Drawings Part 1 of 3 C-SCA 621-22-106 .pdf

BUILDING 77

2N D

S T

R E

E

TPROPOSED

CRANE LOCATION

PROPOSED

CONSTRUCTION

TRAILER AND

LAYDOWN AREA

1ST STREET

PROJECT LOCATION

BLDG 77 & 205

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:2

P

M

GI000

COVER SHEET

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

JAMES H. QUILLEN

VA MEDICAL CENTER

DRAWING LIST

Sheet

Number Sheet Name

GENERAL

GI000 COVER SHEET

GI001 ABBREVIATIONS AND GENERAL DETAILS

GI002 FIRST AND SECOND FLOOR OVERALL AND CODE PLANS

STRUCTURAL

S101 STRUCTURAL PLANS AND DETAILS

ARCHITECTURE

AD101 DEMOLITION PLANS

AE101 FLOOR, REFLECTED CEILING AND ROOF PLANS

AE601 DOOR DETAILS AND SCHEDULES

FIRE PROTECTION

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN

PLUMBING

PL101 PLUMBING PLANS

PL501 PLUMBING DETAILS, SCHEDULES, & ISOMETRICS

MECHANICAL

M001 MECHANICAL LEGEND

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MH101 FIRST FLOOR MECHANICAL PLAN - HVAC

MH102 SECOND FLOOR MECHANICAL PLAN - HVAC

MH103 MECHANICAL ROOF PLAN - HVAC

MP101 FIRST FLOOR MECHANICAL PLAN - PIPING

MP102 SECOND FLOOR MECHANICAL PLAN - PIPING

MP103 MECHANICAL ROOF PLAN - PIPING

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M701 MECHANICAL CONTROLS

ELECTRICAL

E001 LEGEND AND ABBREVIATIONS

ED101 FIRST & SECOND FLOOR DEMOLITION PLAN

EL101 FIRST & SECOND FLOOR NEW LIGHTING PLAN

EP101 FIRST FLOOR NEW POWER PLAN

EP103 ROOF NEW POWER PLAN

EY101 FIRST FLOOR NEW TECHNOLOGY PLAN

E500 ELECTRICAL DETAILS

CONSTRUCT CONTAINMENT SEGREGATED

COMPOUNDING AREA (C-SCA)

# 621-22-106

DEPARTMENT OF VETERANS AFFAIRS

LAMONT ST & VETERANS WAY, JOHNSON CITY, TN 37604

NTS

VICINITY MAP

A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

B. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

C. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS. REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT AND COR IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED

D. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION

E. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE C.O.R. PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL

SUBMIT AN RFI FOR ANY DISCREPANCIES.

F. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND

THE MANUFACTURER’S INSTRUCTIONS.

G. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE COR TO

OBTAIN A MINIMUM STANDARD OF QUALITY.

H. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

I. THE CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

J. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

K. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

L. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO

ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

M. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES, INCLUDING BETWEEN FINISH CONTRACTOR AND ELECTRICAL, ON ALL LIGHT

FIXTURES, WIRING, AND FINISHES

N. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

O. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

P. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW

MATERIALS.

Q. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY. ALL FIRE RATED WALL AND FLOOR PENETRATIONS MUST COMPLY WITH

ASTM-E814.

R. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

S. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

T. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH EXISTING

ADJACENT CONSTRUCTION.

U. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.

V. LABEL ALL RATED PARTITIONS (FIRE & SMOKE) ABOVE THE CEILING, ON BOTH SIDES OF THE WALL.

W. USE 5/8" FIRE RATED GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS AT 8" O.C. ON EDGES AT 12" O.C. IN FIELD PER UL DESIGN

NUMBERS LISTED.

X. CONSTRUCTION RELATED COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE RECOMMENDATIONS TO THE CONTRACTING OFFICER REPRESENTATIVE ON HOW TO PROCEED

WITH THE TASK.

Y. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION AS WELL AS TO ALLOW THE FACILITY TO OPERATE DURING CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL TAKE TO

MINIMIZE IMPACT INCLUDE

1. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED BETWEEN THE

HOURS OF 5:00 PM AND 6:00 AM.

2. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF MINIMAL IMPACT.

G E N E R A L N O T E S

N N N

1/2" = 1'-0"

SITE PLAN - CONTRACTOR STAGING AREA

NTS

MT. HOME VA CAMPUS SITE PLAN

No. Revisions: Date:

BID DOCUMENTS 9/08/2021

5/8" GYPSUM BOARD

3-5/8" 16 GA COLD-FORMED

STEEL FRAMING

TYPE 1

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF 3-5/8"

16 GA. COLD-FORMED STEEL

FRAMING @ 16" O.C. EXTEND STUDS

AND BOARD 10' 0" ABOVE FINISHED

FLOOR ELEVATION.

TYPE 2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON OCCUPIED SIDE OF

3-5/8" 16 GA. COLD-FORMED STEEL

FRAMING @ 16" O.C. EXTEND STUDS

AND BOARD 10' 0" ABOVE FINISHED

FLOOR ELEVATION. HOLD OFF

EXISTING WALL 1" .

3-5/8" 16 GA COLD-FORMED

STEEL FRAMING

5/8" GYPSUM BOARD

3 1/2" ACOUSTIC INSULATION

1"

EXISTING WALL

CLIP TO EXISTING WALL AT

60" O.C.

