621-22-137 Replace Bldg 162 Emergency Generator Drawings.pdf

OWNER

DEPARTMENT OF VETERANS AFFAIRS

1639 MEDICAL CENTER PARKWAY, SUITE 400

MURFREESBORO, TN 37129

CIVIL

RAYMOND

1035 GREEN STREET SE, SUITE A

CONYERS, GEORGIA 30012

STRUCTURAL

RAYMOND

1035 GREEN STREET SE, SUITE A

CONYERS, GEORGIA 30012

ARCHITECT

RAYMOND

1035 GREEN STREET SE, SUITE A

CONYERS, GEORGIA 30012

ELECTRICAL

RAYMOND

1035 GREEN STREET SE, SUITE A

CONYERS, GEORGIA 30012

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Copyright © 2022 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company. ORIGINAL SHEET SIZE: 22" X 34"

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VA Project No:

Issue Date/ Description:

AE REPL. BLDG-162 EMER GEN & ELECTRICAL DISTR. SYS.

Johnson City, TN

DEPARTMENT OF VETERANS AFFAIRS

621-22-137

SITE MAP

VICINITY MAP

DRAWING LIST

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL PROJECT NOTES

ARCHITECTURAL

A-001 ABBREVIATION, SYMBOLS AND LEGENDS

A-002 SITE PLAN

AD101 DEMOLITION ELEVATION AND FLOOR PLAN

A-101 PROPOSED ELEVATION AND FLOOR PLAN

CIVIL

CD101 DEMOLITION PLAN

C-101 CIVIL SITE PLAN

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BID DOCUMENTS

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C-501 CIVIL DETAILS STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 PLAN AND DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

EP101 ELECTRICAL NEW WORK PLAN

EP102 ICRA DRAWING

ED101 ELECTRICAL DEMOLITION PLAN

EP103 ICRA DRAWING

SHEET NUMBER SHEET NAME

EP104 SECOND FLOOR – MECHANICAL ROOM LOCATION

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E-601 ELECTRICAL ONE-LINE DIAGRAM – DEMOLITION

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-602 ELECTRICAL ONE-LINE DIAGRAM – NEW

E-603 PANELBOARD SCHEDULES

ES101 ELECTRICAL SITE PLAN

1. THE FOLLOWING CONSTRUCTION DOCUMENTS ARE INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWINGS WERE DERIVED FROM SITE INVESTIGATIONS TO THE FULLEST EXTENT ALLOWED. THEREFORE, THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES AND CONDITIONS THAT EXIST IN THE

PROJECT AREA.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE

CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR NO WORK TO BE LEFT UNFINISHED OR IN AN INCOMPLETE CONDITION.

5. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE COR'S ATTENTION PRIOR TO

PROCEEDING WITH THE WORK.

6. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

7. WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

8. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

9. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL VERIFY NEW AND EXISTING CONDITIONS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE COR IN WRITING OF ANY DIFFERING CONDITIONS

BEFORE COMMENCEMENT OF WORK.

10. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE COR IN WRITING OF DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

11. UNLESS NOTED OTHERWISE, GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS OF

PAINT.

12. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

13. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

14. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS

DETAILED.

15. DIMENSIONS SHOWN ARE TO FACE OF STUD WALL AND UNO.

16. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM AUTHORITIES HAVING JURISDICTION.

17. INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES.

18. DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. NOTES ON INDIVIDUAL SHEETS SHALL

BE APPLIED TO RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-

RATED AS INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND THE

DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.

22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE COR BEFORE PROCEEDING WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING

CONDUITS WITH ALL DRAWINGS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT AND PLUMBING WORK THAT REQUIRES PERIODIC MAINTENANCE. ALL ACCESS PANELS SHALL BE

CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECTPRIOR TO PROCEEDING.

25. PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

26. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS

SPECIFICALLY NOTED OR SHOWN ON THE STRUCTURAL DRAWINGS.

27. INTERIOR PARTITION MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE

HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

B. PROVISIONS SHALL BE MADE BY THE CONTRACTOR IN THE DESIGN,FABRICATION, AND INSTALLATION OF INTERIOR PARTIONS FOR TYPICAL FLOOR DEFLECTIONS OF THE STRUCTURE UNDER SUPERIMPOSED LOADS AS FOLLOWS:

TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN1/2”.

28. IF APPLICABLE THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT

EXISTING FACILITIES, WITH THE COR PRIOR TO START OF SUCH WORK.

29. CONTRACTOR TO FIELD VERIFY AND PROTECT EXISTING CONDUITS AND SYSTEMS WHICH ARE TO REMAIN UNDISTURBED THROUGHOUT THE CONSTRUCTION PERIOD. IMMEDIATELY REPORT DAMAGE TO THE ARCHITECT IN WRITING AND REPAIR DAMAGES TO MEET CODES, MANUFACTURER'S SPECIFICATIONS AND OWNER'S SATISFACTION. NOTIFY THE

OWNER AND ARCHITECT OF ANY DISCREPANCIES.

30. CONTRACTOR TO VERIFY DIMENSIONS/REQUIREMENTS OF THE REQUIRES SLAB OPENINGS / DEPRESSIONS FOR

EQUIPMENT (PLUMBING, ETC.) PRIOR TO FABRICATION/CONSTRUCTION OF SLAB - TYP.

