586-20-100 FINAL Drawings Submittal.pdf

GENERAL NOTES_____________________________________________

ABBREVIATIONS______________________________________________

AC AIR CONDITIONING

ACC ACCESSIBLE

ACM ASBESTOS CONTAINING MATERIAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AGF ARCHITECTURAL GLASS FLOORING

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASN ABRASIVE STAIR NOSING

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AWP ACOUSTICAL WALL PANEL

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

BSMT BASEMENT

C COURSE

CB SELF-COVE BASE

CFCI

CONTRACTOR FURNISHED - CONTRACTOR INSTALLED

CF CONDUCTIVE FLOORING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR(ANCE)

CLRM CLASSROOM

CMT CERAMIC MOSAIC TILE

CMTB CERAMIC MOSAIC TILE BASE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CONTR CONTRACT(OR)

CORR CORRIDOR

CPT CARPET(ING)

CR CRASH RAIL

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CUH CABINET UNIT HEATER

CW CASEWORK

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EL ELEVATION

ELEV ELEVATOR

EM ENTRANCE MATS

EMB ELECTRONIC MARKER BOARD

EMER EMERGENCY

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ER EPOXY RESIN

EST ESTIMATE(D)

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXPD EXPOSED

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FG FOOT GRILLE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FLR FLOOR

FT FOOT/FEET

FTG FOOTING

FURN FURNISH(ED) / FURNISHINGS

FWP FABRIC WRAPPED PANEL

GA GAUGE / GAGE

GALV GALVANIZED

GFRC GLASS FIBER REINF CONCRETE

GFRG GLASS FIBER REINF GYPSUM

GL GLASS

GLMT GLASS MOSAIC TILE

GLMU GLASS MASONRY UNIT

GLT GLASS TILE

GST GLASS STAIR TREAD

GWB GYPSUM WALL BOARD

GWB P GYPSUM WALL BOARD PAINTED

GWP EP GYPSUM WALL BOARD EPOXY PAINTED

GYP GYPSUM

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH POINT

HPC HIGH PERFORMANCE COATING

HPL HIGH PRESSURE DECORATIVE LAMINATE

HR HANDRAIL

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING-VENTILATING-AIR CONDITIONING

HWB HEAT WELDING BEAD

ID INSIDE DIAMETER

INST INSTALL(ED)

INSUL INSULATION / INSULATED

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LGT LENGTH

LH LEFT HAND

LIN LINOLEUM

LP LOW POINT

LT LIGHT

LTWT LIGHTWEIGHT

LVT LUXURY VINYL TILE

MACH MACHINE

MARB MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MCM METAL COMPOSITE MATERIAL

MECH MECHANICAL

MES METAL EDGE STRIP

MEZZ MEZZANINE

MFR MANUFACTURER / MANUFACTURED

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MPC METAL PANEL CEILING

MSS METAL SUSPENSION SYSTEM

MTL METAL

MW MILLWORK

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NSMF NON-STRUCTURAL METAL FRAMING

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED - CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED - OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCONC POLISHED CONCRETE

PERF PERFORATE(D)

PL PLATE

PLP PLASTIC PANEL

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRT POLY RESIN TILE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PLSHD POLISHED

PMT PORCELAIN MOSAIC TILE

PNT PAINT(ED)

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R RISER

RAD RADIUS

RAF RESILIENT ATHLETIC FLOORING

RBF RUBBER FLOORING

RBRT RUBBER TILE

RCP REFLECTED CLG PLAN

RD ROOF DRAIN

REF REFER TO / REFERENCE TO

REFG REFRIGERATOR

REINF REINFORCED / REINFORCING

REQD REQUIRED

RES RESILIENT

RESB RESILIENT BASE

REV REVISE / REVISION

RF RESINOUS FLOORING

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RSN RESILIENT STAIR NOSING

RST RESILIENT STAIR TREAD

RT RESILIENT TILE

RTU ROOF TOP UNIT

RV RIGID VINYL

S SEALED

SDF STATIC DISSIPATIVE FLOORING

SECT SECTION

SGT STRUCTURAL GLAZED TILE

SHR SHOWER

SHT SHEET

SIM SIMILAR

SM SPECIALIZED METAL

SOG SLAB-ON-GRADE

SP SAFETY PAD

SPEC SPECIFY / SPECIFICATION

SQ SQUARE

SS SOLID SURFACE / SURFACING

SST STAINLESS STEEL

ST STONE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SOLID VINYL TILE

SWC SPECIAL WALL COATING

SWP SHEET WALL PROTECTION

T TREAD

TB TACK BOARD

TBD TO BE DETERMINED

TEMP TEMPORARY

TER TERRAZZO

TERB TERRAZZO BASE

TEXT TEXTURE

THK THICK(NESS)

TLT TOILET

TOS TOP OF STEEL

TOW TOP OF WALL

TP TANGENT POINT

TS TACKABLE SURFACE

TRSLT TRANSLUCENT

TYP TYPICAL

T&G TONGUE & GROOVE

UC UNDERCOUNTER

UPH UPHOLSTERY

UNO UNLESS NOTED OTHERWISE

VAC VACUUM

VCT VINYL COMPOSITION TILE

VEST VESTIBULE

VET VINYL ENHANCED TILE

VIF VERIFY IN FIELD

VNL VINYL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

WAF WOOD ATHLETIC FLOORING

WC WATER CLOSET

WCV WALL COVERING

WD WOOD

WDWTR WINDOW TREATMENT

WP WORK POINT

WPC WOOD PANEL CEILING

WT WEIGHT

1. ENCLOSE ALL EXPOSED DUCTS, PIPES, CONDUITS, ETC. IN FINISHED SPACE WITH CONSTRUCTION

AND FINISH TO MATCH ADJACENT CONSTRUCTION UNO.

2. PROVIDE ACCESS DOORS OF APPROPRIATE SIZE, TYPE AND FIRE RATING FOR ALL CONCEALED ITEMS THAT REQUIRE ADJUSTMENT, MAINTENANCE, MONITORING, ETC. COORDINATE LOCATIONS

WITH ARCHITECT.

3. DO NOT DETERMINE DIMENSIONS AND SIZE OF THE GRAPHIC REPRESENTATIONS SHOWN ON THE DRAWINGS BY USING MEASURING DEVICES (DO NOT "SCALE"). RELY ON THE NUMERIC DIMENSIONS

SHOWN ON THE DRAWINGS FOR MEASUREMENT.

4. DIMENSIONS ARE TAKEN FROM CENTERLINE OF STRUCTURE, FACE OF CONCRETE OR FINISHED FACE OF PARTITIONS UNO. SEE PARTITION TYPES SHEETS FOR PARTITION THICKNESS AND MATERIALS.

5. CENTER ITEMS IN CEILING PANELS UNO.

6. REFER TO FINISH LEGEND FOR FINISH PLAN SYMBOLS.

REFERENCE SYMBOLS

ROOM NAME

AND NUMBER

OFFICE

ROOM NAME

ROOM NUMBER

PARTITION TYPE IDENTIFIER

A1

DOOR ASSEMBLY

1125A

ROOM NUMBER

SERVED BY DOOR

SUFFIX ADDED IF

MULTIPLE DOOR

SERVE SAME ROOM

A

BORROWED LIGHT

TA-01EQUIPMENT/ACCESORY/

WALL PROTECTION

IDENTIFIER

SEE EQUIPMENT/

ACCESSORIES/WALL

PROTECTION SCHEDULES

AT-1

9' - 0"CEILING IDENTIFIER

CEILING TYPE

CEILING HEIGHT

BUILDING SECTION 1

AS301

SIM.

DETAIL/SECTION

NUMBER

SIMILAR INDICATION

SHEET NUMBER

WALL SECTION 1

AS301

SIM.

DETAIL/SECTION

NUMBER

SIMILAR INDICATION

SHEET NUMBER

DETAIL SECTION 1

AS301

SIM.