5/8" GYPSUM BOARD

2-1/2" 16 GA COLD-FORMED

STEEL FRAMING

TYPE 3

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON OCCUPIED SIDE OF

2-1/2" 16 GA. COLD-FORMED STEEL

FRAMING @ 16" O.C. EXTEND STUDS

AND BOARD 10' 0" ABOVE FINISHED

FLOOR ELEVATION. HOLD OFF

EXISTING COLUMN 1".

4 7/8"

5 1/4" 4 1/8"

1" CLEARANCE AT COLUMN

CLIP TO EXISTING COLUMN

AT 60" O.C.

EXISTING COLUMN

1"

MIN

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

LINES OF REQUIRED

CLEARANCE

5"

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA &

OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/ SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

CEILING TAG WITH HEIGHT

DETAIL SECTION NUMBER W/ SHEET NUMBER

NORTH ARROW

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

CONTRACTOR FURNISH/

OWNER INSTALL

C.F.O.I.

C.F.C.I. CONTRACTOR FURNISH/

CONTRACTOR INSTALL

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS

CW. CURTAINWALL

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

Name

Elevation

150 SF

S Y M B O L S

N

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

SOLID WOOD DOORS.W.D.

Room Name

0' - 0"

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

PAPER TOWEL DISPENSER

WALL MOUNTED

SOAP DISPENSER

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

M A

X A

F F

3'

-4

A B

O V

E S

IN

K

T O

B

/O R

E F

L.

S

U R

F A

C E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:2

P

M

GI001

ABBREVIATIONS AND GENERAL

DETAILS

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

1/2" = 1'-0"

TYP. ACCESSIBLE LAVATORY CLEARANCE

1/2" = 1'-0"

TYP FIXTURES AND ACCESSORIES

F

B

D

F

H

1 3 5

ZZ

YY

XX

7.1 6.1

G

ELECTRICAL ROOM

FA126A

MECHANICAL ROOM

FB160

ELEVATOR

E1

TELE COMM

FB137

PRIVATE INFUSION

J144

PRIVATE INFUSION

J145

PATIENT TOILET

J146

MENS TOILET

J141

CORRIDOR

80 SF

VESTIBULE

G101D

73 SF

C-SCA

G101E

76 SF

EQUIPMENT ROOM

G101F

1731 SF

NON-HAZARDOUS

PHARMACY STORAGE

G101

AE101

170' TRAVEL DISTANCE TO EXIT

FE

FE

' C

O M

M O

N P

A T

H O

F T

R A

V E

L

(M A

X

IM

U M

(MAXIMUM 300')

L E G E N D:

EXISTING 2-HOUR FIRE

RATED BARRIER

NOT IN CONTRACT

FE

EXISTING FIRE

EXTINGUISHER

EXISTING EXIT SIGN

A. EGRESS PATHS AND PATH OF TRAVEL SHALL NOT BE AFFECTED

DURING SCOPE OF WORK. CORRIDORS CLOSED FOR

CONSTRUCTION SHALL NOTE IMPEDE EGRESS IN CASE OF

EMERGENCY. REFER TO GI002 FOR CODE INFORMATION.

B. ALL EXISTING SPACES WITHIN THIS PROJECT MEET TRAVEL

DISTANCE REQUIREMENTS.

C. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR MORE INFORMATION.

D. CONTRACTOR SHALL PROVIDE CONSTRUCTION AND INFECTION CONTROL

BARRIERS AROUND WORK ZONES IN ACCORDANCE WITH THE

SPECIFICATIONS.

G E N E R A L N O T E S:

2021 NFPA 101 LIFE SAFETY CODE REVIEW

BUILDINGS 77 / 205

SUMMARY: THE WORK IN THIS SPACE IS LIMITED TO ADDED THREE ROOMS WITHIN AN EXISTING BUSINESS USE TO CREATE PHARMACY STORAGE USES (NON-HAZARDOUS). ANCILLARY WORK WILL BE TO CONNECT THIS SPACE TO ITS DEDICATED MECHANICAL SYSTEM, WHICH INVOLVES FLOOR AND ROOF PENETRATIONS. A RATED FLOOR PENETRATION IS REQUIRED, BUT NO RATED WALLS ARE REQUIRED IN THIS PROJECT. THE SPRINKLER SYSTEM WILL BE MODIFIED TO ACCOMMODATE THE THREE

ROOMS CREATED.

AREA OF WORK = 820 SF

CHAPTER 3 DEFINITIONS

3.3.32.2 SMOKE BARRIER. A CONTINUOUS MEMBRANE, OR A MEMBRANE WITH DISCONTINUITIES CREATED BY PROTECTED OPENINGS, WHERE SUCH MEMBRANE IS DESIGNED AND CONSTRUCTED TO RESTRICT THE MOVEMENT OF SMOKE.

CHAPTER 6 -CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENT

6.1.5 EXISTING BUSINESS OCCUPANCY (CHAPTER 39) – NO CHANGE

6.2.2 HAZARD CLASSIFICATION: ORDINARY - NO CHANGE

CHAPTER 7-MEANS OF EGRESS: NO CHANGE

7.3.1.2 OCCUPANT LOAD OF SPACE

BUSINESS USE: (150 GSF / OCCUPANT) EXISTING, NO CHANGE.

CHAPTER 8 -FEATURES OF FIRE PROTECTION: NO CHANGE

8.5.3. FIRE BARRIERS AS SMOKE BARRIERS

A FIRE BARRIER SHALL BE PERMITTED TO BE USED AS A SMOKE BARRIER, PROVIDED THAT IT MEETS THE REQUIREMENTS OF

SECTION 8.5.

