ALONG WITH INTEGRAL UNITS LIKE WINDOWS, DOORS, AND PASS THROUGHS. SEE SPECIFICATION SECTIONS 13 04 00, 13 04 10, 08 80 01, AND 09 06 00.

26. COORDINATION WITH THE COR IS REQUIRED BEFORE COMMENCING WORK IN A CONTROLLED DRUG AREA AND THE VA WILL PROVIDE ESCORTS WHILE WORK IS HAPPENING IN CONTROLLED DRUG SPACES.

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 \\ILL 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 SIJE 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 SIBLE 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 ACKNO WLEDGMENT AND

ACCEPTANCE OF THESE REQUIREMENTS.

SUMMARY DESCRIPTION:

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 IN TENT, SCOPE OF WORK REQUIREMENTS, THE DETAILING OR SPECIFICATIONS.

3. NO SUCH EQUIVALENT SUBSTITUTION DR DEVIATION \\ILL BE ALLOWED WITHOUT FIRST GOING JHROUGH

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 ORAIIING PREPARATION AND SUBMITTAL PROCESS MAY BEGIN FOR JHAT WORK.

5. THE FOLLOI\ING BOD COMPLIANCE PROTOCOLS DEFINE IN DETAIL THE RESPONSIBILITIES AND THE EVALUATION PROCESS ALONG WITH THE REQUIREMENTS ANO PROCEDURES TO BE FOLLOWED WHEN REQUESTING VA CONSIDERATION OF ANY PROPOSED EQUIVA LENT SUBSTITUTION OR DEVIATION.

BOD COMPLIANCE PROTOCOLS:

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS ANO THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES PLUS ALL

RELATED DESIGN ELEMENTS ANO SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE

BIO/ISSUED FOR CONSTRUCTION DRAWINGS AND SPECIFICATIONS DOCUMENTATION, OR AS

SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC DESIGN CHARACTERISTICS REQUIRING BOD COMPLIANCE ANALYSIS \\ILL 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 \\ILL 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, CODRDINATE 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 SYSJEMS 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 SUBSTITIUTION 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 TIHE NORMAL SHOP DRAIIING

PREPARATION, SUBMITTAL AND REVIEW PROCESS.

10. NO REQUEST FOR AN EQUIVALENT SUBSTITIUTION RE EW CAN BE MADE 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.

1. BIDDING PHASE

A. ALL BOD PROPOSED EQUIVALENT SUBSTITIUTIONS, 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/PRI ME 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 TIHAT ALL

SUCH WORK IS INCLUDED IN THEIR BASE BID SCOPE OF WORK.

3. CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITIUTION(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 THAT 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

MANUFACTIURED CHARACTERISTICS VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION

BEING PROPOSED.

B. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITIUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRPITION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL LOGISTICS AND KNOWN DEVIATIONS FROM TIHE ORIGINAL BOD.

5. CONTRACTORS IDENTIFY RELATED IMPACTS AND DEVIATIONS

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

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

B. THE GENERAL/PRIME CONTRACTOR HA NG BEEN MADE FULLY AWARE OF THESE POTENTIAL

EQUIVALENCY SUBSTITIUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOI\ING 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 SUBSTITIUTION

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 NOTIFICATIODN

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 WIILL AFFECT THE SHOP

DRAWING PROCESS FOR THAT.

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

A. ONCE APPROVED BY THE VA/COR THE CONTRACTOR 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.

WHEN PERFORMING WORK (DEMOLITION OR NEW) IN OCCUPIED SPACES, THE FOLLOWING PROTECTION PROTOCOLS WILL BE FOLLOWED ON A DAILY BASIS UNLESS MODIFIED IN WRITING BY THE COR ON A CASE

BY CASE BASIS:

1. CAREFULLY MOVE/RELOCATE ANY SIGNAGE, WALL HUNG ITEMS, BLINDS, CURTAINS, ETC. THAT ARE IN 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 THRU THE OCCUPIED

AREA TO AND FROM THE ACTUAL WORK AREA/ZONE. NOTE: THE VA WILL BE RESPONSIBLE TO

MOVE/RELOCATE ANY FURNITURE, EQUIPMENT, 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, CEILING CONSTRUCTION, TILE, GRID, WALL ANGLES, LIGHT FIXTURES, DIFFUSERS, GRILLES, ETC.