DETAIL/SECTION

NUMBER

SIMILAR INDICATION

SHEET NUMBER

AS401

1 1

ELEVATION NUMBER

SHEET NUMBER

ELEVATION

PLAN ENLARGEMENT

OR DETAIL

AS301

SIM.

PLAN OR DETAIL

NUMBER

SIMILAR INDICATION

SHEET NUMBER

LEVEL REFERENCE LEVEL 02

118'-6"

LEVEL DESCRIPTION

LEVEL ELEVATION

STRUCTURAL GRID R

GRID LINE

GRID REFERENCE

REVISION CLOUDED AREA

OF REVISION

REVISION NUMBER

(SHEET SPECIFIC)

NORTH ARROW

SPOT ELEVATION

LVT-1

PT-1

FLOOR TRANSITION TAG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

4/ 4/

:3

4:

P M

1-GI 001

COVERSHEET

REPAIR USP 797/800 DEFICIENCIES IN ROOM D69

G.V. (SONNY) MONTGOMERY

DEPARTMENT OF VETERANS AFFAIRS

MEDICAL CENTER

JACKSON, MISSISSIPPI

PROJECT NO. 586-20-100

INDEX OF DRAWINGS

GENERAL

1 -GI 001 COVER SHEET

ARCHITECTURAL

1 -A 101 PARTIAL BASEMENT & 1st FLOOR PLANS

- LAYOUT/DIMENSIONS

1 -A 102 PARTIAL REFLECTED CEILING PLANS, DEMOLITION PLANS,

1/4" SCALE PLAN ENLARGEMENTS

NOT USED

1 -A 104 PARTITION TYPES, DETAILS

1 -AS501 FINISH 7 DOOR SCHEDULES, DETAILS, TOILET ACCESSORIES,

TOILET ROOM ELEVATIONS

MECHANICAL

M - 001 MECHANICAL SYMBOLS & ABREVIATIONS

MD - 101 MECHANICAL DEMOLITION PLAN - PARTIAL BASEMENT

PLAN

MH - 101 MECHANICAL PLANS - PARTIAL BASEMENT & 1ST FLOOR

PLANS

PLUMBING

ELECTRICAL

CIVIL

1 -C 001 SITE PLAN AND PARTIAL 1st FLOOR PLAN

STRUCTURAL

REPAIR USP 797/800 DEFICIENCIES 586-20-100

12/23/2022

VAMC - JACKSON,MS

Revisions: Date:

IN ROOM D69

L:

\2

1\

-0

-V

A Ph ar m ac y

H oo d-

VA

M ed ic al

C en te r\0

1- D es ig n\

-C om st ru ct io n D oc um en ts

MH - 102 FAN SCHEDULE, VAV CONTROL SCHEMATIC, LABORATORY

EXHAUST FAN CONTROL DIAGRAM

1-E000 ELECTRICAL LEGEND & NOTES

1-E101 ELECTRICAL DEMOLITION AND NEW WORK PLANS

1-E102 BASEMENT & 1ST FLOOR ELECTRICAL REFERENCE PLANS

1-E201 1

4" LARGE SCALE DEMOLITION, LIGHTING, POWER &

COMMUNICATIONS AND FIRE ALARM PLANS

NOT USED

NOT USED

1 -AS601 ICU SLIDING DOOR DETAILS

DOCUMENTS

1 -A 103

PB

D DRAIN MANHOLE

HYDRANT

POWER POLE

PULL BOX

WATER METER

WATER VALVE

SEWER CLEAN OUT

SIGN

TREE

IRRIGATION CONTROL OVERHEAD ELEC.

WATER LINE

FENCE LINE

GAS LINE

SEWER MAIN

SCO

AC AIR CONDITIONER

LIGHT POLE

LEGEND

WV

ICV

W

1' CONTOUR (EXISTING GRADE)

5' CONTOUR (EXISTING GRADE)

1' CONTOUR

W

G

SS

P

X

P

X

EXISTING CONCRETE

SIDEWALK TO BE

REMOVED

SAWCUT SIDEWALK

REGRADE THIS AREA

TO SLOPE AWAY

FROM THE BUILDING

EXISTING DOWNSPOUT

DRAIN LEADER TO BE

REPLACED TO CURB

EXISTING SMOKING SHED

AND SLAB TO BE REMOVED

(BASE BID)

EXISTING DOWNSPOUT

DRAIN LEADER TO

CONNECT TO EXISTIMG

(ALTERNATE BID)

10'-0"

MAX.

'-5

CONTRACTOR TO USE

CLEAN TOPSOIL AS

NEEDED AND SOD.

(BASE BID)

TEMPORARY CONSTRUCTION FENCING

TO SECURE WORK AREA. COORDINATE

LOCATION WITH THE OWNER.

TEMPORARY CONSTRUCTION FENCING

TO SECURE WORK AREA. COORDINATE

EXACT LOCATION WITH THE OWNER.

1 - C 001jse

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

586-20-100

REFERENCE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

1" = 10'-0"1- C001 1 PHARMACY MIX HOOD - PARTIAL 1st FLOOR PLAN/SITE PLAN

KEY PLAN

NTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

L:

\2

1\

-0

-V

A Ph ar m ac y

H oo d-

VA

M ed ic al

C en te r\0

1- D es ig n\

-C om st ru ct io n D oc um en ts

12/23/2022

VAMC - JACKSON,MS

Revisions: Date:

GENERAL NOTES:

1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. ENGINEER DOES NOT WARRANT THE EXACT LOCATION AND DEPTH OF THE U/G UTILITIES ON THESE PLANS AND IT REMAINS THE CONTRACTORS RESPONSIBILITY TO HAVE EXISTING

UTILITIES LOCATED AND MARKED PRIOR TO CONSTRUCTION.

2. PRIOR TO EXCAVATION IN THE PROJECT AREA, CONTRACTOR SHALL HAVE EXISTING UNDERGROUND UTILITIES, (PUBLIC AND PRIVATE) LOCATED AND MARKED AND SHALL VERIFY DEPTH OF SUCH LINES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UTILITIES IN SERVICE UNTIL RELOCATIONS HAVE BEEN COMPLETED.

3. LOCATIONS OF PROPOSED UNDERGROUND SERVICES AND CONNECTIONS ARE APPROXIMATE. CONTRACTOR(S) SHALL MAKE ADJUSTMENTS AS REQUIRED TO MEET EXISTING CONDITIONS WHILE ENSURING PROPER FUNCTION OF

PROPOSED CONNECTIONS.

4. NO SURVEY FOR THE PROJECT AREA HAS BEEN PREFORMED. CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING

CONDITIONS AND PROTECT EXISTING UTILITIES.

5. DISTURBED AREAS WITHIN THE LIMITS OF THE WORK AREA WHICH REQUIRE GRASS SHALL BE SEEDED AND MULCHED UNLESS INDICATED TO REQUIRE SOD. SPECIES TO MATCH EXISTING OR AS APPROVED.

6. WHERE PIPES CROSS, OTHER THAN POTABLE WATER, CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF

SIX INCHES.

7. CONTRACTOR SHALL COMPLETELY REMOVE THE EXISTING SHED STRUCTURE, CONCRETE SLAB AND ANY

CONNECTED UTILITIES AND DISPOSE OF ALL DEBRIS.

8. PARKING FOR THE CONTRACTOR'S PERSONNEL IS RESTRICTED TO THE PERIMETER OF THE VAMC CAMPUS OR WITHIN THE WORK LIMITS SHOWN. IF ADDITIONAL PARKING IS REQUIRED BY THE CONTRACTOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ANY NECESSARY ARRANGEMENTS AND COORDINATION OFF OF THE VAMC

CAMPUS.

GRADING NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE APPROVED DRAWINGS AND APPROVED REVISIONS. ANY CHANGES OR REVISIONS THERETO SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER PRIOR TO

INSTALLATION.

2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. CONTRACTOR SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE

BEEN INSTALLED TO THE SATISFACTION OF THE ENGINEER.

3. ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO FILLING AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETATIVE MATTER AND OTHER OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND UNSTABLE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED AND THEN COMPACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD AND

COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.

4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISHED GRADE TO PROVIDE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, TRIMMED AND PLANTED IN ACCORDANCE WITH THE PLANTING NOTES AND AS DIRECTED BE THE ENGINEER AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATERIALS EXPOSED ON THE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND

DISPOSED OF.

5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF-SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT BEEN CLEARED WITH A NEAT AND

FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.

SITE PLAN DOCUMENTS

nh

NEW LAYOUT PLAN LEGEND

EXISTING PARTITION TO REMAIN

NEW DOOR AND FRAME

AREA NOT IN CONTRACT

NEW METAL STUD PARTITION

RE: PARTITION TYPES

1 2 3 4

J

K

L

M

N

O

'-6

'-6

'-6

'-1 0"

'-1

0"

18'-0" 20'-0" 20'-0"

I

H

'-6

'-6

1 2 3 4

J

K

L

M

N

O

'-6

'-6

'-6

'-1 0"

'-1

0"

18'-0" 20'-0" 20'-0"

I

H

'-6

'-6

G

F

E

H

J

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

PROVIDE NEW

5/8" GYP. BD. AND

4" METAL STUD

FRAMING

HYDRO GROUT EXIST.

CONCRETE RETAIN.

WALL AND SEAL

COAT WITH WATER

PROOFING.

ANTE-

100A

101A 102A

P

'-1 0"

P

'-1

0"

20'-0"

PROVIDE 2 hr FIRE

RATED SHAFT FOR

EXHAUST DUCT TO

NEW EXHAUST DUCT

FROM BIO-CONTAINMENT

ISOLATOR CABINET

PASS THRU 1st FLOOR

ALL FLOOR, BASE AND WALL FINISHES

SHALL BE REPLACED PER THE FINISH

SCHEDULE IN ROOMS 1-100 AND 1-101.

CEILING SUSPENSION SYSTEM AND

ACCOUS. TILES SHALL BE REPLACED

NOTE:

TOILET

ROOM

1-100

WOMEN'S

PROVIDE NEW

2 hr RATED SHAFT

WALL ENCLOSURE

ALL FLOOR, BASE AND WALL FINISHES

SHALL BE REPLACED PER THE FINISH

SCHEDULE IN ROOMS B100, B101 & B102.

NOTE:

TOILET

ROOM

1-101

MEN'S

CEILING SUSPENSION SYSTEM AND

ACCOUS. TILES SHALL BE REMOVED.

L4

SEE FINISH SCHEDULE.

NEW EXHAUST DUCT

FROM BIO-CONTAINMENT

ISOLATOR CABINET

ABOVE BASEMENT CEILING

EXISTING LAVATORY

TO BE REPLACED. SEE

MECHANICAL DWGS.

REMOVE ALL PLUMBING

FIXTURES AND TOILET

ACCESSORIES

REMOVE ALL PLUMBING

FIXTURES AND TOILET

ACCESSORIES

SEE MECHANICAL DWG'S.

1- A 101jse

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

586-20-100

GENERAL NOTES:

1. G.C. SHALL COORDINATE THE INSTALLATION OF ALL BLOCKING FOR OWNER SUPPLIED EQUIPMENT W/ THE

OWNER PRIOR TO INSTALLING.

2. ALL COLUMNS TO BE FACED W/ 5/8" GYP. BOARD ATTACHED TO 7/8" FURRING CHANNELS UNLESS OTHERWISE

NOTED.

3. SEE SHEET 1-A 401 FOR PARTITION TYPE DEFINITIONS.

4. PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS, WHETHER CONTRACTOR OR OWNER SUPPLIED.

5. TYPICALLY NEW PARTITIONS ARE DIMENSIONED FROM FACE OF WALL. FURRED WALLS AND PLUMBING WALLS ARE DIMENSIONED FROM FACE TO FACE OF WALL FINISH OR FROM STRUCTURAL REFERENCE POINT TO FINISH FACE. WHERE PARTITIONS ARE NOT LOCATED BY DIMENSIONS ON THE PLANS, THE LOCATION SHALL BE DETERMINED BY THE INDICATED RELATIONSHIP TO COLUMN FACE, COLUMN CENTER LINE, OR OTHER FIXED

PARTITIONS.

6. WHERE LAVATORIES ARE MOUNTED ON PARTITIONS, METAL STUDS SHALL BE REINFORCED AS REQUIRED.

7. WIDTH OF PLUMBING CHASES, WHETHER SHOWN BY DIMENSION OR NOT SHALL BE DETERMINED BY CLEARANCES REQUIRED AND SHALL BE ADJUSTED AS NECESSARY TO ACCOMMODATE EQUIPMENT USED.

8. ALL FLOORS, WALLS, AND CEILINGS WHICH MUST BE CUT INTO FOR NEW PLUMBING, DUCTWORK, ELECTRICAL COMPONENTS, ETC... SHOULD BE REPAIRED, REFINISHED, AND RESTORED BY THE GENERAL CONTRACTOR. THE INTEGRITY OF THESE SURFACES MUST BE CAREFULLY REPLACED SO AS NOT TO VIOLATE ANY FIRE AND/OR SMOKE SEPARATIONS. THE COST OF MEETING THESE REQUIREMENTS SHALL BE A PART OF THIS CONTRACT.

9. GENERAL CONTRACTOR TO PROVIDE ALL INTERIM LIFE SAFETY MEASURES REQUIRED DURING THE

PERFORMANCE OF THE WORK OF THIS CONTRACT:

TEMPORARY RATED CORRIDORS, SMOKE DETECTORS, EXIT SIGNS, ETC. COST FOR THESE MEASURES SHALL BE

INCLUDED AS A PART OF THIS CONTRACT.

10. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF FIRE AND SMOKE RATED PARTITIONS.

11. GENERAL CONTRACTOR SHALL PATCH AND SEAL TO INDICATED FIRE RATINGS, ALL NEW PENETRATIONS THROUGH RATED PARTITIONS, BOTH NEW AND EXISTING. GENERAL CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL EXISTING UNSEALED PENETRATIONS OR DEFICIENCIES IN EXISTING RATED

WALLS.

12. COORDINATE ALL INTERRUPTION OF SERVICES, DUE TO DEMOLITION AND NEW CONSTRUCTION UNDER THIS

CONTRACT W/ OWNER. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

13. EXERCISE CAUTION DURING DEMOLITION AND NEW CONSTRUCTION TO MAINTAIN ALL EXISTING FIRE RATINGS AT EXISTING SHAFTS AND WALLS TO MAINTAIN EGRESS ROUTES FROM THE BUILDING DURING ALL PHASES OF

CONSTRUCTION.

14. CONTRACTOR SHALL TAKE ALL REQUIRED PRECAUTIONS TO PROTECT ALL ADJOINING PORTIONS OF BUILDING

THAT ARE NOT PART OF THE CONSTRUCTION AND ARE TO REMAIN.

15. DURING THE CONSTRUCTION PERIOD THE FACILITY WILL CONTINUE TO BE IN USE. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SUPPORT FACILITIES THAT ARE REQUIRED TO KEEP FACILITY OPERATIONAL.

ANY DAMAGED UTILITIES SHALL BE PROMPTLY REPAIRED. INTERRUPTION TO UTILITY SERVICES THAT MAY BE REQUIRED BY THE NEW CONSTRUCTION, SHALL NOT BEGIN WITHOUT NOTIFYING THE OWNER 72 HOURS IN ADVANCE AND RECEIVING WRITTEN AUTHORIZATION AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK.

16. NEW EXHAUST DUCTWORK BEING INSTALLED FOR THE BIO-CONTAINMENT ISOLATOR CABINET WILL BE ROUTED ABOVE THE CEILING ON THE BASEMENT LEVEL AND THEN EXTEND UP THROUGH THE 1st FLOOR TO A ROOF MOUNTED CURB AND EXHAUST FAN. CAREFUL COORDINATION IS REQUIRED FOR THE SLAB PENETRATIONS.