CHAPTER 9 -BUILDING SERVICE AND FIRE PROTECTION EQUIPMENT:

MODIFICATION OF EXISTING SPRINKLER IN ACCORDANCE WITH SECTION 9.7.

CHAPTER 10 -INTERIOR FINISH, CONTENTS, AND FURNISHES

10.2.3.1 INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA 286.

10.2.3.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 286 AND

COMPLY WITH 10.2.3.2.

10.2.3.1.2 MATERIALS TESTED IN ACCORDANCE WITH 10.2.3.1.1 AND COMPLYING WITH 10.2.3.2 SHALL BE CONSIDERED ALSO TO COMPLY WITH THE REQUIREMENTS OF CLASS A, CLASS B, OR CLASS C IN ACCORDANCE WITH 10.2.3.3

10.2.3.2. ACCEPTANCE CRITERIA FOR NFPA 286

(1) DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO THE CEILING.

(2) THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR CEILING.

(3) FLASHOVER, AS DESCRIBED IN NFPA 286, SHALL NOT OCCUR.

(4) THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW.

(5) FOR NEW INSTALLATIONS, THE TOTAL SMOKE RELEASED THROUGH-OUT THE TEST SHALL NOT EXCEED 1000 M2.

10.2.3.3 INTERIOR WALL AND CEILING - CLASSIFICATIONS CHARACTERISTICS.

(1) CLASS A: FLAME SPREAD: 0-25; SMOKE DEV. : 0-450.

(2) CLASS B: FLAME SPREAD: 26-75; SMOKE DEV. : 0-450

(3) CLASS C: FLAME SPREAD: 76-200; SMOKE DEV. : 0-450

10.2.8.1 WALL AND CEILING FINISHES, WHERE SPRINKLED:

CLASS C PERMITTED IN ANY LOCATION WHERE CLASS B IS REQ’D.

CLASS B PERMITTED IN ANY LOCATION WHERE CLASS A IS REQ’D.

CHAPTER 39 -EXISTING BUSINESS OCCUPANCIES

39.2.5.2.1 COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT ON A STORY PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1)

39.2.6.3. TRAVEL DISTANCE TO EXITS

TRAVEL DISTANCE SHALL NOT EXEED 300 FT IN BUSINESS OCCUPANCIES PROTECTED THOUGHOUT BY AN AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH SECTION 9.7.

C O D E N O T E S:

B

D

F

H

1 2 3 5

ZZ

YY

XX

7.1

G

ELEVATOR

E1

WAREHOUSE

G201

230' TRAVEL DISTANCE TO EXIT

30' COMMON PATH OF TRAVEL

FE

(MAXIMUM 100')

(MAXIMUM 300')

TO ROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:2

P

M

GI002

FIRST AND SECOND FLOOR

OVERALL AND CODE PLANS

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

N

1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

No. Revisions: Date:

BID DOCUMENTS 9/08/2021

N

1/8" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

3 5

EX. W21X44

EX. W21X44

E X

W

X

E X

W

X

/8

/8

1' - 4"

1' - 2 1/2"

R E

F

/8

/2

NEW OPENING

COORDINATE W/ MECHANICAL

L4X4X1/4

C

S101

D

S101

D

F

H

K

3 5

NEW AHU

REFER TO MECHANICAL

NEW CHILLER

REFER TO MECHANICAL

R E

F

EX. W21X44

EX. W21X44

EX. W21X44

E X

G E

X

G

E X

G E

X

G

E X

G E

X

G

E X

G

EX. W21X44

24KCS3

24KCS3

24KCS3

24KCS3

24KCS3

24KCS3

24KCS3

24KCS3

24KCS3

REF.

1' - 0"

7' - 11"

33' - 0"

EX. CROSS BRACING

EX. CROSS BRACING

EX. CROSS BRACING

EX. CROSS BRACING

R E

F

/2

REF.

1' - 1"

9' - 5 1/2"

/2

R E

F

13' - 3 1/2"

REF.

1' - 5"

L4X4X1/4

(TYP. 4 PLACES)

L4X4X1/4

(TYP. 4 PLACES)

L4X4X1/4

(TYP. 4 PLACES)

A

S101

A

S101

A

S101

B

S101

NEW OPENING

NEW OPENING

NEW OPENING

B

S101

B

S101

EXISTING EXISTING

OPNG

SEE PLAN

L4

3/16

3/16

TIE ANGLE TO DECK W/ #12 TEK

SCREWS W/ NUT @ 12" O.C.

OPNG

SEE PLAN

(TYP.)

0' - 2 1/2"

EXISTING METAL

DECK

TIE ANGLE TO DECK W/ #12 TEK

SCREWS W/ NUT @ 12" O.C.

F

EXISTING EXISTING

3/16

3/16

L4

TIE ANGLE TO CONCRETE DECK W/

3/8" ANCHORS (HILTI KH-EZ C OR

EQUAL) W/ 2-1/2" EMBED. @ 12" O.C.

2' - 6 1/2"

OPENING

4' - 8 7/8"0' - 3 1/4"

EXISTING CONCRETE

ON METAL DECK

EXISTING CONCRETE

ON METAL DECK

TIE ANGLE TO CONCRETE DECK W/

3/8" ANCHORS (HILTI KH-EZ C OR

EQUAL) W/ 2-1/2" EMBED. @ 12" O.C.

EXISTING

1' - 2 1/2"1' - 4"(TYP.)