31. THE DOOR TO THE CONSTRUCTION AREA SHALL BE MIN. 36" WIDE WITH A CLOSER AND LEVER HANDLE LATCHSET, EITHER EXISTING, NEW, OR TEMPORARY.

32. REMOVE AND STORE MATERIALS AND EQUIPMENT INDICATED TO BE REUSED OR RELOCATED IN A COOL DRY PLACE TO

PREVENT DAMAGE.

33. CONTRACTOR RESPONSIBLE FOR COORDINATING INTERIOR FINISHES LISTED IN PLANS, SCHEDULES, NOTES, AND ELEVATIONS. NOTIFY ARCHITECT OF ANY CONFLICTS, INCONSISTENCIES, OR DEVIATIONS IN WRITING PRIOR TO

CONSTRUCTION.

34. THE GENERAL CONTRACTOR AND SUBCONTRACTOR TO COORDINATE FINISH HARDWARE AND KEYING WITH OWNER.

CONTRACTOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM - APPROVED BY OWNER.

35. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED STAGING

AREAS.

36. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS DIRECTED BY THE OWNER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT OF HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO

THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED BY THE OWNER.

37. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE AS APPROVED BY OWNER. THE CONTRACTOR SHALL PROVIDE

ADEQUATE ROADWAY SIGNS TO DIRECT DELIVERIES.

38. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION , MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGE, AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.

39. SUBMIT LIGHT GAUGE METAL FRAMING SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

LICENSED FOR APPROVAL.

40. PREPARE, APPLY, AND/OR INSTALL MATERIALS TO MEET ALL MANUFACTURER'S WARRANTIES AND

SPECIFICATIONS.

41. THE AVAILABILITY OF ALL MATERIALS DESIGNATED ON PLANS SHALL BE VERIFIED BY CONTRACTOR AND SUBCONTRACTORS PRIOR TO ESTIMATE SUBMITTALS. CONTRACTOR TO NOTIFY ARCHITECT IF MATCHING

MATERIALS ARE NOT AVAILABLE. ANY SUBSTITUTIONS TO BE REVIEWED AND APPROVED.

42. ESTABLISH PROCEDURES AND EXECUTE OPERATIONS TO PROVIDE CONTINUOUS SECURITY. PROVIDE TEMPORARY PROTECTION FOR OPENINGS AND AT OTHER LOCATIONS AS MAY BE APPROPRIATE DURING

CONSTRUCTION. DENY ENTRANCE OF UNAUTHORIZED PERSONS INTO WORK AREA.

43. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING DEMOLITION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE-DOWNS MAY BE NECESSARY.

SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

COMPLETION OF THE PROJECT.

44. ALL RFI's, PROPOSED CHANGES, OR PROPOSED VALUE ENGINEERING ITEMS MUST HAVE A COST SUBMITTED AND ITS IMPACT (i.e. NO COST, ADDITIONAL COST, CREDIT, CONSTRUCTION SCHEDULE IMPACT,ETC.) PRIOR TO ARCHITECT'S APPROVAL. IT SHALL BE UNDERSTOOD OMISSION OF THESE ITEMS REPRESENTS THERE IS NO COST

OR SCHEDULE INCREASE ASSOCIATED.

45. ALL CUTTING AND PATCHING SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL INCLUDE COST OF ALL REQUIRED CUTTING AND PATCHING FOR ALL TRADES IN THEIR ESTIMATE.

46. SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE AND SECURE

MANNER. CONTRACTOR TO COMPLY WITH ALL OSHA STANDARDS AND REGULATIONS.

47. EXISTING FLOOR IS UNEVEN THROUGHOUT THE CORRIDORS. CONTRACTOR SHALL GRIND, LEVEL, AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. LEVEL TOLERANCE IS ¼” OVER 10’ OR AS REQUIRED BY FLOORING MANUFACTURER, SEE SPECIFICATIONS. UTILIZE ADDITIONAL MATERIALS AS REQUIRED TO LEVEL SLOPING FLOORS

PER MANUFACTURER’S RECOMMENDATION.

48. ALL WOOD BLOCKING AND CONCEALED LUMBER TO BE FIRE RETARDANT TREATED.GC SHALL COORDINATE ALL REQUIRED BLOCKING WITH THE OWNER & OWNER'S VENDOR(S) FOR ALL WALL MOUNTED ACCESSORIES & MISC

WALL MOUNTED OR RECESSED ITEMS.

49. PROVIDE DENS-SHIELD (OR EQUAL TILE BACKER BOARD AS APPROVED BYARCHITECT) AT ALL TILE & TILE WET WALL

LOCATIONS U.N.O.

50. CONTRACTOR TO FRAME FOR RIGID CONDITION AT ALL FRAMING CONDITIONS TO INCLUDE BUT NOT LIMITED TO

DOORS, WINDOWS, WALLS, ROOF.

51. CONTRACTOR TO PROVIDE ALL ENGINEERING AND SHOP DRAWINGS OF ALL GLAZED WINDOW SYSTEMS (INCLUDING ALL ANCHORAGE CONDITIONS - SIGNED AND SEALED). FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. PROVIDE WATERPROOF CONDITION AT ALL GLAZING SYSTEMS.

52. PROVIDE OPENINGS IN NEW AND EXISTING WALLS, FLOORS, ROOF, MECHANICAL, ELECTRICAL, PLUMBING, ETC.

PROVIDE FLASHING, COUNTER-FLASHING, SEALANTS, SMOKE BARRIERS / DAMPERS, STATE, AND LOCAL CODES.