3. FLOOR FINISHES SHALL BE PROTECTED THROUGHOUT THE AREA WITH A 6 MIL HEAVY DUTY

REINFORCED POLY SHEETING (VISQUEEN) TEMPORARY TARPAULIN(S)/DROP CLOTH(S) AS A MINIMUM

FOR DUST, MOISTURE AND VERY LIGHT FOOT TRAFFIC PROTECTION.

4. ALL MAIN TRAFFIC AREAS TO AND FROM, ALONG WITH INSIDE THE WORK ZONE/AREAS, SHALL HAVE ADDITIONAL PROTECTION PROVIDED OVER THE 6 MIL HEAVY DUTY REINFORCED POLY SHEETING (VISQUEEN), IN THE FORM OF FULL SHEETS OF 3/8” DRYWALL 4’X8’ PANELS. ALL 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 HD CONSTRUCTION ADHESIVE TAPE BEING SPECIFIED.

5. CONSTRUCT A TEMPORARY FULL HEIGHT, 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.

6. THE TEMPORARY FULL HEIGHT CONTAINMENT ENCLOSURES SHOULD BE CONSTRUCTED OF A MINIMUM 6 MIL HEAVY DUTY REINFORCED, FIRE-RETARDANT POLY 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.

7. 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 FURNITURE AND EQUIPMENT

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

ACCEPTED PRIOR TO THE CONTRACTORS WORK.

8. 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 REINFORCED, FIRE-RETARDANT POLY SHEETING (VISQUEEN), IN ORDER TO AVOID DUST PARTICLES FROM THE CONSTRUCTION AREA MIGRATING INTO

THE OCCUPIED USERS AREA/SPACE/ROOM (S).

9. UNLESS DIRECTLY SPECIFIED AND CONFIRMED BY THE VA/COR, 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.

WHEREVER THE WORK BEING PERFORMED BY THIS PROJECT REQUIRES THE REMOVAL/DEMOLITION FROM , OR THE INSTALLATION OF NEW CONDUIT, JUNCTION BOXES , CABINETS, PANELS, DEVICES, EQUIPMENT, ETC., TO FINISH PAINTED SURFACES, THE CONTRACTOR SHALL PROVIDE ALL PAINTING TO THE EXISTING WALL/CEILING SURFACES AND NEW MATERIALS BEING INSTALLED TO MATCH ALL OF THE EXISTING FINISHED CONDITIONS SO THAT WHEN THE WORK PERFORMED IS COMPLETED IT BLENDS WITH THE EXISTING FINISHING DECOR AND DOESN’T STAND OUT AS BEING A REPAIR, UNFINISHED OR NEW WORK THAT DOESN’T BLEND WITH THE EXISTING CONDITIONS. PAINTING/REPAINTING SHALL OCCUR IN ALL INSTANCES FROM FLOOR TO CEILING AND FROM A WALL CORNER TO A WALL CORNER CHANGE IN PLANE WITH ALL EXISTING

PAINTED SURFACES RECEIVING A NEW FINISH COAT AS A MINIMUM, SEE BELOW:

P1. PROVIDE ALL PAINTING AND RELATED WORK AS SHOWN ON THE DRAWING AND/OR AS REASONABLY IMPLIED BY THE SPECIFICATIONS AND THE PROJECT REQUIREMENTS TO PROVIDE A COMPLETELY

FINISHED PROJECT.

P2. ALL SCRATCHES, DENTS, CRACKS AND/OR OPENINGS ON EXISTING AND NEW WALL SURFACES ARE TO BE FILLED WITH PLASTER PATCH, SPAKLING COMPOUND OR OTHER PRESCRIBED MATERIAL IN AN INDUSTRY APPROVED MANNER AND SANDED SMOOTH TO PROVIDE A “LIKE NEW” SURFACE CONDITION

BEFORE PAINTING AND FINISHING.

P3. ALL SURFACES ARE TO BE CLEANED FREE OF LOOSE DIRT, DUST, OIL, GREASE AND ALL FOREIGN

MATTER JUST PRIOR TO FINISHING.

P4. PROVIDE ALL LABOR, MATERIALS, BRUSHES, TOOLS, LADDERS AND ALL EQUIPMENT OF ANY KIND

NECESSARY FOR PROPER EXECUTION OF THE WORK.