0' - 2 1/2"

L4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:4

P

M

S101

STRUCTURAL PLANS AND

DETAILS

09/15/2021 PM CL

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

1/4" = 1'-0"

SECOND FLOOR FRAMING PLAN

1/4" = 1'-0"

ROOF FRAMING PLAN

A. COORDINATE ALL OPENING LOCATIONS AND SIZES WITH MECHANICAL.

B. ALL STRUCTURAL STEEL ANGLES TO BE ASTM A36. ALL BOLTED CONNECTIONS TO BE ASTM

A325N.

C. CONTRACTOR SHALL FEILD VERIFY ALL NEW ROOF AND FLOOR PENETRATIONS AVOID

EXISTING STRUCTURAL MEMBERS.

G E N E R A L N O T E S:

1/2" = 1'-0" A

SECTION

3/4" = 1'-0" B

SECTION

1/2" = 1'-0" C

SECTION

1/2" = 1'-0" D

SECTION

D

D D F F

B

D

F

3 5

ZZ

YY

XX

7.1

ELEVATOR

E1

CANTEEN RETAIL

G101 1

ELECTRICAL ROOM

FA126A

B

D

F

3 5

ZZ

YY

XX

7.1

ELEVATOR

E1

STORAGE

G201

ELECTRICAL ROOM

FA126A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:1

P

M

AD101

DEMOLITION PLANS

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

N

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

N

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

THESE NOTES APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL CONTRACTORS AND / OR SUBCONTRACTORS THAT WORK WITHIN

THE BUILDING.

A. ALL MATERIALS INDICATED AS DASHED ARE TO BE REMOVED. THIS INCLUDES ALL FINISHES AND MATERIALS NOT SPECIFICALLY CALLED OUT BUT PERTAINING TO THE INTENDED SCOPE. CONTRACTOR TO COORDINATE ALL ASSOCIATED WORK BETWEEN ALL

TRADES.

B. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. THESE DEMOLITION SHEETS SHALL SERVE TO AID THE CONTRACTOR IN THE EVALUATION OF THE EXTENT OF DEMOLITION: BUT SHALL

NOT BE HELD TO BE ALL INCLUSIVE.

C. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO ENSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE

COMPROMISED, NOTIFY THE COR IMMEDIATELY.

D. ALL CONSTRUCTION AREAS ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN BY THE CONTRACTOR - DAILY.

E. CONTRACTOR SHALL COORDINATE EXTENT OF DEMOLITION WORK REQUIRED WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

F. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO MATCH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

G. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT

OCCUPIED SPACES.

H. CONTRACTOR SHALL MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES. COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST BE COMPROMISED.

I. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER THE ILSM PLAN. THE ROUTES

MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

J. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED & REMAIN.

K. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE

WITH NEW FINISH MATERIAL MANUFACTURER'S RECOMMENDATIONS.

L. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED SHALL BE REROUTED AS REQUIRED TO FACILITATE THE

NEW PLAN CONFIGURATION.

M. ALL UTILITY SYSTEM & OTHER COMPONENTS THAT ARE SCHEDULED FOR DISCONNECTION AND REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL PENETRATIONS AT FLOORS, ROOF, ETC. "DISCONNECT CAP & ABANDON IN PLACE" IS NOT ACCEPTABLE - UNLESS SPECIFICALLY NOTED OTHERWISE ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENETRATIONS RESULTING FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN ACCORDANCE WITH NFPA FOR THE

NECESSARY RATING PROTECTIONS.

N. REFER TO FLOOR PLANS FOR NEW SINK LOCATION. COORDINATE LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING

THRU JOIST.

O. ALL CUTTING AND PATCHING REQUIRED FOR NEW MECHANICAL AND ELECTRICAL WORK IN ALL EXISTING SPACES SHALL BE BY

THE RESPECTIVE CONTRACTORS.

P. MATCH ALL FINISHED WALL THICKNESS WHERE NEW WALLS OCCUR IN LINE WITH EXISTING WALLS WHILE MAINTAINING REQUIRED

WALL RATING.

Q. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE

ADJACENT OCCUPIED SPACES. FIRE BARRIERS SHALL BE 1-HR RATED.

R. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING

MEMBERS AND SYSTEMS AT ALL TIMES.

S. REMOVAL OF A PARTICULAR ITEM SHALL INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING

BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.

T. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL

PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

U. NEW OPENINGS IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

G E N E R A L D E M O L I T I O N N O T E S:

D R A W I N G N O T E S :

1 STORAGE RACKS REMOVED BY VA PERSONNEL AHEAD OF CONSTRUCTION.

2 REMOVE EXISTING CHAIN LINK GATE, FENCE, AND ASSOCIATED CONNECTIONS - PATCH FLOOR AND MAKE SMOOTH.

3 REMOVE PORTION OF EXISTING COMPOSITE METAL DECK FLOOR SHOWN AS DASHED - COORDINATE OPENING WITH

EXISTING STRUCTURAL - SEE NEW WORK PLANS

BID DOCUMENTS 9/15/2021

A

A

A

F

A

F F

B

D

F

3 5

ZZ

YY

XX

7.1

9' - 6"

ELEVATOR

E1

VESTIBULE

G101D

C-SCA

G101E

NON-HAZARDOUS

PHARMACY STORAGE

G101

EQUIPMENT ROOM

G101F

1 2

AE101 57

D

F

3 5

ZZ

7.1

ELEVATOR

E1

WAREHOUSE

G201

AE101

AE101

AE101

D

F

H

3 5

ZZ

YY

7.1

AE601

AE601

Sim

18' - 2" +/-

18' - 7 1/2" +/-

B

D

F

2 3 5

ZZ

YY

XX

7.1

9' - 0"

9' - 0"

ELEVATOR

E1

NON-HAZARDOUS

PHARMACY STORAGE

G101

EQUIPMENT ROOM

G101F

2' - 9"

17' - 8"

7' - 7" 2

2' - 9"

73 SF

C-SCA

G101E

80 SF

VESTIBULE

G101D

B-2

31" 21" 56"

16"

P-2 P-2 P-2

B-2

P-2

B-2

P-2

EXISTING CMU WALL

L2X2X1/4

(4) 3/8 EXPANSION

ANCHORS W/ 3" EMBED.