COORDINATE WITH INTERIOR DESIGN AND M.E.P. DRAWINGS. NOTIFY COR IN WRITING OF ALL DISCREPANCIES.

53. PROVIDE BLOCKING AND OR SHIMS NECESSARY TO INSTALL, INCLUDING BUT NOT LIMITED TO, DOORS, WINDOWS, FIXTURES, MILLWORK, AND EQUIPMENT, WHICH WILL MEET MANUFACTURER'S WARRANTIES AND SPECIFICATIONS.

BLOCKING TO MEET APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

54. EXPOSED INTERIOR AND EXTERIOR BUILDING FEATURES SHALL BE PAINTED (UNLESS OTHERWISE4 SPECIFICALLY NOTED). IF NOT SUPPLIED AS A FINISH PRODUCT PER OWNER OR SPECIFIED BY ARCHITECT, COORDINATE AND PROVIDE FINISH.

55. STRUCTURAL MEMBERS: ANY STRUCTURAL MEMBERS ACCIDENTALLY OR INTENTIONALLY CUT WITHOUT PROPER AUTHORIZATION SHALL BE RESTORED TO ORIGINAL INTEGRITY AND CONDITION TO THE SATISFACTION OF THE

ARCHITECT, STRUCTURAL ENGINEER, AND COR.

56. FIELD ADJUSTMENTS SHOULD COMPLY WITH THE INTENT OF THE CONTRACT DOCUMENTS AND APPLICABLE CODES. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF DIMENSIONS DETAILS AND QUANTITIES FOR COORDINATION OF DISCIPLINES AND CONDITIONS (CLEARANCES, FIXTURES, EQUIPMENT, ETC) AND ADDITIONAL

COSTS INCURRED AS A RESULT OF CONTRACTOR FIELD ADJUSTMENTS.

57. ALL FIELD ADJUSTMENTS SHOULD COMPLY WITH THE INTENT OF THE CONTRACT DOCUMENTS AND ALL APPLICABLE CODES. NOTHING SHALL RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ALL APPLICABLE CODES. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF DIMENSIONS AND DETAILS, QUANTITIES FOR COORDINATION OF ALL TRADES AND CONDITIONS (CLEARANCES, FIXTURES, EQUIPMENT, ETC) AND ANY ADDITIONAL COSTS INCURRED AS A RESULT OF

CONTRACTOR REQUESTED FIELD ADJUSTMENTS.

58. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURERS' PUBLISHED STANDARDS.

59. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO

COMMENCEMENT OF WORK.

60. PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED TO ACHIEVE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

61. ARCHITECT'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS ONLY.

SHOP DRAWINGS MARKED "NO EXCEPTIONS TAKEN" OR "COMPLY WITH MARKINGS," AS WELL AS ANY ADDITIONAL MARKINGS OR NOTES, DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF DIMENSIONS AND DETAILS, AND FOR COORDINATION OF THE WORK OF ALL TRADES.

62. THE GC SHALL INSTALL AND MAINTAIN TEMPORARY SIGNAGE FOR PHASES OF CONSTRUCTION TO INDICATE "WARNING - CONSTRUCTION AREA - DO NOT ENTER" ON THE DOOR TO THE CONSTRUCTION AREA.

63. PROVIDE FIRE AND SMOKE JOINT SYSTEMS , FIRE SAFING, FIRE AND SMOKE CLOSURES, ETC. TO MAINTAIN FIRE AND SMOKE RATINGS AT FIRE AND SMOKE WALL LOCATIONS, AND WHERE SHAFTS AND WALLS INTERSECT FLOOR

AND ROOF DECKS. COMPLY WITH FBC 715.

64. CONTRACTOR SHALL VERIFY ALL SERVICES, CONDITIONS, AND LOCATIONS PRIOR TO ANY DEMOLITION WORK COMMENCING. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION.BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF UNANTICIPATED EXISTING CONDITIONS AND THE COST OF NECESSARY CONSTRUCTION REVISIONS DUE TO CONFLICTS AND/OR UNFORESEEN CONDITIONS. THE CONTRACTOR IS

RESPONSIBLE FOR REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT.

65. THE CONTRACTOR SHOULD OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING, OR OTHER ACTIVITY THAT GENERATES SPARKS CAPABLE OF CAUSING COMBUSTION. SEE NFPA 51B AND APPENDIX A FOR ADDITIONAL INFORMATION. PROVIDE A FIRE WATCH AND/OR A GUARD WATCH AS REQUIRED BY NFPA 601 DURING THE PROCESS OF CUTTING, WELDING, BRAZING, GRINDING, OR OTHER ACTIVITY THAT

GENERATES SPARKS CAPABLE OF CAUSING COMBUSTION, ETC.

66. NOTIFY ARCHITECT IN WRITING TO CLARIFY ANY DRAWING DISCREPANCY AND/OR CONFLICTS OF DIFFERENT BIDDING ELEMENTS/COMPONENTS. FOR THE PURPOSES OF PRICING AND BIDDING ASSUME THE MORE COSTLY

OPTION.

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

SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THE VA FOLLOWS ON ITS PROJECTS.