DO NOT CUT ANY CONCRETE PAN JOIST OR CONCRETE BEAMS. DUCTWORK SHALL BE ENCLOSED IN 2 HOUR FIRE CONSTRUCTION FROM THE 1st FLOOR SLAB TO THE ROOF SLAB ABOVE. PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED DUE TO THE WORK OF THIS CONTRACT. SEE MECHANICAL/HVAC PLANS FOR ADDITIONAL INFORMATION.

REFERENCE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

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

1 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN- LAYOUT / DIMENSIONS

1/8" = 1'-0"1- A 101 1 PHARMACY MIX HOOD - PARTIAL 1st FLOOR PLAN- LAYOUT / DIMENSIONS

KEY PLAN

NTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

12/23/2022

VAMC - JACKSON,MS

Revisions: Date:

L:

\2

1\

-0

-V

A Ph ar m ac y

H oo d-

VA

M ed ic al

C en te r\0

1- D es ig n\

-C om st ru ct io n D oc um en ts

1-A102

1-A102

1-A102

DEMOLITION PLAN

NEW LAY-OUT PLAN

PARTIAL FLOOR PLANS

1-AS501

LEGEND:

EXISTING PARTITION TO REMAIN

NEW DOOR AND FRAME

AREA NOT IN CONTRACT

NEW METAL STUD PARTITION

RE: PARTITION TYPES

1 2 3 4

J

K

L

M

N

O

'-6

'-6

'-6

'-1 0"

'-1

0"

18'-1" 20'-0" 20'-0"

I

H

'-6

'-6

L

1 2

L

1 2

EXISTING METAL STUD

FRAMING AND 5/8" GYP.

BD. TO BE REMOVED.

EXISTING FLOORING

AND BASE TO BE

REMOVED.

EXISTING CEILING

AND LIGHT FIXTURES

TO BE REMOVED.

GYP. BD. PARTITIONS

TO BE CLEANED TO

ALLOW INSTALLATION

OF NEW FINISHES.

EXISTING METAL STUD

FRAMING AND 5/8" GYP.

BD. TO BE REMOVED.

EXIST. FULL HEIGHT

NON-RATED PARTITION

GENERAL NOTES:

SCI-2G

CART

EXCHANGE

EXIST. WOOD DOOR, HMF

& PARTITION (PARTIAL) TO

EXIST. WOOD DOOR

HMF TO BE REMOVED

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

1 2

O

P

TOILET

ROOM

1-100

WOMEN'S

TOILET

ROOM

1-101

MEN'S

EXISTING PARTITION TO BE REMOVED

EXISTING DOOR AND FRAME

TO BE REMOVED

BE REMOVED. MODIFY OPENING

FOR NEW ALUM/GLASS SLIDING

MODIFY PARTITION FOR

4'-0" X 7'-0" DOOR/HMF

NEW 5/8" GYPSUM BD.

ON SUSPENSION SYSTEM.

FINISH PER SCHEDULE

cg cg cg

O

P

TOILET

ROOM

1-100

WOMEN'S

TOILET

ROOM

1-101

MEN'S

EXIST. SUSPENDED

CEILING SYSTEM TO

BE PATCHED/REPAIRED

ALT. No. 1 - CEILING

BASE BID:

REMOVE AND REPLACE ALL

REINSTALL ALL EXISTING

SUSPENDED CEILING TILES

LIGHTS, EXIT LIGHTS, HVAC

DOOR.

EXIST. WOOD DOOR, HMF

& PARTITION (PARTIAL) TO

BE REMOVED. MODIFY OPENING

FOR NEW ALUM/GLASS SLIDING

DOOR.

PHARM

FRIG

B096

B097

B097

B098

B099

B097

B097

EXISTING STAINLESS STL.

PASS-THRU TO BE REMOVED.

AND CEILING SUSP. SYSTEM

PER FINISH SCHEDULE.

DIFFUSERS AND DEVICES.

VA-P/VA-I

VA-P/VA-I

VA-P/VA-I

EXISTING TOILET

PARTITION TO BE

REMOVED.

TEMP. DEMOLITION PARTITION.

SEAL DUST TIGHT TO FLOOR,

CEILING AND ALL SIDES.

TA-02

TA-03

TA-02

TA-03

TA-04

TA-05

TA-01

TA-06

TA-07

TA-06

TA-01

TA-04

TA-08

TA-08

1-AS501

A

B

1-AS501

A

B

LL

L

L

L LL

1-AS501

EXISTING LIGHT

FIXTURES TO BE

REINSTALLED IN

NEW SUSP. CEILING

ACCESS PANELS SHOWN

FOR REFERENCE ONLY.

PROVIDE AS REQUIRED

GASKETED CEILING

BY THE CONTRACT

DOCUMENTS.

COORDINATE WITH AND

1- A 102jse

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

586-20-100

REFERENCE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

1/8" = 1'-0"1- A 102

1 PHARMACY MIX HOOD - PARTIAL BASEMENT REFLECTED CEILING PLAN

1/4" = 1'-0"1- A 102 4 PHARMACY MIX HOOD - PARTIAL 1st FLOOR - PLAN ENLARGEMENT

KEY PLAN

NTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

12/23/2022

VAMC - JACKSON,MS

Revisions: Date:

L:

\2

1\

-0

-V

A Ph ar m ac y

H oo d-

VA

M ed ic al

C en te r\0

1- D es ig n\

-C om st ru ct io n D oc um en ts

1/4" = 1'-0"1- A 102

2 PHARMACY MIX HOOD - PARTIAL BASEMENT - DEMOLITION PLAN

1/4" = 1'-0"1- A 102

3 PHARMACY MIX HOOD - PARTIAL BASEMENT - PLAN ENLARGEMENT

1/4" = 1'-0"1- A 102 4 PHARMACY MIX HOOD - PARTIAL 1st FLOOR - RCP PLAN

REFLECTED CEILING PLANS

AND PLAN ENLARGEMENTS

NOTE: EQUIPMENT SHOWN SHALL BE VA PROVIDED/VA-INSTALLED - (VA-P/VA-I)

TO COMPLETE THE WORK IN AREAS THAT REMAIN IN USE AND ARE INCLUDED AS A PART OF THIS CONTRACT, THE WORK SHALL BE COORDINATED WITH THE VA FACILITIES/ENGINEERING STAFF.

WORK SHALL BE LIMITED TO THE HOURS OF 5:00pm FRIDAY THROUGH 5:00pm SUNDAY IN THOSE

AREAS.

SEE SHEET 1-AS501 FOR INTERIOR ELEVATIONS AND TOILET ACCESSORIESNOTE:

X

RATED PARTITION (EXISTING)

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) OR (2) LAYERS OF 5/8" GWB

(SEE BELOW)

FINISHED CEILING (SEE RCP)

UNDERSIDE OF DECK

ABOVE

X1

X2

3-5/8"

3-5/8"

4-7/8"

6-1/8"

- N/A

(2) LAYERS GWB EA.

SIDE

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

SOUND

ATTN

BLANKET

STC

N/A

N/A

ACOUSTICAL JOINT SEALANT

M

IN

1/

2"

H

RATED PARTITION

H1

H2

H3

H4

2-1/2"

2-1/2"

3-5/8"

3-5/8"

SEE

PLAN NONE

NONE

2-1/2"

N/A

N/A

N/A

N/A3-1/2"

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

BRACE @ EACH STUD @

48" 0.C. MAX VERT.