3/16

(2) 3/8 EXPANSION ANCHORS

W/ 3" EMBED.ONE BOLT CONNECTION

3" FENCE POST

W/ BASE AND CAP

5' - 0"

3/16

1/8" X 24" HIGH KICKPLATE

BOTH SIDES

(4) 3/8 EXPANSION

ANCHORS W/ 3" EMBED.

(TYP. EACH POST)

TENSION BAR W/

TENSION BAND

3" FENCE POST

W/ BASE AND CAP

CHAIN LINK FABRIC

GATE LATCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:1

P

M

AE101

FLOOR, REFLECTED CEILING AND

ROOF PLANS

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

N

1/4" = 1'-0"

ENLARGED FIRST FLOOR PLAN

N

1/4" = 1'-0"

ENLARGED SECOND FLOOR PLAN

N

1/8" = 1'-0"

ROOF PLAN

A. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE

RESISTANCE DIRECTORY.

B. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.

C. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR FINISHED ELEVATION OF WALLS OR SURFACES UNLESS NOTED OTHERWISE.

D. CONTRACTOR TO PROVIDE ALL RELATED FASTENERS, TRIM AND ACCESSORIES FOR INSTALL PRODUCTS PER MANUFACTURER'S

WRITTEN INSTRUCTIONS.

E. REFER TO DEMOLITION DRAWINGS, IF ANY, FOR WORK REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

F. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY OF ADJACENT PERPENDICULAR WALLS UNLESS NOTED OTHERWISE.

G. REFER TO LIFE SAFETY DRAWINGS FOR ADDITIONAL FIRE / SMOKE RATING REQUIREMENTS.

H. REFER TO M.E.P. DRAWINGS FOR ADDITIONAL M.E.P. SPECIFIC INFORMATION.

I. EXISTING CONSTRUCTION TO REMAIN. EXTERIOR WALLS AND COLUMN ENCLOSURES SHALL BE PATCHED AS REQUIRED TO

MATCH ADJACENT NEW CONSTRUCTION AND RECEIVE NEW FINISHES.

J. ALL SMOKE BARRIER WALLS ARE TO EXTEND FROM BACK SIDE OF EXTERIOR WALL SHEATHING OR ANOTHER SMOKE BARRIER

WALL

K. COLD-FORMED STEEL FRAMING SUPPLIER SHALL PROVIDE ENGINEERED DRAWINGS.

L. PATCH AND REPAIR FIREPROOFING AS NECESSARY TO MAINTAIN MINIMUM THICKNESS SET FORTH ON G001.

M. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE.

WHERE PARTITIONS OF DIFFERENT THICKNESS MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT

AND CONTINUOUS, UNLESS NOTED OTHERWISE.

N. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION

BRACING ELEMENT.

O. PROVIDE DOUBLE 0.0312" STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN PARTITION ENDS, AND WHERE

PARTITION IS TO RECEIVE WALL MOUNTED SHELVES, CASEWORK, PLUMBING FIXTURES, ETC.

P. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

Q. REFER TO CEILING PLAN AND FINISH LEGEND FOR CEILING FINISH INFORMATION

R. ALL CEILINGS TO BE 9'-0" ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE.

S. REFER TO MECHANICAL DRAWINGS FOR QUANTITY AND TYPE OF DIFFUSERS, RETURN AIR GRILLES, AND EXHAUST GRILLES.

SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT.

T. REFER TO ELECTRICAL DRAWINGS FOR QUANTITY AND TYPES OF LIGHTS, SPEAKERS, DETECTORS, POWER OUTLETS, ETC.

SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT.

U. VERIFY CEILING HEIGHTS WITH STRUCTURE AND DUCTWORK.

V. ALL GYPSUM BOARD CEILINGS TO RECEIVE DESIGNATED CEILING PAINT.

G E N E R A L N O T E S :

D R A W I N G N O T E S :

1 PAPER TOWEL DISPENSER (VC).

2 SOAP DISPENSER (VC).

3 WALL-MOUNTED STAINLESS STEEL FRAMED MIRROR - 24" WIDE X 36" HIGH.

4 WALL MOUNTED LAVATORY WITH DRENCH HOSE EYE WASH - SEE PLUMBING DRAWINGS.

5 WASTE RECEPTACLE (VV).

6 FISHEYE CAMERA - SEE ELECTRICAL DRAWINGS (VV).

7 SINK SHROUD.

8 CLASS II TYPE A2 BIOLOGICAL SAFETY CABINET (VC).

9 PROVIDE FIRE STOP COMPOSITE SHEETS FOR RATED OPENING OVER UNISTRUT FRAMING - REFER TO STRUCTURAL FOR

SLAB OPENING SIZE AND LOCATION.