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION

GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

( HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS, SEE NOTES BELOW) - 2021

• NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW) - 2021

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900 - 2022

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

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC) - 2023

• INTERNATIONAL PLUMBING CODE (IPC) - 2022

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS

(ASME) A 17.1.

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13) - 2015

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL, AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR

PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

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

MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS

SECTION 01 00 00 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

LOCAL CODES:

AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED

THAT VA DOES NOT PAY FOR REVIEW OR

INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY

CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS

REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY

(THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A

CONSISTENCY SYSTEM WIDE.

CODES:

INTERNATIONAL BUILDING CODES 2018 (IBC)

INTERNATIONAL EXISTING BUILDING CODES 2018 (IBC)

NFPA 101- LIFE SAFETY CODES 2021 (LSC)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD 2015 (ABAAS).

VA BARRIER FREE DESIGN STANDARD (SUPPLEMENT TO ABAAS) 2015

VA PG 18-12 MENTAL HEALTH OUTPATIENT SERVICES DESIGN GUIDE, JULY 2018

TYPE OF CONSTRUCTION:

IB (IBC); I(332) (LSC), FULLY SPRINKLERED

OCCUPANCY: BUSINESS OCCUPANCY

FIRE RESISTANCE RATING: NFPA

- PRIMARY STRUCTURAL FRAME: 2 HRS

- PRIMARY STRUCTURAL FRAME, SUPPORTING ROOF: 1 HR

- NON BEARING WALLS AND PARTITIONS - EXTERIOR: 0 HR

- NON BEARING WALLS AND PARTITION: 0 HR

- FLOOR CONSTRUCTION + SECONDARY STRUCTURAL MEMBERS: 2 HRS

- ROOF CONSTRUCTION + SECONDARY STRUCTURAL MEMBERS: 1 HR

CORRIDOR WALLS: SMOKE PARTITION

STAIR ENCLOSURE: 2HR FIRE RATED

ROOF SUBSTRATE: LIGHTWEIGHT CONCRETE

AUTOMATIC SPRINKLER SYSTEM: NFPA 13-2019 ED.

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDING WITH A FIRE

AREA.

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GENERAL PROJECT NOTES

CODE CRITERIA

CODE ANALYSIS

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BATT INSULATION CONCRETE

POROUS FILL

(STONE OR GRAVEL)

STEEL

BRICK

CONCRETE MASONRY

UNIT (CMU)

RIGID INSULATION WOOD - FINISHEDCOMPACTED EARTH PLYWOOD

SAND, PLASTER,

CEMENT, GROUT,

GYPSUM WALL BOARD

WOOD - ROUGH

LINE TYPES

BEYOND

CENTERLINE

DEMOLISHED

HIDDEN

OVERHEAD

ANNOTATIONS

'X' 'X'

CL

A

CENTERLINE

DIMENSION

FACE DIMENSION

COLUMN GRID TAG - NEW

COLUMN GRID TAG - EXISTING

ALIGN FACE OF SURFACESALIGN

SPOT ELEVATION

Name Elevation

0'-0"

LEVEL / ELEVATION

HEIGHT

REVISION TAG AND CLOUD1

ANNOTATIONS

NORTH

NORTH (PROJECT OR

TRUE)

PROJECT NORTH

TRUE NORTH

WINDOW / CURTAIN WALL

TAG

A

LOUVER TAGL1

WALL TAGSA4

DEMOLITION KEYNOTE01

KEYNOTE01

ACCESSORY TAGTA-1

FURNITURE TAGF1

EQUIPMENT TAGE123456

SIGNAGE TAGS99

CEILING TAG

AFF

1t

10'-0" CEILING TYPE (IF / WHEN INDICATED)

CEILING HEIGHT

ROOM TAG(S):

ROOM TAG WITH AREA (NO ROOM #)ROOM NAME

150 SF

DEPARTMENT OR PHASE (IF SHOWN)

ROOM NAME

00999

DEPT/ PHASE

ROOM NAME

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

AREA (IF SHOWN)

ROOM NAME

00999

150 SF

DOOR TAG:

DOOR RATING (IF SHOWN)

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

122A

45 MIN

DOOR SEQUENCE (ALPHABETIC)

VIEW REFERENCE

PHOTO REFERENCE TAG

1/ A

A1 VIEW NAME

1/8" = 1'-0"A101

PLAN VIEW TITLE REFERENCE

A1 VIEW NAME

1/8" = 1'-0"A101

CURRENT SHEET

CURRENT SHEET

VIEW SCALE

PLAN NUMBER

SIM

A103

PLAN / DETAIL CALLOUT

REFERENCED SHEET

A610

SIM

A610

SIM

BUILDING SECTION CALLOUT

REFERENCED SHEET

A5

A610

SIM

WALL SECTION CALLOUT

REFERENCED

SHEET

A601

SIM

DETAIL SECTION CALLOUT

REFERENCED SHEET

A510

1 Ref

1 Ref 1 Ref

1 Ref

EXTERIOR ELEVATION CALLOUT

A1011 INTERIOR ELEVATION CALLOUT

A1 Ref

A1 Ref A1 Ref

A1 Ref

DETAIL NUMBER

DETAIL VIEW TITLE REFERENCE

VIEW SCALE

AREA ONLY

150 SF

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ABAN ABANDON

ABRSV ABRASIVE

ACC ACCESSIBLE

ACST INSUL ACOUSTICAL INSULATION

ACST PNL ACOUSTICAL PANEL

ACP AUTOMATIC CONTROL PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASD AUTOMATIC SPRINKLER DRAIN

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASSN ASSOCIATION

AVG AVERAGE

BAT BATTEN

BD BOARD

BD FT BOARD FEET (FOOT)