P5. WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT WITH ALL MATERIALS EVENLY SPREAD

AND SMOOTH WITHOUT RUNS, SAGS, OR DEBRIS IN THE FINISHED SURFACE.

P6. THE PRIME COAT SHALL BE TINTED TO APPROXIMATE SHADE OF FINAL COAT. ALL SECTIONS, SPOTS OR HOT SPOTS AFTER PRIMARY APPLICATION SHALL BE TOUCHED-UP BEFORE APPLYING THE SECOND COAT TO PRODUCE A SMOOTH AND LEVEL SURFACE. THE FINAL COAT SHALL NOT BE APPLIED UNTIL AFTER ALL OTHER TRADES, WHOSE OPERATIONS WOULD BE DETRIMENTAL TO FINISH PAINTING, HAVE

FINISHED THEIR WORK IN THE AREAS TO BE PAINTED.

P7. WORK NOT INCLUDED: UNLESS OTHERWISE INDICATED, SHOP PRIMING OF FERROUS METAL ITEMS AND FABRICATED COMPONENTS ARE INCLUDED UNDER THEIR RESPECTIVE TRADES. PRE-FINISHED ITEMS ARE NOT INCLUDED. FINISHED METALS SUCH AS ANODIZED ALUMINUM, STAINLESS STEEL, BRONZE, AND SIMILAR METALS WILL NOT BE PAINTED, UNLESS OTHERWISE SPECIFIED. DO NOT PAINT ANY MOVING PARTS OF OPERATING UNITS, OR OVER ANY EQUIPMENT IDENTIFICATION, PERFORMANCE

RATINGS, NAMES OR NOMENCLATURE PLATES OR CODE-REQUIRED LABELS.

P8. PROTECT WORK OF OTHER TRADES. CORRECT ANY PAINTING RELATED DAMAGES BY CLEANING, REPAIRING OR REPLACING, AND REFINISHING, AS DIRECTED BY THE COR.

P9. PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES AND APPLY PRIME COATS, PAINTING AND FINISHING MATERIALS IN ACCORDANCE WITH EACH MANUFACTURER’S DIRECTIONS FOR A QUALITY APPLICATION. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR MATERIALS AND SURFACES TO

WHICH APPLIED.

P10. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL PAINT OR FINISHED COAT, UNTIL THE SURFACE FILM IS OF UNIFORM FINISH COLOR AND

APPEARANCE.

P11. APPLY EACH MATERIAL AT NOT LESS THAN THE MANUFACTURER’S RECOMMENDED SPREADING RATE, TO PROVIDE A TOTAL DRY FILM THICKNESS OF NOT LESS THAN 2.5 MILS FOR ENTIRE COATING

SYSTEM OF (1) PRIME AND (2) FINISH COATS FOR 3 COAT WORK ON PAINTED SURFACES.

P12. PAINTED SURFACE PREPARATION - COMPLY WITH PAINT MANUFACTURER’ S RECOMMENDATIONS

FOR EACH MATERIAL TYPE AND SURFACE FINISH AS PER THEIR REFERENCE GUIDE AND

SPECIFICATIONS.

P13. METAL SURFACE PREPARATION - ALL METAL SURFACES TO BE PAINTED MUST BE CLEAN AND FREE OF RUST, MILL SCALE, GREASE, OIL, DIRT AND OTHER FOREIGN MATTER. ALL ALUMINUM MUST BE CLEANED WELL IN ORDER TO REMOVE ALL SURFACE FILM AND OILS. THEN PROPERLY PRIMED IN

ACCORDANCE WITH THE PAINT MANUFACTURER’S RECOMMENDATIONS.

NORMAL WORK SHIFT HOURS FOR THE VETERANS HOSPITAL IS 7:00 AM UNTIL 4:30 PM DAILY, MONDAY

THROUGH FRIDAY

1. CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE NOISE, DUST, VIBRATIONS AND

THAT WOULD CREATE DISTURBANCES TO THE MEDICAL CENTER AND/OR ANY OF THE ADJACENT

OCCUPIED AREAS WILL NEED TO BE PERFORMED DURING PERIODS OF AFTERHOURS/OFF-HOURS

WORK. ITEMS THAT WILL REQUIRE AFTER HOURS ACTIVITIES SHALL BE FULLY COORDINATED WITH VA

COR PRIOR TO START OF CONSTRUCTION.