10 ROOFTOP MECHANICAL EQUIPMENT - REFER TO MECHANICAL AND MANUFACTURER DRAWINGS FOR DIMENSIONS.

11 TOUCHLESS AUTOMATIC DOOR OPERATOR - SEE ELECTRICAL AND TELECOMMUNICATIONS DRAWINGS.

12 MECHANICAL EQUIPMENT - REFER TO MECHANICAL DRAWINGS.

13 FLOOR PENETRATION ABOVE - REFER TO MECHANICAL AND STRUCTURAL DRAWINGS.

No. Revisions: Date:

BID DOCUMENTS 9/15/2021

N

1/4" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

1/4" = 1'-0"

G101D VESTIBULE - EAST ELEVATION

1/4" = 1'-0"

G101D VESTIBULE - NORTH ELEVATION

1/4" = 1'-0"

G101D VESTIBULE - WEST ELEVATION

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

03-ROOF

41' - 8"

EXISTING ROOF

SUBSTRATE

1 1/4" HOT DIPPED

GALVANIZED ROOF

NAILS

1/2" VINYL WEATHER

STRIP

BONDING ADHESIVE

WOOD NAILER

EXTRUDED ALUMINUM SUNWAVE

DAYLIGHTING FRAME

STAINLESS STEEL SCREWS WITH

RUBBER WASHER

CURB FLASHING OR MEMBRANE OR

SLEVE

INSULATED METAL CURB

LAP SPLICE

MECHANICAL EQUIPMENT

REFER TO

MANUFACTURER INFO.

EXISTING EPDM

ROOFING

INSULATION

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

F FG

6" 6"

TEMPERED

SCHEDULED PARTITION

METAL RUNNER

HOLLOW METAL FRAME 16G

DOOR AS SCHEDULED

1/2"

2"

1/2"

VARIES

SEE WALL TYPES

SCHEDULED PARTITION

DOUBLE METAL STUD AT JAMB, TYP.

HOLLOW METAL FRAME 16G

DOOR AS SCHEDULED

1/2" 1/2"

2"

VARIES

CAULK AT PERIMETER OF

DOOR FRAMES, TYP.

SEE WALL TYPES

S E

E S

C H

E D

U L E

SEE SCHEDULE 2"2"

G101

M A

X

M

IN

/2

MOUNT ON LATCH

SIDE OF DOOR 2"

5/8" GYPSUM BOARD

3-5/8" 16 GA COLD-FORMED

STEEL FRAMING AT 16" O.C.

3 1/2" ACOUSTIC

INSULATION

6" 16 GA. COLD-FORMED

STEEL FRAMING

9"

" Vestibule

G101D

CHARACTERS SHALL BE

ACCOMPANIED BY GRADE 2

BRAILLE.

CHARACTERS SHALL BE 5/8"

HIGH MINIMUM AND 2" HIGH

MAXIMUM.

SIGN SHALL HAVE 1/4"

BACKPLATE

REFER TO SIGNAGE SPEC

10 14 00.

5/8" GYPSUM WALLBOARD

" EPOXY BASE

1/2" CEMENT BOARD

J-BEAD TRIM

FLUSH EPOXY GYPSUM TRANSITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:0

:1

P

M

AE601

DOOR DETAILS AND SCHEDULES

09/15/2021 PRQ NHM

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

3" = 1'-0"

ROOF DETAIL

No. Revisions: Date:

BID DOCUMENTS 9/15/2021

B-1

F I N I S H L E G E N D

MARK DESCRIPTION BASIS OF DESIGN STYLE/COLOR COMMENTS

ROOM FINISH SCHEDULE NOTES:

1. ONLY ADD BASE AND PAINT TO THE NEWLY CONSTRUCTED WALLS IN THE SPACE.

B-2

P-1

P-2

RES

RUBBER BASE

EPOXY BASE

PAINT - TYPE 1

PAINT - TYPE 2

RESINOUS FLOORING

JOHNSONITE

TBD

SHERWIN WILLIAMS

SHERWIN WILLIAMS

TBD

MATCH EXISTING BROWN

TBD

LATEX EGGSHELL

LATEX FLAT

TBD

4" HEIGHT

4" INTEGRAL BASE; FLUSH

WITH VERTICAL SURFACE

GENERAL WALL PAINT

GENERAL CEILING PAINT

DOOR SCHEDULE NOTES:

1. REFER TO HARDWARE SPEC 08 71 00.

2. ALL DOOR FRAMES SHALL BE PAINTED P-4.

P-3 PAINT - TYPE 3

SHERWIN WILLIAMS WATERBASED SEMI-GLOSS GENERAL DOOR FRAME PAINTP-4 PAINT - TYPE 4

SHERWIN WILLIAMS TBD EPOXY WALL PAINT

D O O R S C H E D U L E

NUMBER

HARDWARE

SET QUANTITY WIDTH HEIGHT THICKNESS

FRAME

MATERIAL

FRAME

ELEVATION

DOOR

MATERIAL

DOOR

ELEVATION FIRE RATING NOTES

101 IR 1 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM FG NONE

102 IR 1 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM FG NONE

103 5B 1 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM F NONE

R O O M F I N I S H S C H E D U L E

Number ROOM NAME

CEILING

FINISH

FLOOR

FINISH BASE FINISH

NORTH

WALL FINISH

EAST WALL

FINISH

SOUTH

WALL FINISH

WEST WALL

FINISH NOTES

G101 NON-HAZARDOUS

PHARMACY STORAGE

EXPOSED EXPOSED B-1 EXISTING P-1 P-1 EXISTING 1

G101D VESTIBULE P-3 RES B-2 P-2 P-2 P-2 P-2

G101E C-SCA P-3 RES B-2 P-2 P-2 P-2 P-2

G101F EQUIPMENT ROOM EXPOSED EXPOSED B-1 P-1 EXISTING EXISTING P-1

1/2" = 1'-0"