FINISHED CEILING (SEE RCP)

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

SEE

PLAN

SEE

PLAN

SEE

PLAN

(1) LAYERS OF 5/8"

GWB AT EACH SIDE

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

ACOUSTICAL JOINT SEALANT

UL U420

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

SOUND

ATTN

BLANKET

STC

N/A

N/A

H6 4" N/A3-1/2"SEE

PLAN 50

C

2 HR RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

FIRE RESISTIVE JOINT SYSTEM

(2) LAYERS OF 5/8" TYPE "X"

GWB AT EACH SIDE

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

FINISHED CEILING (SEE RCP)

FIRE RESISTIVE JOINT

SYSTEM

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

C1

C2

C3

C4

3-5/8"

3-5/8"

4"

4"

6-1/8"

6-1/8"

6-1/2"

6-1/2"

NONE

NONE

3"

3"

N/A

N/A

C5

C6

SCALE: 1 1/2" = 1'-0" UL DESIGN U411

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

6"

6"

8-1/2"

8-1/2"

NONE

3"

N/A

SOUND

ATTN

BLANKET

STC

N/A

N/A

N/A

55 N/A

N/A

N/A

A

1 HR RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

FIRE RESISTIVE JOINT SYSTEM

(1) LAYER OF 5/8" TYPE "X"

GWB AT EACH SIDE

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

FINISHED CEILING (SEE RCP)

FIRE RESISTIVE JOINT

SYSTEM

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

A1

A2

A3

A4

3-5/8"

3-5/8"

4"

4"

4-7/8"

4-7/8"

5-1/4"

5-1/4"

NONE

NONE

3-1/2"

3-1/2"

N/A

N/A

N/A

N/A

SCALE: 1 1/2" = 1'-0" UL DESIGN U465

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

A5

A6

6"

6"

7-1/4"

7-1/4"

NONE

5-1/2"

N/A

N/A

SOUND

ATTN

BLANKET

STC

N/A

N/A

N/A

A4.1 4" 5-1/4" 3-1/2" SMOKE BARRIER45

A6.1 6" 7-1/4" 5-1/2" SMOKE BARRIER45

PARTITION SHEET GENERAL NOTES

PARTITION SHEET KEYED NOTES

1.

2.

3.

4.

5.

6.

7.

NOTE: SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITION

TYPES AS FOLLOWS:

FIRE RATED PARTITIONS OR BARRIERS AND SMOKE BARRIERS :

SEAL IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE DIVISION 07

SPECIFICATION SECTIONS FOR PENETRATION FIRESTOP SYSTEMS AND FIRE

RESISTIVE JOINT SYSTEMS. REFER TO CODE COMPLIANCE DRAWINGS FOR

LOCATIONS.

REFER TO UL DESIGN NUMBER PROVIDED FOR DETAILED CONSTRUCTION

REQUIREMENTS.

SMOKE PARTITIONS (PARTITIONS DESIGNED TO RESIST THE PASSAGE OF

SMOKE):

SEAL COMPLETELY WITH ELASTOMERIC SEALANT. FOR THE LOCATION AND

EXTENT REFER TO CODE COMPLIANCE DRAWINGS.

STC-RATED ASSEMBLIES/SOUND RATED PARTITIONS (ALL PARTITIONS

INDICATED WITH SOUND ATTENUATION BLANKET) :

STC RATINGS ARE BASED ON 25 GAUGE (0.0179" BASE METAL THICKNESS)

MAXIMUM STUDS SPACED AT 16 INCHES ON CENTER. THICKER BASE METAL

OR CLOSER STUD SPACING WILL REDUCE THE STC RATING.

STAGGER LAYERS OF DRYWALL ON OPPOSITE SIDES OF THE WALL BY AT

LEAST 16 INCHES TO OFFSET SEAMS.

STAGGER LAYERS OF DRYWALL ON SAME SIDE OF THE WALL BY AT LEAST

FOUR INCHES TO OFFSET SEAMS.

MAINTAIN A ¼ INCH GAP BETWEEN THE DRYWALL AND THE FLOOR, FILL

WITH ACOUSTICAL JOINT SEALANT.

MAINTAIN A ¼ INCH GAP BETWEEN THE DRYWALL AND THE CEILING, FILL

WITH ACOUSTICAL JOINT SEALANT.

FILL ANY DRYWALL SEAM GREATER THAN ⅛ INCH WITH ACOUSTICAL

JOINTSEALANT.

FILL EACH INDIVIDUAL LAYER OF DRYWALL GAP WITH ACOUSTICAL JOINT

SEALANT BEFORE THE NEXT LAYER OF DRYWALL IS INSTALLED.

OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED ELSEWHERE BY THE

CONTRACT DOCUMENTS.

FOR ALL NON-RATED PARTITIONS, CLOSE THE VOID BETWEEN PARTITION AND

UNDERSIDE OF FLOOR OR ROOF DECK WITH MINERAL WOOL (SAFING

INSULATION) AND PROVIDE 1/2" DEEP NON-SAG ACOUSTICAL JOINT SEALANT,

BEADED.

1.

2.

3.

4.

STC IS BASED ON 20 GAUGE (0.033" BASE METAL THICKNESS) MAXIMUM STUDS.

STC IS BASED ON CEILING WITH MINIMUM 35 CAC.

NON-RATED SOUND PARTITION, USE ACOUSTICAL JOINT SEALANT IN LIEU OF

FIRE RESISTIVE JOINT SEALANT.

PROVIDE ADDITIONAL LAYER LAYER OF 5/8" GWB ON LINER SIDE OF SHAFT

PARTITION. ADDITIONAL LAYER TO EXTEND MIN 6" ABOVE FINISHED CEILING UNO.

E

NON-RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) LAYER OF 5/8" GWB

1-1/2" MINERAL WOOL

INSULATION ATTACHED TO

EXISTING WALL

FINISHED CEILING (SEE RCP)

UNDERSIDE OF DECK

ABOVE

E2 2-1/2" 3-1/8" N/A

LINE OF NEW OR

EXISTING PARTITION

OR SUBSTRATE

NONE

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

DEFLECTION TRACK

ACOUSTICAL JOINT SEALANT

SOUND

ATTN

BLANKET

BRACE FRAMING TO

SUBSTRATE NOT TO

EXCEED 8'-0" O.C.

STC

N/A

2" 3-" 1/8

L

NON-RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) LAYER OF 5/8" GWB

FINISHED CEILING (SEE RCP)

UNDERSIDE OF DECK

ABOVE

L1

L2

L3

1-5/8"

2-1/2"

3-5/8"

2-1/4"

3-1/8"

4-1/4"

NONE

NONE

N/A

N/A

N/A

LINE OF NEW OR EXISTING

PARTITION

OR SUBSTRATE

WHERE CEILING OCCURS, EXTEND GWB

6” ABOVE FINISH CEILING; WHERE NO

CEILING OCCURS, EXTEND GWB TO

UNDERSIDE OF DECK ABOVE AND SEAL

WITH ACOUSTICAL JOINT SEALANT

SEE PLAN FOR DIMENSION

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

DEFLECTION TRACK

NONE

SOUND

ATTN

BLANKET

BRACE FRAMING TO

SUBSTRATE NOT TO

EXCEED 8'-0" O.C.

STC

N/A

N/A

N/A

L4 4" 4-5/8" NONE N/AN/A

M

IN

6"

M

NON-RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) LAYER OF 5/8" GWB

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

FINISHED CEILING (SEE RCP)

UNDERSIDE OF DECK

ABOVE

M1

M2

M3

1-5/8"

2-1/2"

3-5/8"

2-1/4"

3-1/8"

4-1/4"

1-1/2" N/A

N/A

N/A

LINE OF NEW OR

EXISTING PARTITION

OR SUBSTRATE

2"

3"

SEE PLAN FOR DIMENSION

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

DEFLECTION TRACK

ACOUSTICAL JOINT SEALANT

SOUND

ATTN

BLANKET

BRACE FRAMING TO

SUBSTRATE NOT TO

EXCEED 8'-0" O.C.