BDRY BOUNDARY

BF BOTH FACES

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKHD BULKHEAD

BLKT BLANKET

BN BULLNOSE

B/STL BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BYP BY PASS

CAB CABINET

CANTIL CANTILEVER

CB CORNER BEAD

CCTV CLOSED CIRCUIT TELEVISION

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT\ CONTROL JOINT

C/L CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CLT CLEAT

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONF CONFERENCE

COORD COORDINATE

CORR CORRIDOR

CP CONTROL PANEL

CSB CONCRETE SPLASH BLOCK

ABBREVATION NOTES:

1. ABBREVIATIONS LISTED BELOW APPLY TO THE ARCHITECTURAL DRAWINGS ONLY,

REFER TO CONSTRUCTION DOCUMENTS FOR ABBREVIATIONS USED.

2. REFER TO FINISH SCHEDULE FOR FINISH MATERIAL ABBREVAITIONS NOT SHOWN.

DBL DOUBLE

DEMO DEMOLITION/DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DMPF DAMPPROOFING

DPTN DEMOUNTABLE PARTITION

DS DOWNSPOUT

DSP DRY STANDPIPE

DSPL DISPOSAL

DW DISHWASHER

EA EACH

EC EDGE OF CURB

EFS EXTERIOR FINISH SYSTEM

EG EDGE GRAIN

EGB EXTERIOR GYPSUM WALL BOARD

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EFG ENTRANCE FLOOR GRILLE

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEM ELEMENTARY

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENAM ENAMEL

ENCL ENCLOSURE

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EXPOXY PAINT

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESCAL ESCALATOR

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDCC FIRE DEPARTMENT CONNECTION

CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FIRE HOSE/ FIRE HYDRANT

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FL FLOORLINE

FO FINISHED OPENING

FOC FACE OF CONCRETE/ FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRG FIBER REINFORCED GYPSUM

FURN FURNITURE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTER

GFRP GLASS-FIBER-REINFORCED PLASTIC

GL GLASS/GLAZING

GMP GUARANTEED MAXIMUM PRICE

GR GROUT

GRAN GRANITE

GT GREASE TRAP

GYP BD GYPSUM WALL BOARD

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

ID INSIDE DIAMETER/ INSIDE DIMENSION

INSUL INSULATION

INSUL PNL INSULATED METAL PANEL

JAN JANITOR

JT JOINT

KD KNOCKED DOWN

KPL KICKPLATE

LAM LAMINATE

LAM GL LAMINATED GLASS

LAV LAVATORY

LCD LINEAR CEILING DIFFUSER

LCMU LIGHTWEIGHT CONCRETE MASONRY

UNIT

LDG LANDING

LDR LEADER

LF LINEAR FEET (FOOT)

LOS LINE OF SIGHT

LVDR LOUVER DOOR

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MAINT MAINTENANCE

MAX MAXIMUM

MC METAL-CLAD

MCB METAL CORNER BEAD

MED MEDICAL

MEL MELAMINE

MEZZ MEZZANINE

MF MILL FINISH

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MOD BIT MODIFIED BITUMEN

MOPR MOP RACK

MR MOISTURE RESISTANT

MTL METAL

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NLB NONLOADBEARING

NO NUMBER

NOM NOMINAL

NTP NOTICE TO PROCEED

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OF/OI OWNER FURNISHED/OWNER

INSTALLED

OFS OUTSIDE FACE OF STUDS

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

PAT PATTERN

PBD PARTICLEBOARD

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PGBD PEGBOARD

PJ PANEL JOINT

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

POL POLISHED

PORC PORCELAIN

PREFAB PREFABRICATE

PREFIN PREFINISH

PT PRESSURE TREATED

PTD PAINT

R RADIUS

RADN RADIATION

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

RESP RESIN PANEL

RFG ROOFING

RH ROOF HATCH

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RV ROOF VENT

RVL REVEAL

SB SPLASH BLOCK

SBSTR SUBSTRATE

SCHED SCHEDULE

SCRN SCREEN

SD SMOKE DETECTOR

SHR SHOWER

SHRD SHOWER DRAIN

SIM SIMILAR

SP STANDPIPE

SPEC SPECIFICATION(S)

SPKLR SPRINKLER

SPKR SPEAKER

SQ FT SQUARE FOOT

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIR(S)

STC SOUND TRANSMISSION CLASS

STOR STORAGE

STN STAIN

SUSP CLG SUSPENDED CEILING

SYMM SYMMETRICAL

TBD TO BE DETERMINED

T&G TONGUE AND GROOVE

TD TRENCH DRAIN

TEMP TEMPORARY

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

THRU THROUGH

TLT TOILET

T/ TOP OF ___

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB\ TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TRS (or TR) TRANSITION STRIP

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WASH FOUNTAIN

WH WATER HEATER

WHSE WAREHOUSE

WP WALL PROTECTION

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XPS EXTRUDED POLYSTYRENE BOARD

(INSULATION)

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TYPICAL MATERIALS

STANDARD GRAPHICS AND SYMBOLSABBREVIATIONS LIST

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AD101

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3/8" = 1'-0" A-002

1 SITE PLAN

PROJECT

NORTH

GENERAL NOTES

1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE

CONDITIONS AS THEY MAY AFFECT ARRYING OUT THE WORK AS DESCRIBED IN THESE

CONTRCAT DOCUMENTS. THE CONTRACTR SHALL INVESTIGATE, VERIFY, AND BE

RESPONSIBLE FOR ALL CONDITIONS OF PROJECT, AND NOTIFY THE ARCHITECT OF

ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE

WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR AND

SERVICES NECESSRAY TO COMPLETE THE WORK.

3. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR

APPROVAL PRIOR TO COMMENCING ANY WORK.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITY LINES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

6. ALL WORK AND MATERIAL SHALL BE REGARDED AS NEW UNLESS SPECIFICALLY

INDICATED AS "EXISTING" ON THE DRAWINGS AND DESCRIBED WITHIN THE

SPECIFICATIONS.

7. ALL EXTERIOR WOOD SHALL BE PRESSURE TREATED.; ALL WOOD INSIDE BUILDING

ENVELOPE'S AIR AND/ OR RAIN BARRIER SHALL BE FIRE RETARDANT TREATED.

C

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EMERGENCY

GENERATOR

SWITCH GEAR

RETAINING WALL

1. ALL WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE APPLICABLE CODES, AS INDICTED ON THIS SHEET AND ALL OTHER LOCAL, STATE OR FEDERAL CODES OR REGULATIONS HAVING

JURISDICTION.

2. DO NOT SCALE DRAWINGS. CLARIFY ANY DIMENSIONAL DISCREPANCIES WITH THE ARCHITECT PRIOR TO

CONTINUING WITH THE WORK.

3. CLARIFY ANY COORDINATION DISCREPANCIES BETWEEN ENGINEER DRAWINGS AND ARCHITECTURAL DRAWINGS

WITH THE ARCHITECT PRIOR TO CONTINUING WITH THE WORK.

4. ALL WORK LISTED, SHOWN OR IMPLIED ON THE CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED

BY THE GENERAL CONTRACTOR EXCEPT WHERE OTHERWISE NOTED.

5. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE WORK SO THAT NO WORK SHALL BE LEFT IN

AN UNFINISHED OR INCOMPLETE CONDITION.

7. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP AS WELL AS REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING

OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

8. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

9. WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

10. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

11. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDIITONS PRIOR TO COMENCING WORK, AND FOR REPORTING IN WRITING TO THE CONTRACTING OFFICER ANY CONIDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. FAILURE TO DO SO CONSTITUTES THE CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS

AS SUITABLE FOR INISTALLATION OF THE WORK.

12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

13. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

14. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED

AS DETAILED HEREIN.

15. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).

16. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM AUTHORITIES HAVING

JURISDICTION.

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GENERAL NOTES

KEY NOTES

3/8" = 1'-0" A-101

2 PROPOSED EAST ELEVATION OF EMERGENCY GENERATOR ROOM

3/8" = 1'-0"

A-101

1 PROPOSED FLOOR PLAN OF EMER. GEN. ROOM

1. PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN. - FIELD

VERIFY EXTENT REQUIRED .

2. INFILL AND/ OR PATCH OPENING WITH BRICK TO MATCH EXISTING ADJACENY CONSTRUCTION - FIELD VERIFY EXTENT

REQUIRED. INTERIOR AND EXTERIOR FINISH TO MATCH EXISTING ADJACENT FINISH.

3. INSTALL AND FURNISH NEW WALL PULL/ JUNCTION BOX. ALL PENETRATIONS TO BE SEALED PER MANUFACTURERS

SPECIFICATIONS.

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3 PROPOSED NORTH ELEVATION OF EMERGENCY GENERATOR ROOM

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GENERATOR

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Copyright © 2022 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company. ORIGINAL SHEET SIZE: 22" X 34"

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AD101

2 EXISTING EAST ELEVATION OF EMERGENCY GENERATOR ROOM

3/8" = 1'-0"

AD101A-002

1 EXISTING FLOOR PLAN OF EMER. GEN. ROOM

KEY NOTES

DEMO NOTES

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPENCIES.

3. LIMIT REMOVAL AND DEMOLITION TO THAT SPECIFICALLY CALLED FOR IN THE INSTALLATION OF NEW WORK.

PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. NEW WORK SHALL ALIGN WITH AND MATCH EXISTING

WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS INDICATED. INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON THE PLANS WITH DASHED LINES NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED.

5. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF

SALVAGEABLE VALUE.

6. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING, PATCHING, LEVELING, ETC. AS REQUIRED (REFER TO INTERIOR DESIGN DOCUMENTS).

7. REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE DESIGN INTENT.

8. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES

AND ALL STRUCTRURAL ELEMENTS NECESSARY DURING DEMOLITION.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/ OR INSTALLATION OF NEW WORK AND/ OR UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/ OR TO RECEIVE NEW SCHEDULED

FINISHES.

10. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR SURFACES WITH IMPERFECTIONS OR NOT LEVEL TO

TOLERANCES SPECIFIED FOR NEW WORK,

PROVIDE SELFLEVELING UNDERLAYMENT.