DOOR ELEVATIONS

3" = 1'-0"

DOOR HEAD DETAIL

3" = 1'-0"

DOOR JAMB DETAIL

1/2" = 1'-0"

FRAME ELEVATIONS

1/2" = 1'-0"

ACCESSIBLE DOOR SIGNAGE

1 1/2" = 1'-0"

DETAIL AT CEILING

3" = 1'-0"

SIGNAGE DETAILS

3" = 1'-0"

DETAIL AT EPOXY BASE

B

D

F

1 2 3 4 5 6

ZZ

YY

XX

7.1 6.1

NON-HAZARDOUS

PHARMACY STORAGE

G101F

VESTIBULE

G101D

C-SCA

G101E

EQUIP.

G101G

F I R E H A Z A R D L E G E N D

LIGHT HAZARD

ORDINARY HAZARD GROUP 1

ORDINARY HAZARD GROUP 2

(E) TEST

CONNECTION

(E) FP

(E) FP(E) FP

(E) FP

(E) FP

(E) FP

(E) FP

G E N E R A L N O T E S :

A. PROJECT AREA IS CURRENTLY PROTECTED WITH AN AUTOMATIC WET-PIPE FIRE SUPPRESSION SYSTEM.

INSTALL NEW SPRINKLERS AND REWORK PIPING FROM FROM EXISTING SYSTEM AS NECESSARY TO PROVIDE FIRE SUPPRESSION IN RENOVATED AREAS IN ACCORDANCE WITH NFPA 13 AND VA FIRE

PROTECTION MANUAL.

B. LOCATIONS AND SIZES OF EXISTING PIPING SHOWN ON THIS DRAWING HAVE BEEN DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE INVESTIGATION WHERE POSSIBLE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE CONTRACT DRAWINGS WHICH MAY IMPACT THE PROGRESS OF WORK SHALL BE BROUGHT

TO THE ATTENTION OF THE VA IN WRITING BEFORE PROCEEDING WITH THE WORK.

C. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS WHEN SUCH EQUIPMENT

CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER DISCHAGRE PATTERN AND COVERAGE.

D. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO PROVIDE A

COMPLETE INSTALLATION AND TO ELIMINATE INTERFERENCE WITH OTHER CONSTRUCTION.

E. PIPE SIZES SHALL BE DETERMINED BY CONTRACTOR BY PIPE HYDRAULIC CALCULATION METHOD IN ACCORDANCE WITH NFPA 13. CONTRACTOR TO DETERMINE LOCATIONS OF SPRINKLER HEADS AND BRANCH

PIPING AND SUBMIT DESIGN FOR FIRE PROTECTION ENGINEER REVIEW.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THIS SHEET IS TO CONVEY DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. COORDINATE SPRINKLER LOCATIONS IN AREAS WITH FINISHED CEILINGS WITH ALL CEILING DEVICES

(LIGHTS, DIFFUSERS, ETC.).

H. SPRINKLERS IN AREAS WITHOUT CEILINGS SHALL BE QUICK RESPONSE UPRIGHT TYPE WITH BRASS FINISH.

I. SYSTEM PIPING MUST BE PITCHED AND DRAINED IN ACCORDANCE WITH NFPA 13.

J. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES, SMOKE PARTITIONS, AND

FIRE EXTINGUISHER CABINETS.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR WORK. PATCH TO MATCH SURROUNDING CONDITIONS WITH MATERIALS AND WORKMANSHIP ACCEPTABLE TO THE VA COR.

L. CONTRACTOR MAY PENETRATE WALLS AS REQUIRED FOR THE INSTALLATION OF THIS WORK. REFER TO SPECIFICATION SECTION 21 13 13 WET PIPE SPRINKLER SYSTEMS FOR PENETRATIONS THROUGH FIRE AND

SMOKE BARRIERS.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER NOTES

LIGHT HAZARD

ORDINARY HAZARD

GROUP I

ORDINARY HAZARD

GROUP II

0.10 GPM/SF OVER 1500

SF

0.15 GPM/SF OVER 1500

SF

0.20 GPM/SF OVER 1500

SF

100 GPM

250 GPM

250 GPM

30 MIN

60 MIN

90 MIN

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

BASE AREA

BASE AREA

BASE AREA

SPRINKLER DENSITY

1 SPRINKLER PER 225 SF

1 SPRINKLER PER 130 SF

1 SPRINKLER PER 130 SF

A B B R E V I A T I O N S :

COR CONTRACTING OFFICER'S REPRESENTATIVE

(E) EXISTING

GPM GALLONS PER MINUTE

FP FIRE PROTECTION (WET-PIPE)

MIN MINUTES

PSI POUNDS PER SQUARE INCH

QR QUICK RESPONSE

SF SQUARE FEET

L E G E N D :

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PIPE UP

PIPE DOWN

PIPING CONTINUATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:1

:2

A

M

FX101

FIRST FLOOR FIRE SUPPRESSION

PLAN

09/15/2021 GP GP

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

N

1/4" = 1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN

No. Revisions: Date:

BID DOCUMENTS 9/15/2021

D R A W I N G N O T E S :