STC

N/A

N/A

N/A

M4 4" 4-5/8" N/A3" N/A

M6 6" 6-5/8" N/A3" N/A

M4 4" 4-5/8" N/A3" N/A

M6 6" 6-5/8" N/A3" N/A

P

NON-RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) LAYER OF 5/8"

GWB AT EACH SIDE

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

FINISHED CEILING (SEE RCP)

COMPRESSIBLE GASKET

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

P1

P2

P3

P4

3-5/8"

3-5/8"

4"

4"

4-7/8"

4-7/8"

5-1/4"

5-1/4"

NONE

NONE

3"

3"

N/A

N/A

P5

P6

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

3" THICK SOUND ATTENUATION

BLANKETS ABOVE PARTITIONS

SCHEDULED TO RECEIVE BLANKETS

EXTEND INSULATION 2'-0"

EACH SIDE OF PARITION

CENTERLINE

2-1/2"

2-1/2"

3-3/4"

3-3/4"

NONE

3"

N/A

SOUND

ATTN

BLANKET

STC

N/A

N/A

N/A

R

NON-RATED PARTITION

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

(1) LAYER OF 5/8"

GWB AT EACH SIDE

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

FINISHED CEILING (SEE RCP)

ACOUSTICAL JOINT SEALANT

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

R1

R2

R3

R4

3-5/8"

3-5/8"

4"

4"

4-7/8"

4-7/8"

5-1/4"

5-1/4"

NONE

NONE

3-1/2"

3-1/2"

N/A

N/A

N/A

N/A

R5

R6

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

6"

6"

7-1/4"

7-1/4"

NONE

5-1/2"

N/A

N/A

SOUND

ATTN

BLANKET

STC

N/A

N/A

N/A

U

NON-RATED PARTITION

U5 4" 1'- 0" (2) 3-1/2" N/A

SEE SCHEDULE

BELOW FOR DIMENSION

FINISHED FLOOR

ACOUSTICAL JOINT SEALANT

BRACE @ EACH STUD @

48" 0.C. MAX VERT.

FINISHED CEILING (SEE RCP)

DEFLECTION TRACK

UNDERSIDE OF DECK

ABOVE

(1) LAYERS OF 5/8"

GWB AT EACH SIDE

EXTEND GYP. BD. TO

CONSTRUCTION ABOVE

AND SEAL ON SIDE OF

PARTITION WHERE NO

CEILING OCCURS

SOUND ATTENUATION

BLANKET

(SEE SCHEDULE BELOW)

STEEL STUD FRAMING (SEE

SCHEDULE BELOW)

SCALE: 1 1/2" = 1'-0"

TYPE STUD

SIZE

PART.

THICK. KEYED NOTES

SOUND

ATTN

BLANKET

STC

U6 4" VARIES

(RE: PLAN) (2) 3-1/2" N/A45

M

IN

6"

*PARTITION TYPE W/ "I" SUFFIX INDICATES IMPACT RESISTANT

GYPSUM BOARD FROM F/N FLOOR TO 10'-0" ABF - ONE OR BOTH

SIDES OF PARTITION AS INDICATED

*PARTITION TYPE W/ "I" SUFFIX INDICATES IMPACT RESISTANT

GYPSUM BOARD FROM F/N FLOOR TO 10'-0" ABF - ONE OR BOTH

SIDES OF PARTITION AS INDICATED

*PARTITION TYPE W/ "I" SUFFIX INDICATES IMPACT RESISTANT

GYPSUM BOARD FROM F/N FLOOR TO 10'-0" ABF - ONE OR BOTH

SIDES OF PARTITION AS INDICATED

GYPSUM PARTITION. DO

NOT SPAN CONTROL JOINT

WITH STUD FRAMING OR

FINISHES.

SOUND ATTENUATION

INSULATION

CONTROL JOINT

SOUND ATTENUATION

BLANKETS WHERE

INDICATED

1/2"

CONTROL JOINT

FIRE BARRIER SEALANT

MINERAL WOOL

INSULATION

SHAFTWALL PARTITION. DO NOT

SPAN CONTROL JOINT WITH

STUD FRAMING OR FINISHES

FIRE RESISTIVE JOINT

SYSTEM

5/8" TYPE X GWB AT 1 HOUR

SHOWN, 2 LAYERS AT 2

HOUR, SHOWN DASHED

SOUND ATTENUATION

BLANKETS WHERE

INDICATED 1/2"

RE: PARTITION TYPES

STUD SPACING VARIES

DOUBLE GANG 16 GAUGE METAL

STUDS TO DECK ABOVE

RE: PARTITION TYPE FOR STUD SIZE

VE

RI

FY

W

/ O W

NE

R

EQ

UI

P.

VA

RI

ES

VE

RI

FY

W

/ O W

NE

R

EQ

UI

P.

VA

RI

ES

16 GAUGE 6" METAL

STUDS

STRUCTURAL

DECK

STRUCTURAL

DECK

CHANNEL RUNNER

CHANNEL RUNNER

ELEVATION

RE: PARTITION TYPES

STUD SPACING VARIES

PLAN DETAIL

ISOMETRIC

DOUBLE GANG 16 GAUGE METAL

STUDS TO DECK ABOVE

RE: PARTITION TYPE FOR STUD SIZE

16 GAUGE 6" METAL

STUDS

DOUBLE GANG 16 GAUGE METAL

STUDS TO DECK ABOVE

RE: PARTITION TYPE FOR STUD SIZE

16 GAUGE 6" METAL

STUDS

CONTROL JOINT

2 LAYERS 5/8" TYPE X

GYPSUM BOARD

GYPSUM PARTITION. DO NOT

SPAN CONTROL JOINT WITH

STUD FRAMING OR FINISHES.

5/8" TYPE X GWB AT 1 HOUR

SHOWN, 2 LAYERS AT 2

HOUR, SHOWN DASHED

SOUND ATTENUATION

BLANKETS WHERE

INDICATED

1/2"

5/8" GAP

HIGHER

PRIORITY

LOWER

PRIORITY

CONSTRUCTION PRIORITY

TWO HOUR FIRE & SMOKE WALL 1

TWO HOUR FIRE & SHAFT WALL 2

ONE HOUR FIRE & SMOKE WALL 3

ONE HOUR FIRE WALL 4

CORRIDOR WALL 5

NON-RATED WALL 6

LOWER

PRIORITY

GYPSUM PARTITION

SOUND ATTENUATION

BLANKETS WHERE

INDICATED

SEPARATE DEVICES ON OPPOSITE

SIDES OF PARTITIONS A MIN OF 16"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

4/ 4/

:3

7:

P M

1 -A 104

PARTITION TYPES

1 1/2" = 1'-0"1 -A 104 3 control joint at non rated wall

1 1/2" = 1'-0"1 -A 104 4 control joint at rated shaft wall

1/2" = 1'-0"1 -A 104

8 TYPICAL WALL BLOCKING

1 1/2" = 1'-0"1 -A 104 2 control joint at rated gypsum wall

1 1/2" = 1'-0"1 -A 104 7 fire wall intersection priority

1 1/2" = 1'-0"1 -A 104 5 device separation at framed partition

1 1/2" = 1'-0"1 -A 104

6 NOT USED

VAMC - JACKSON,MS

Revisions: Date:

L:\

\21

-0

-V A

Ph ar ma cy

H oo d-

VA

M ed ica l C en ter

\01 -D es ign

\03 -C om str uc tio n D oc um en ts jse

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

586-20-100

12/23/2022

REFERENCE MECHANICAL, PLUMBING AMD ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

B097

B096 NURSE STATION

CHEMO AREA

B098 WOOK ROOM

MATCH

FINISH SCHEDULE LEGEND:

m: MATERIAL f: FINISH

[ ] NOTES

AT ACOUSTICAL CEILING (TILE)

AT (SP)

PLASTIC FINISH)

CBB CONCRETE BACKER BOARD

CMU CONCRETE MASONRY UNIT (UNIT MASONRY)

CPT CARPET TILE

[7]

HIGH BUILD GLAZED COATING (SPECIAL COATING)

[54] PROVIDE WALL GUARDS AND BUMPER GUARDS. SEE FLOOR PLAN.