11. ALL PENETRATIONS OF EXISTING FLOORS AND FIRE RATED WALL OR SMOKE PARTITIONS SHALL BE PATCHED & REPAIRED (EXTEND, RESTORE, AND/OR CLOSE OPENING) AS REQUIRED TO MAINTAIN THE EXISTING FIRE RATING.

12. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR TEXTURE, THICKNESS, CUT, ETC. TO THE

STANDARD OF PRIOR TO INSTALLATIONS.

13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL MATERIALS FROM PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE NEW WORK.KEEP PREMISES CLEAN AT ALLL TIMES ENSURING THAT THERE

ARE NO LOOSE MATERIAS OR ITEMS WHICH MAY CAUSE INJURY.

14. HAZARDOUS MATERIALS: IT IS NOT EXPECTEDTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTEERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT

DISTURB AND IMMEDIATELY NOTIFY THE OWNER.

1. REMOVE EXSTING AND INFILL OPENING TO MATCH AJACENT MATERIAL IN KIND.

2. REMOVE EXISTING CONSTRUCTION (INCLUDING THE FRAME IN WALLS)

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AD101

3 EXISTING NORTH ELEVATION OF EMERGENCY GENERATOR ROOM

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# KEYNOTES:

1. REMOVE EXISTING 1000-GAL DIESEL TANK AND

CONCRETE PAD

2. REMOVE 8' CHAIN FENCE AND GATE

3. DEMOLISH AND CAP GAS LINE

4. REMOVE EXISTING TRANSFORMER AND

CONCRETE PAD

5. APPROXIMATE EXTENTS OF SIDEWALK

DEMOLITION AS REQUIRED FOR THE

INSTALLATION OF CONCRETE ENCASED BUS

DUCT

LOD LOD

LEGEND

LIMIT OF DISTURBANCE

FENCE DEMOLITION

DEMOLISH CONCRETE

ONE FOOT EXISTING CONTOUR LINE

FIVE FOOT EXISTING CONTOUR LINE

DEMOLISH EXISTING GAS LINE - SEE

KEYNOTES

EXISTING STORM DRAINAGE

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

D D D D

GENERAL NOTES:

1. EXACT STORM DRAINAGE LOCATION NOT VERIFIED

BY THE TOPOGRAPHIC SURVEY - FOR REFERENCE

ONLY, TO BE VERIFIED BY THE CONTRACTOR

2. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL

AND VERTICAL LOCATION OF ALL EXISTING

UTILITIES PRIOR TO CONSTRUCTION IN ORDER TO

PROVIDE FOR NON-INTERRUPTION OF SERVICE

AND TO ENSURE PROPER CLEARANCES.

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Copyright © 2020 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

ORIGINAL SHEET SIZE: 22" X 34" BID DOCUMENTS

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A1 DEMOLITION PLAN

SCALE:

0 10' 20' 30'

1" = 10'

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Copyright © 2020 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

ORIGINAL SHEET SIZE: 22" X 34" BID DOCUMENTS

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A1 SITE PLAN

SCALE:

0 10' 20' 30'

1" = 10'

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# KEYNOTES:

1. CONCRETE PAD (SEE STRUCTURAL DRAWINGS

FOR DETAILS)

2. 8' CHAIN LINK FENCE

3. 12FT DOUBLE WING ENTRANCE GATE

4. NEW CONCRETE ENCASED UNDERGROUND BUS

DUCT BANK, REFER TO DETAIL C3 SHEET E-501

5. NEW 400 kW GENERATOR WITH BELLY TANK WITH

TYPE 2 ENCLOSURE.

6. DEDUCT NO. 1 - NEW 300 kW GENERATOR WITH

BELLY TANK WITH TYPE 2 ENCLOSURE.

7. GENERATOR CONNECTION BOX

8. LOAD BANK

9. ATS-1 AND ATS-2 IN EXISTING GENERATOR ROOM,

SEE DRAWING EP101

10. MAIN SWITCH BOARD IN EXISTING SWITCHGEAR

ROOM

11. 93" X 61" CONCRETE PAD FOR NEW

TRANSFORMER

12. NEW TRANSFORMER

13. NEW ELECTRIC DUCT FOR TRANSFORMER,

CONTRACTOR TO RE-USE EXISTING IF

APPROPRIATE

14. NEW CONCRETE SIDEWALK, REFER TO CIVIL

DETAIL A1 ON SHEET C-501

LEGEND

PROPOSED UNDERGROUND ELECTRIC

LINE

CONCRETE PAD

ONE FOOT EXISTING CONTOUR LINE

FIVE FOOT EXISTING CONTOUR LINE

EXISTING STORM DRAINAGE

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

CONCRETE SIDEWALK

D D

GENERAL NOTES:

1. EXACT STORM DRAINAGE LOCATION NOT VERIFIED BY

THE TOPOGRAPHIC SURVEY - FOR REFERENCE ONLY,

TO BE VERIFIED BY THE CONTRACTOR

2. SEE STRUCTURAL DRAWINGS FOR DETAILS AND

REINFORCEMENT

3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND

VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR

TO CONSTRUCTION IN ORDER TO PROVIDE FOR

NON-INTERRUPTION OF SERVICE AND TO ENSURE

PROPER CLEARANCES.