2. AFTERHOURS/OFF-HOURS OF OPERATION SHALL BE SCHEDULED FOR THE FOLLOWING DAYS AND TIMES

AS COORDINATED, SCHEDULED AND AUTHORIZED BY THE COR:

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

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

3. THE FOLLOWING CONSTRUCTION ACTIVITIES SHALL BE CONSIDERED AFTERHOURS/OFF-HOURS

OPERATIONS

A. THE MOVING OF CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS AND/OR DEMOLITION MATERIALS

TO/FROM THE EXTERIOR TO INTERNAL AREAS OF WORK

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

C. ALL WORK THAT WILL REQUIRE SYSTEM SHUTDOWNS

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

E. THE APPROVED USE OF POWER ACTUATED FASTENERS

F. ALL WORK (DEMOLITION OR NEW) THAT WILL CAUSE IMPACT NOISE AND VIBRATIONS THAT CAN BE

HEARD OR FELT IN THE SURROUNDING ADJACENT OCCUPIED SPACES/AREAS.

4. CONTRACTOR MUST PARK WITHIN APPROVED CONSTRUCTION AREA OR AT DESIGNATED AREAS AT FAR PORTIONS OF EXISTING CAMPUS PARKING LOTS. CAMPUS PARKING IS LIMITED AND PRIORITY IS GIVEN

TO PATIENTS AND STAFF. COORDINATE WITH VA COR.

5. WEEKEND AND HOLIDAY HOURS SHALL BE FROM 8:00 AM TO 4:00 PM COORDINATE WITH VA COR PRIOR

TO START OF CONSTRUCTION.

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

WORK.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON THE DRAWINGS.

NOTIFY THE VA/COR OF ANY DISCREPANCY BEFORE STARTING WORK.

3. A SUCCESSFUL REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE ARCHITECT /ENGINEER DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE

SUBMITTAL TO VA/COR. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND

OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO DETAILS

AND GIVEN DIMENSIONS IN THE CONTRACT DOCUMENTS.

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

FROM THE INFORMATION PROVIDED HEREIN.

BID ITEM NO. I: GENERAL CONSTRUCTION: WORK INCLUDES SELECTIVE DEMOLITION, GENERAL

CONSTRUCTION, ALTERATIONS, WALKS, NECESSARY REMOVAL OF EXISTING STRUCTURES AND

CONSTRUCTION AND CERTAIN OTHER ITEMS. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, LABOR, MATERIAL, EQUIPMENT, AND SUPERVISION NECESSARY TO PERFORM ALL WORK AS REQUIRED BY THE

CONTRACT BID DOCUMENTS INCLUDING:

ARCHITECTURAL MODIFICATIONS, FIRE PROTECTION SYSTEMS, PLUMBING SYSTEMS, MECHANICAL

SYSTEMS, ELECTRICAL SYSTEMS, TELECOMMUNICATION SYSTEMS, FIRE ALARM, EQUIPMENT,

FIXTURES, AND FINISHES.

PERIOD OF PERFORMANCE IS 210 DAYS.

BID ITEM NO. 2: SAME AS BID ITEM NO. 1 EXCEPT THE VIDEO SURVEILLANCE SYSTEM IS VA PROVIDED

AND CONTRACTOR INSTALLED. PERIOD OF PERFORMANCE IS 210 DAYS.

BID ITEM NO. 3: SAME AS BID ITEM NO. 2 EXCEPT THE DUCTWORK IN THE COURTYARD WILL BE EXPOSED, THERE WILL BE NO EXTERIOR ALUMINUM COMPOSITE PANEL DUCT CHASE. PERIOD OF

PERFORMANCE IS 210 DAYS.