(SP) ACOUSTICAL CEILING (WITH SPRAYED

CT CERAMIC TILE

EFTR

EX EXISTING

EXP EXPOSED

GWB GYPSUM WALL BOARD

EXISTING FINISH TO REMAIN

LVT LUXURY VINYL TILE

P PAINT (EXTERIOR AND INTERIOR; TRANSPARENT,

PT

QT QUARRY TILE

RB RESILIENT BASE (RUBBER OR VINYL WITH FACTORY

RES RESINOUS FLOORING

PORCELAIN TILE (FLOOR AND BASE)

SEMI-TRANSPARENT AND OPAQUE FINISHES)

FORMED INSIDE AND OUTSIDE CORNERS)

RES-W RESINOUS/EPOXY WALL/CEILING

RSF RESILIENT SHEET FLOORING (CHEMICALLY WELDED SEAMS)

RWC RIGID VINYL WALL COVERING (WALL PROTECTION

S

SC HIGH BUILD GLAZED COATING (SPECIAL COATING)

SP SPECIAL FACED

SS STAINLESS STEEL

SOLID SURFACE

ROLL OR SHEET)

VT VINYL TILE (HIGH CONTENT VINYL)

WSF WELDED SEAM SHEET FLOORING

SVT SOLID VINYL FLOOR TILE

ROOM ROOM NAME FLOOR BASE WALLS

MATERIAL/ FINISH

CEILING CLG. HT. REMARKS

ROOM

WAIN

F I N I S H S C H E D U L E

ABBREVIATIONS:

KEYED NOTES:

EXISTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

V:

\P ub lic

\V A_

C

LC

_s ed dy .rv t

1-AS501

DOOR SCHEDULE, ELEVATIONS REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

VAMC - JACKSON, MS

586-20-100

12/23/2022Revisions: Date:

REPAIR USP 797/800 DEFICIENCIES IN ROOM D69

MTRL.

1st F L O O R D O O R S C H E D U L E D O O R

TYP

100A

NO.

B A

DR.

SIZE MTRL. FNSH.

F1

TYP

2/1-AS501

JAMB

F R A M E

FNSH.

PAINT 1/1-AS501

HEAD THRSH. LABEL

HW 1

HW 2

HDW. REMARKSNO.

DR.

101A 102A

SCALE 1/4" = 1'-0"

DOOR TYPES

ALUMINUM/GLASS DOOR

HEAD DETAIL

8" GYP. BOARD

8" MTL. STUDS

@ 24" O.C.

BATT INSULATION

WHERE INDICATED

ALUMINUM DOOR FRAME

FINISH PER SCHEDULE

4" HD CORE

ALUMINUM DOOR

ACOUSTICAL CAULK

CONTINUOUS @ PERIM.

MTL. CHANNEL

RUNNER

JAMB DETAIL

SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

100A 101A 102A

B 9'-0" X 7'-0" X 4" * CLEARALUM/GLASS 4/1-AS601ALUMINUM ANODIZED 3/1-AS601

4'-0" X 7'-0" X 1 3/4" PAINT

WDW. LITE

B099 CORRIDOR

HOLLOW MTL./GLASS HMF

8" GYP. BOARD

8" MTL. STUDS

@ 24" O.C.

BATT INSULATION

WHERE INDICATED

ALUMINUM DOOR FRAME

FINISH PER SCHEDULE

4" HD CORE

ALUMINUM DOOR

ACOUSTICAL CAULK

CONTINUOUS @ PERIM.

JAMB ANCHOR

DOOR TAG 100A TO BE INTERLOCKED WITH DOOR TAG 101A

Actuator

Recessed Pull

Breakout / Wall

Safety Beams

SX panel can breakout from any point of slide travel with max. 50 lbf.

of force at lock stile

Power Supply for Linear & Belt Dr.

P

Type SX-P

Slide/Swing Panel

SX

Wall Area

9'-0" X 7'-0" X 4" * CLEARALUM/GLASS ALUMINUM ANODIZED DOOR TAG 101A TO BE INTERLOCKED WITH DOOR TAG 100AHW 1

* - BASIS OF DESIGN: HORTON AUTOMATICS - 'PROFILER' SERIES 2000-ADS-2

B101

B100 HOOD ROOM m:GWB

ANTE-ROOM

B102 VESTIBULE

9'-0"

9'-0"

9'-0" m:RES-4

(INTEGRAL BASE 4")

m:RES-4 f:RES-W2 B101

B100

B102 m:GWB

1-100

1-101

WOMEN'S TOILET ROOM

MEN'S TOILET ROOM

m:CT [7]

CERAMIC TILE

m:CT [7]

CERAMIC TILE

m:CT [7] h:4'-0" m:CT/P

PAINT

m:ACT-2 8'-0" match exist. 1-100

1-101m:CT [7]

CERAMIC TILE

m:CT [7]

CERAMIC TILE

m:CT [7] h:4'-0" m:CT/P

PAINT

m:ACT-2 8'-0" match exist.

m:ACT-1

EXISTING

EXISTING EXISTING EXISTING

B097

B096

B098

B099

MATCH EXISTING m:ACT-1

EXISTING

EXISTING EXISTING EXISTING

MATCH EXISTING m:ACT-1

EXISTING

EXISTING EXISTING EXISTING

MATCH EXISTING m:ACT-1

EXISTING

EXISTING EXISTING EXISTING

3'- 0"

1'- 7"

TA-03

TA-04

2'-

3'- 4" �

4'- 0"

TA-01

ADA COMPLIANT PIPE

COVERS AT ALL EXPOSED

LAVATORY PLUMBING

4'-

0"

3'- 4"

2'-

ADA COMPLIANT PIPE

COVERS AT ALL EXPOSED

LAVATORY PLUMBING

3'- 0"

1'- 7"

TA-06

TA-07

MEN'S TOILET ROOM #1-101 - INTERIOR ELEVATIONS

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

WOMEN'S TOILET ROOM #1-100 - INTERIOR ELEVATIONS

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

TA-02

TA-04

TA-02

TA-04

TA-02

TA-03

TA-01 WALL MIRROR - 16"W x 30"H

GRAB BAR - 36"

GRAB BAR - 42"

TA-05

TA-06

TA-04 DISPENSER - TOILET PAPER

DISPENSER - PAPER TOWEL

DISPENSER - FEMININE PRODUCT

TA-08

TA-07 DISPENSER - SOAP

BABY CHANGING STATION

TOILET ACCESSORY SCHEDULE

TAG ITEM

TA-05

TA-01

TA-06

TA-07 TA-03

TA-04

(TA-05 BEYOND)

1-AS501

1-AS501

1-AS501

1-AS501

A B A B

PROVIDED BY INSTALLED BY

C C

C

C O

O

C O

C C

C

C C

C

C C

C - CONTRACTOR

O - VA MEDICAL CENTER

Daltile AveryCT (Floors) Daltile, Decrotive Accents LumiaCT (Walls - Wainscot) Sherwin Williams (color: TBD)Paint (Walls) Armstrong 1352NACT-2 f:RES-W2 m:GWB m:RES-4

(INTEGRAL BASE 4")

m:RES-4 f:RES-W2 m:GWB f:RES-W2 m:GWB m:RES-4

(INTEGRAL BASE 4")

m:RES-4 f:RES-W2 m:GWB f:RES-W2

Resinous Poured in Place Resilient FlooringRES-4 Resinous Specialty Glazed Coating Walls/CeilingRES-W2

(HEAT WELDED WITH ROD)

SECTION/DETAIL AT EXHAUST DUCT CHASE

SCALE: 1 1/2" = 1'-0"

1-AS501

2 HOUR SHAFT WALL

PER UL #415 SYSTEM B

16" DIA. EXHAUST DUCT

COORDINATE PENETRATION

THROUGH FLOOR/ROOF

SLABS WITH EXISTING

CONCRETE FRAMING/PANS.

NOTE:

5/8" GYP. BD. ON 2 1/2"

METAL STUD FRAMING

REFERENCE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

4/1-AS6013/1-AS601

CONSTRUCTION

& DETAILS AND FINISH SCHEDULE

PATCH & REPAIR AS REQ'D.