4. DEDUCT NO. 1 - DETAIL C4 - 300KW GENERATOR WITH

BELLY TANK. CONCRETE PAD SIZE 20FT 3 1/2IN X 22FT

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TOP OF SLAB ELEVATION

1708.33 FT

Point Table

Point #

Elevation

1708.33

1708.33

1708.33

1708.33

Northing

739919.04

739901.17

739883.69

739901.56

Easting

3038117.67

3038141.04

3038127.67

3038104.31

Description

C1

C2

C3

C4

TOP OF SLAB ELEVATION

1708.33 FT

C4 SITE PLAN - DEDUCT NO. 1

DEDUCT NO. 1 - DETAIL B4

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7'

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK AND PAVING OR

ADJACENT STRUCTURE

EXPANSION JOINTS @ 50' MAX. SPACING

AND AT JUNCTIONS WITH OTHER

STRUCTURES (I.E. CURBS, FOUNDATIONS,

BUILDINGS, ETC.) AND RIGID PAVING.

EXPANSION JOINT

4" THICK CONCRETE (3500 PSI @ 28 DAYS) FINISHED

GRADE

CONTRACTION JOINT SHALL DIVIDE SIDEWALK INTO

SQUARE PANELS. SPACING OF CONTRACTION JOINTS

SHALL EQUAL THE WIDTH OF THE SIDEWALK.

SIDEWALK CAN BE POURED MONOLITHICALLY WITH

LESNI PAD.

CONTRACTION JOINT

NOTE: NOTE:

1/4" RADIUS

FINISH

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

A1 STANDARD SIDEWALK DETAIL

NO SCALE

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Copyright © 2020 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

ORIGINAL SHEET SIZE: 22" X 34" BID DOCUMENTS

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C-501

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SHEET NAMING CONVENTION

E-001A

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DISCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE SUBDIVIDED

INTO AREAS.)

ELECTRICAL GENERAL NOTES:

1. THE WORK SHALL CONFORM WITH ALL REQUIREMENTS OF:

A. NFPA 70-2020 (NATIONAL ELECTRICAL CODE)

B. ANSI C2-2020(NATIONAL ELECTRICAL SAFETY CODE)

C. APPLICABLE LOCAL CODES AND FEDERAL AND STATE LAWS.

2. MINIMUM RACEWAY SIZE SHALL BE 3/4". INCREASE RACEWAY SIZE AS REQUIRED TO LIMIT RACEWAY FILL RATIO TO LESS THAN 40%

FULL.

3. CONTRACTOR SHALL CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND SHALL BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE FOR RECESSED LUMINAIRES AND

CORRECT ROUGH-IN LOCATIONS OF ELECTRICAL CONNECTIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CATALOG NUMBERS ON THESE DRAWINGS TO MATCH WITH MATERIAL

DESCRIPTIONS INDICATED.

5. VERIFY DOOR SWINGS WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN WALL SWITCHES. SWITCHES IN THE SAME LOCATION SHALL BE GANGED TOGETHER IN ONE COMMON BACKBOX AND SHALL HAVE ONE COMMON FACE PLATE.

6. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE A GREEN INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. MULTIPLE BRANCH CIRCUITS IN ONE

RACEWAY REQUIRE ONLY ONE GROUND CONDUCTOR.

7. EXISTING ELECTRICAL WORK (NOT SHOWN) SHALL REMAIN, UNLESS INDICATED OTHERWISE. SHOULD ANY EXISTING ELECTRICAL POWER, LIGHTING OR AUXILIARY CIRCUIT, FEEDER OR EQUIPMENT BE SEVERED, DISCONNECTED OR DELETED IN THE PROCESS OF CONSTRUCTION OR REMODELING WHICH IS DONE AS A RESULT OF CONTRACT PLANS AND SPECIFICATIONS, AND UNLESS SPECIFICALLY DESIGNATED BY THE DRAWINGS TO BE DELETED, THEN SAID CIRCUIT OR FEEDER SHALL BE RESTORED TO WORKING CONDITION. THE RESTORATION SHALL INCLUDE RE-ROUTING, RELOCATION, RECONNECTION OR REPLACEMENT AS MAY BE REQUIRED BY THE NEW WORK. ANY SUCH WORK REQUIRED SHALL BE INCLUDED IN THE CONTRACT AND NO EXTRA

COMPENSATION WILL BE GRANTED.

8. NEW WORK SHALL BE MADE TO TIE INTO THE EXISTING IN A UNIFORM MANNER, SIMILAR ITEMS OF NEW WORK SHALL BE CHECKED AGAINST EXISTING WORK FOR TYPE MOUNTING, MOUNTING HEIGHTS, ETC. ITEMS SHOWN IN NEW WORK AT VARIANCE FROM THE

EXISTING SHALL BE REFERRED TO THE ARCHITECT FOR DECISION BEFORE ROUGH-IN.

9. REFER TO ONE-LINE DIAGRAMS, SCHEDULES AND RISER DIAGRAMS FOR CONDUCTOR AND CONDUIT SIZES NOT SHOWN ON PLANS.

10. PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS ALL APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND

SPECIFICATIONS AND TO FULFILL THE SCOPE OF WORK.

11. DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO DISCONNECT EQUIPMENT FROM ALL CONNECTIONS, REMOVE FROM THE OWNER'S SITE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE

CONTRACTOR'S RESPONSIBILITY.

12. ALL CONDUCTORS ARE COPPER UNLESS SPECIFICALLY NOTED AS ALUMINUM.

13. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCUREMENT OF ANY

MATERIALS AND…