1. USP 800 UPGRADES FOR TEMPORARY MEASURES TO EXISTING CONTAINMENT ROOMS ARE NOTED ON DRAWING AD102, MECHANICAL AND ELECTRICAL DRAWINGS IN MORE DETAIL; INCLUDING CHANGES IN DUCTWORK, CONNECTIONS TO EXISTING WALL DROPS, EXHAUST FAN, ETC. AND IN ELECTRICAL SHEET

( NOTE SHOULD INCLUDE CHANGES REQUIRED TO VFD PROGRAMMING AND STARTUP.) TPN ROOM

G-105B AND ANTEROOM G-105C REMAINS ON THE SAME EXHAUST FAN. WHILE WAITING FOR THE EF, CONTRACTOR CAN BE INSTALLING THE EXHAUST DUCT TO THE HR SPACE, THEN TIE-IN EXISITNG CHEMO ROOM G-105E AND IV ROOM G-105D. ONCE INSTALLED, START-UP TEST THE EF, THEN CONTRACTOR

SHOULD MAKE TEMP CONNECTION (14X12) AS SHOWN BELOW TO THE EXISTING EXHAUST WHICH

SUPPORTS THE EXISTING WALL DROP TO THE TEMPORARY HD STORAGE AND BUFFER ROOM. ALL 4

EXISTING ROOMS AND 2 EXHAUST FANS WOULD NEED TO BE TESTED AND BALANCED AND CETA

CERTIFIED TO USP800 AND USP797. NOTE THAT THIS WORK IS ONLY TO BE PERFORMED IF THE PHASE 1 CETA CERTIFICATION OF PHASE 1 IS NOT FINISHED AND ACCESSIBLE TO THE OWNER BY OCTOBER 28, 2019.

2. CETA CERTIFICATIONS REQUIRED FOR USP 797/800 AT THE END OF PHASE 1 IN TIME FOR THE OCCUPANCY BY THE VA. IF THE CETA CERTIFICATION AND OCCUPANCY BY THE VA IS NOT COMPLETED IN TIME, THE TEMPORARY MEASURES OUTLINED NEEDS TO BE CETA CERTIFIED BY OCTOBER 28, 2019.

SEE NOTES ON DRAWING AD102.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:1

:5

P

M

G-100

GENERAL NOTES

2 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

GENERAL NOTES FOR CONTRACTORS

SPECIAL SAFETY NOTES

BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLSBOD EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCEOCCUPIED AREA PROTECTION PROTOCOLS

GENERAL NOTES - WALL AND CEILING PAINTING

CONSTRUCTION PERIOD STAGING OF WORK - GENERAL

NOTES

MISCELLANEOUS

BID ALTERNATES

CETA INFORMATION

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

R E

F

D

E

F

161514 17 18

G

R

G.1

H

I

N

OUTPATIENT

FILLING/ASSEMBLY

C1-21B

PAT. ED.

1-G134K

SEE A-102 FOR

ROOF ABOVE

PHASE 1 PHASE 2

HAC

HAC

HOOD HOOD

HOOD HOODHOOD

HOOD HOOD

HD PREP

C1-32

HD

STORAGE

G-107

BCG

G-107B

HD

BUFFER

G-107C

HD

ANTEROOM

G-107A

IV PREP

G-107G

IV PREP

G-107H

IV

ANTEROOM

G-107F

BGC

COUNTER

G-107D

HD

COUNTER

G-107E

IV

SET-UP

G-107I

PHARMACISTS

PROCESSING

AREA

I-G134A

I.P.

SUPER

I-G134F

PRO TECH

1-G134J

ELECTRICAL

CLOSET

G-104

DATA

G-103

VAULT

1-G134I

OP SUPER

1-G127B

INVESTIGATIONAL

DRUGS/COMPOUNDING

WAITING

C1-21B

CORRIDOR

C1-21A

CORRIDOR

C1-21

19 20 20.1

SEE A-100 FOR

ACCESS AREA

SEE A-100 FOR

ACCESS AREA

MALE

TOILET

G-108

FEMALE

TOILET

G-106

CHEMO

1-G134E

HIGH RISK

1-G134D

ANTE

1-G134C

IV PREP

A-G134B

PHASE 3

ICRA WALL SHALL

NOT BLOCK

PNEUMATIC SYSTEM

PHASE 2

PHASE 1

COMPLETED

ICRA AREA

PHASE 3

1. CETA CERTIFICATIONS REQUIRED FOR USP 797/800 AT THE END OF PHASE 1 IN TIME FOR THE OCCUPANCY BY THE VA. IF THE CETA CERTIFICATION AND OCCUPANCY BY THE VA IS NOT COMPLETED IN TIME, THE TEMPORARY MEASURES OUTLINED NEEDS TO BE CETA CERTIFIED BY OCTOBER 28, 2019.