DUE TO WORK IN THIS AREA.

2 HOUR SHAFT WALL

PER UL #415 SYSTEM B

DO NOT CUT ANY PAN JOIST, BEAMS OR HEADERS IN THE FLOOR OR ROOF SLABS WITHOUT

WRITTEN AUTHORIZATION FROM THE PROJECT STRUCTURAL ENGINEER AND ARCHITECT.

EXISTING CONSTRUCTION

MODIFY AS REQUIRED TO

ACHIEVE FIRE RATING.

MODIFICATION OF LAYOUT

MAY BE REQUIRED.

GENERAL CONTRACTOR SHALL

COORDINATE EXISTING LAVATORY

INSTALLATION AFTER DEMOLITION.

RECONSTRUCT PARTITION AS REQ'D.

NOTE:

TO ACCOMMODATE THE LAVATORY

BLOCKING OR CARRIER.

INSTALL PER UL DESIGN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

IN ASSOCIATION WITH

4/ 4/

:3

7:

P M

VAMC - JACKSON,MS

Revisions: Date:

L:\

\21

-0

-V A

Ph ar ma cy

H oo d-

VA

M ed ica l C en ter

\01 -D es ign

\03 -C om str uc tio n D oc um en ts jse

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

586-20-100

12/23/2022

REFERENCE MECHANICAL, PLUMBING AMD ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

DOCUMENTS

1 -AS601

SLIDING DOOR DETAILS

C

5R C

In te rlo ck

R ai l

C337

C

6R F ac ep la te

C314

C264R

C327R Breakout Interlock

C338R Stop

C233 C330

1 7/8" (48)

Muntin

C337

C336

C.L.

Finish Floor

C

0-

Series 2000 Linear Drive or 2000B Belt Drive

Electric Operator

Door shown in open position Vertical Section

1/8" to 1/2" gap as req'd for Positive/Negative Pressure

1/2" (13)

VERTICAL SECTION

SCALE: 6" = 1'-0"

C300 Jamb

C

In te rlo ck

Smoke Seal

C

Pivot

C

C300 Jamb

C365

Type SX-P shown. P-SX opposite.

C330 Floor Guide

Horizontal Section

Recessed Pull

SX - Slide/Swing Panel

Photoelectric Safety Beams

HORIZONTAL SECTION

SCALE: 6" = 1'-0"

DOUBLE SIDED

TAPE

CAULK

SLOPED ALUMINUM COVER

OVER DOOR HEADER

1-AS501

1-AS501

VFD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% DESIGN

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

Welcon Electrical Consulants, PLLC 14116 Customs Blvd., Suite 111 Gulfport, MS 39503 IN ASSOCIATION WITH

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

VAMC - JACKSON, MS

586-20-100

01/19/2023Revisions: Date: GPW JWH 1-E000

ELECTRICAL LEGEND & NOTES

S

S

ID

I P

M IFO

ER

TS A T E

G

I SSS

P.

OG

YR W ORY

C

PI

K

E SS

GER

R

SI

ET

P FOR

I N

ED

O

LAENGINEER

15175

1 2 3 4

J

K

L

M

N

O

I

H

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

1 2 3 4

J

K

L

M

N

O

I

H

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% DESIGN

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

Welcon Electrical Consulants, PLLC 14116 Customs Blvd., Suite 111 Gulfport, MS 39503 IN ASSOCIATION WITH

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

VAMC - JACKSON, MS

586-20-100

01/19/2023Revisions: Date: GPW JWH 1-E101

ELECTRICAL DEMOLITION AND

NEW WORK PLANS

1/8" = 1'-0"1- E101

1 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ELECTRICAL DEMOLITION PLAN

NTS

KEY PLAN

1/8" = 1'-0"1- E101

2 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ELECTRICAL NEW WORK PLAN

S

S

ID

IP

M IFO

ER

TS A T E

G

I SS S

P.

OG

YR W ORY

C

PI

K

E SS

GER

R

SI

ET

P FOR

I N

ED

O

1 2 3 4

J

K

L

M

N

O

I

H

1 2 3 4

J

K

L

M

N

O

I

H

G

F

E

H

J

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

P P

TOILET

ROOM

1-100

WOMEN'S

TOILET

ROOM

1-101

MEN'S

VFD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% DESIGN

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

Welcon Electrical Consulants, PLLC 14116 Customs Blvd., Suite 111 Gulfport, MS 39503 IN ASSOCIATION WITH

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

VAMC - JACKSON, MS

586-20-100

01/19/2023Revisions: Date: GPW JWH 1-E102

PARTIAL REFERENCE PLANS

1/8" = 1'-0"1- E102 2 PHARMACY MIX HOOD - PARTIAL 1st FLOOR PLAN - ELECTRICAL REFERENCE

1/8" = 1'-0"1- E102

1 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ELECTRICAL REFERENCE

NTS

KEY PLAN

S

S

ID

IP

M IFO

ER

TS A T E

G

I SS S

P.

OG

YR W ORY

C

PI

K

E SS

GER

R

SI

ET

P FOR

I N

ED

O

L

1 2

L

1 2

SCI-2G

HELMERINCCART

EXCHANGE

CART

EXCHANGE

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

PHARM

FRIG

L

1 2

SCI-2G

HELMERINCCART

EXCHANGE

CART

EXCHANGE

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

PHARM

FRIG

L

1 2

SCI-2G

HELMERINCCART

EXCHANGE

CART

EXCHANGE

HOOD

ROOM

B100

VESTIBULE

B102

ROOM

B101

ANTE-

PHARM

FRIG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% DESIGN

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

MECHANICAL/ELECTRICAL ENGINEER

Sanders Engineering, Inc.

604 Hwy. 80 W., Suite J Clinton, MS 39056

Welcon Electrical Consulants, PLLC 14116 Customs Blvd., Suite 111 Gulfport, MS 39503 IN ASSOCIATION WITH

REPAIR USP 797/800 DEFICIENCIES

IN ROOM D69

VAMC - JACKSON, MS

586-20-100

01/19/2023Revisions: Date: GPW JWH 1-E201

ENLARGED ELECTRICAL PLANS

1/4" = 1'-0"1- E201

1 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ENLARGED ELECTRICAL DEMOLITION

1/4" = 1'-0"1- E201

2 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ENLARGED NEW LIGHTING

1/4" = 1'-0"1- E201 3 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ENLARGED NEW POWER & COMMUNICATIONS

1/4" = 1'-0"1- E201 4 PHARMACY MIX HOOD - PARTIAL BASEMENT PLAN - ENLARGED NEW FIRE ALARM & MECH. SYSTEMS

LUMINAIRE SCHEDULE

MARK LAMPS MOUNTING DESCRIPTION MANUFACTURER EQUALS

C1 LED RECESSED CEILING LED, 6" RECESSED CAN GOTHAM EVO6-40/15-6AR-MWD-LSS-MVOLT-EZ10 OR APPROVED EQUAL

F1 LED RECESSED CEILING LED, 1x4 RECESSED, MEDICAL GRADE, DISINFECTION FIXTURE WITH FLANGE KIT KENALL LIGHTING CSED0IC-14-75I/50L-43K8-DCC-DV-5F-2H-SYM OR APPROVED EQUAL

F2 LED RECESSED CEILING LED, 2x4 FLAT PANEL LITHONIA EPANL-2x4-6000-80CRI-40K-MIN10-ZT-MVOLT OR APPROVED EQUAL

X1 RED LED WALL/CEILING EXIT EGRESS - 1 SIDE - EDGE LIT - ALUMINUM HOUSING LITHONIA EDGR-1-R-EL-SD

NOTE: LLUMINAIRES SHOWN ON LIFE SAFETY CIRCUIT SHALL BE UNSWITCHED.

S

S

ID

I P

M IFO

ER

TS A T E

G

I SS S

P.

OG

YR W ORY

C

PI

K

E SS

GER

R

SI

ET

P FOR

I N

ED

O