SEE NOTES ON DRAWING AD102.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

EXISTING 1 HR - SMOKE WALL

NEW 1 HR - SMOKE WALL

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:1

:0

P

M

GI101

PHASE 1 PLAN

3 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

PHASE 1 PLAN

PHASING LEGEND

PHASE 1

1. TEMPORARILY RELOCATE (STAFF) FURNISHINGS

AND EQUIPMENT AFFECTED IN PHASE 1 TO A

SPACE DESIGNATED BY THE VA CONTRACTING

OFFICER REPRESENTATIVE (COR).

2. AREA DESIGNATED AS PHASE 1 SHALL BE CLOSED

OFF AT LIMITS OF CONSTRUCTION AND PROPER

SIGNAGE PUT UP TO CONTROL ACCESS.

3. ACCESS FROM THE NORTH CORRIDOR (C1-21) AND

AT NEW ENTRY ABOVE THE I.P. SUPER. OFFICE

(IG134F), WILL BE BLOCKED WITH TEMPORARY

WALLS AND DOORS AT DESIGNATED LOCATIONS.

THESE SHALL BE PUT UP TO CONTROL ACCESS TO

THE "CONSTRUCTION SITE" - SEE PLANS FOR

TEMPORARY BARRIERS/DUST PARTITIONS.

4. UPON THE COMPLETION OF PHASE 1 HD PREP, HD

STORAGE, BCG, HD BUFFER, HD ANTEROOM,

BCG AND HD COUNTERS, IV SET-UP, IV ANTEROOM,

AND IV PREP ROOMS 1 AND 2, SHALL BE AVAILIBLE

FOR USE. REMOVE THE TEMPORARY WALLS AND

DOORS SO ACCESS FROM THE NORTH CORRIDOR

(C1-21) INTO THE RENOVATED PHASE 1 AREA

CAN RESUME OPERATION.

5. REMOVE TEMPORARY BARRIERS/DUST PARTITIONS

AND DOORS AFTER PHASE 1 WORK IS COMPLETED.

0 4 8 16

NORTH

PLAN

CETA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

R E

F

R E

F

REF.

R E

F

D

E

F

161514 17 18

G

R

G.1

H

I

N

19 20 20.1

OUTPATIENT

FILLING/ASSEMBLY

C1-21B

PAT. ED.

1-G134K

100 SF

MALE

TOILET

G-108

119 SF

FEMALE

TOILET

G-106

72 SF

HD PREP

C1-32

151 SF

HD

STORAGE

G-107

68 SF

BCG

G-107B

103 SF

HD

BUFFER

G-107C

105 SF

HD

ANTEROOM

G-107A

104 SF

BCG

COUNTER

G-107D

108 SF

HD

COUNTER

G-107E

127 SF

IV

ANTEROOM

G-107F

90 SF

I.P.

SUPER

1-G134F

393 SF

IV

STORAGE

G-107K

214 SF

PHARMACISTS

PROCESSING

AREA

1-G134A

91 SF

G-107H

IV PREP 2

91 SF

G-107G

IV PREP 1

SEE A-102 FOR

ROOF ABOVE

PHASE 1 PHASE 2

HAC

HAC

HOOD HOOD

HOOD HOOD

28 SF

HD

STORAGE

CORRIDOR

G-107L

HOOD

HOOD HOOD

PRO TECH

1-G134J

ELECTRICAL

CLOSET

G-104

DATA

G-103

VAULT

1-G134I

OP SUPER

1-G127B

INVESTIGATIONAL

DRUGS/COMPOUNDING

WAITING

C1-21B

CORRIDOR

C1-21A

CORRIDOR

C1-21

SEE A-100 FOR

ACCESS AREA

SEE A-100 FOR

ACCESS AREA

PHASE 3

ICRA WALL SHALL

NOT BLOCK

PNEUMATIC SYSTEM

PHASE 2

PHASE 1

COMPLETED

ICRA AREA

PHASE 3

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

EXISTING 1 HR - SMOKE WALL

NEW 1 HR - SMOKE WALL

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:1

:0

P

M

GI102

PHASE 2 PLAN

4 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

PHASE 2 PLAN

PHASING LEGEND

PHASE 1

A. TEMPORARILY RELOCATE (STAFF) FURNISHINGS

AND EQUIPMENT AFFECTED IN PHASE 2 TO A

SPACE DESIGNATED BY THE VA CONTRACTING

OFFICER REPRESENTATIVE (COR).

B. AREA DESIGNATED AS PHASE 2 SHALL BE CLOSED

OFF AT LIMITS OF CONSTRUCTION AND PROPER

SIGNAGE PUT UP TO CONTROL ACCESS.

C. UPON THE COMPLETION OF PHASE 2 HD STORAGE

CORRIDOR, IV STORAGE, SUPERVISOR'S OFFICE,

AND, NON-STERILE COMPOUNDING, SHALL BE

AVAILIBLE FOR USE. REMOVE THE TEMPORARY

WALLS AND DOORS SO ACCESS INTO THE

RENOVATED PHASE 2 AREA CAN RESUME.

D. REMOVE TEMPORARY BARRIERS/DUST PARTITIONS

AND DOORS AFTER PHASE 2 WORK IS COMPLETED.

0 4 8 16

NORTH

PLAN

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

R E

F

R E

F

REF.

R E

F

D

E

F

161514 17 18

G

R

G.1

H

I

N

19 20 20.1

OUTPATIENT

FILLING/ASSEMBLY

C1-21B

PAT. ED.

1-G134K

SEE A-102 FOR

ROOF ABOVE

PHASE 1 PHASE 2

HAC

HAC

HOOD HOOD

HOOD HOODHOOD

HOOD HOOD

PRO TECH

1-G134J

ELECTRICAL

CLOSET

G-104

DATA

G-103

VAULT

1-G134I

OP SUPER

1-G127B

INVESTIGATIONAL

DRUGS/COMPOUNDING

WAITING

C1-21B

CORRIDOR

C1-21A

CORRIDOR

C1-21

SEE A-100 FOR

ACCESS AREA

SEE A-100 FOR

ACCESS AREA

PHASE 3

IV

SET-UP

G-107I

IV PREP

G-107H

IV PREP

G-107G

IV

ANTEROOM

G-107F

I.P.

SUPER

1-G134F

IV

STORAGE

G-107K

HD

ANTEROOM

G-107A

HD

BUFFER

G-107C

BCG

G-107B

HD

STORAGE

G-107

HD PREP

C1-32

MALE

TOILET

G-108

FEMALE

TOILET

G-106

PHARMACISITS

PROCESSING

AREA

1-G134A

HD

STORAGE

CORRIDOR

G-107L

ICRA WALL SHALL

NOT BLOCK

PNEUMATIC SYSTEM

PHASE 2

PHASE 1

COMPLETED

ICRA AREA

PHASE 3

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

EXISTING 1 HR - SMOKE WALL

NEW 1 HR - SMOKE WALL

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:1

:1

P

M

GI103

PHASE 3 PLAN

5 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

PHASE 3 PLAN

0 4 8 16

NORTH

PLAN

PHASING LEGEND

PHASE 1

A. TEMPORARILY RELOCATE (STAFF) FURNISHINGS

AND EQUIPMENT AFFECTED IN PHASE 2 TO A

SPACE DESIGNATED BY THE VA CONTRACTING

OFFICER REPRESENTATIVE (COR).

B. AREA DESIGNATED AS PHASE 2 SHALL BE CLOSED

OFF AT LIMITS OF CONSTRUCTION AND PROPER

SIGNAGE PUT UP TO CONTROL ACCESS.

C. REMOVE TEMPORARY BARRIERS/DUST PARTITIONS

AND DOORS AFTER PHASE 2 WORK IS COMPLETED.

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

LA

R

E GI H,N

C

N

E

D

M RU

P

Y

N O

R

T H C A R O L

I N A

NY

H

M

RE

G

IS

TERED ARCHITECT

V .I

.F

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

V .I

.F

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

V .I

.F

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:1

:5

P

M

GC100

INFECTION CONTROL RISK

ASSESSMENT (ICRA)

6 10DMM EGS

USP 800 PHARMACY

COMPLIANCE

1310 24th AVE S, NASHVILLE, TN 37212

05/14/2019

FINAL CONSTRUCTION DOCUMENTS

626-18-50118-263

1. SEE SHEETS GC101, GC102, GC103 FOR PRE-

CONSTRUCTION RISK ASSESSMENT FORMS AND

INFECTION CONTROL PRECAUTIONS.

2. SEE SHEETS GI101, GI102, GI103 FOR PHASING

PLANS AND DESCRIPTION.

3.