1 SPRINKLERS IN THIS ROOM SHALL BE QUICK RESPONSE INSTITUTIONAL PENDANT TYPE.

2 SPRINKLERS IN THIS ROOM SHALL BE QUICK RESPONSE CHROME PLATED PENDANT TYPE.

09/15/2021

A

A

B

D

F

3 4 5 6

ZZ

YY

XX

7.1 6.1

(E) 4" V UP

4" SAN UP

1/2" DCW UP

2" V UP

3/4" DCW UP

(E) 1 1/4" DCW

(E) 8" SAN

(E) 3" V UP

1 1/2" SAN UP

4" SAN

B

D

F

3 4 5 6

ZZ

YY

XX

7.1 6.1

NON-HAZARDOUS

PHARMACY STORAGE

G101F

VESTIBULE

G101D

C-SCA

G101E

EQUIP.

G101G

TP-1

4" FD-E

P-418

(E) 4" V UP & DN

(E) 3" V UP & DN

1/2" DCW DN

2" V DN

1 1/2" SAN DN

P-708

3/4" DCW DN

3/4" DCW

2" V

EWH-15

2" V

G E N E R A L N O T E S :

A. LOCATIONS AND SIZES OF EXISTING PIPING SHOWN ON THIS DRAWING HAVE

BEEN DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE

INVESTIGATION WHERE POSSIBLE. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE

WORK SHOWN ON THE CONTRACT DRAWINGS WHICH MAY IMPACT THE

PROGRESS OF WORK SHALL BE BROUGHT TO THE ATTENTION OF THE VA IN

WRITING BEFORE PROCEEDING WITH THE WORK.

A B B R E V I A T I O N S :

COR CONTRACTING OFFICER'S REPRESENTATIVE

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DN DOWN

(E) EXISTING

EWH ELECTRIC WATER HEATER

FD FLOOR DRAIN

NTS NOT TO SCALE

SAN SANITARY

TP TRAP PRIMER

V VENT

L E G E N D :

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

POINT OF CONNECTION BETWEEN NEW AND

EXISTING WORK

PIPE UP

PIPE DOWN

BALL VALVE

PIPING PENETRATION THROUGH FLOOR/ROOF

PIPING CONTINUATION

NEW PIPING

EXISTING PIPING

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DHW

DCW

VENT (SANITARY)

SANITARY SEWER

SAN

V

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:1

:2

A

M

PL101

PLUMBING PLANS

09/15/2021 GP GP

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

N

1/4" = 1'-0"

GROUND FLOOR PLUMBING PLAN

N

1/4" = 1'-0"

FIRST FLOOR PLUMBING PLAN

D R A W I N G N O T E S :

1 CONNECT DOMESTIC WATER PIPING TO EXISTING AT POINT SHOWN.

INSTALL BALL VALVE FOR ISOLATION.

2 CONNECT SANITARY PIPING TO EXISTING AT POINT SHOWN.

3 CONNECT VENT PIPING TO EXISTING AT POINT SHOWN.

4 CORE DRILL THROUGH FIRST FLOOR SLAB FOR INSTALLATION OF PIPING.

REFER TO SUPPORT/ANCHOR FOR PIPE RISERS DETAIL ON SHEET PL501.

5 INSTALL ELECTRIC WATER HEATER (EWH-1) ABOVE CEILING WITH

MANUFACTURER-SUPPLIED WALL MOUNTING BRACKET. WATER HEATER

DRAINS TO FD-E IN EQUIPMENT ROOM. REFER TO EWH DETAIL ON SHEET

PL501.

6 MOUNT EYE WASH ON LAVATORY BACKSPLASH. EYEWASH TO HAVE

SWING-DOWN ACTIVATION AND SWING OVER AND DRAIN TO LAVATORY.

7 INSTALL ELECTRONIC TRAP PRIMER (TP-1) ON WALL TO SERVE TRAP FOR

FD-E.

8 INSTALL 3/4" REDUCED PRESSURE BACKFLOW PREVENTER FOR HVAC

MAKE-UP WATER. REFER TO HVAC DRAWINGS FOR PIPING CONTINUATION.

No. Revisions: Date:

[2100]

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. [453KG] UNIFORM LOAD

ADJUSTABLE CLEVIS

HANGER TYPE 1 - SEE

SPECIFICATIONS

PROVIDE INSULATION SHIELD &

INSERT FOR ALL PIPING (8"

[200mm] MIN.)

BAND

1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE

1/2" [15mm] DIA. HANGER RODS WITH 36" [900mm] MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD AT

HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF MIN.

DENSITY) UNDER INSULATION

SHIELD

INSULATION (VAPOR BARRIER TYPE

IS REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

[2 5m m

1" M

A X

NOTES:

SEE SPECIFER FOR DETAILED

HANGER REQUIREMENTS

ADJUSTABLE CLEVIS

HANGER TYPE 43 - SEE

SPECIFICATIONS

THRU 3/4

THRU [20]

5 FT

[1500]

[25]

[2100]

[1800]

1 1/4 [32]

[2100]

[2100]

1 1/2 [40]

[2700]

[2400]

[50]

[3000]

[2400]

2 1/2 [65]

[3400]

[2700]

[75]

[3700]

[3000]

[100]

[4100]

[3700]

[125]

[4900]

[4000]

[150]

[200]

[250]

[300]

[350]

[400]

[450]

[500]

[600]

[5200]

[5800]

[4100]

[4900]

[6700]

[7000]

[7600]

[8200]

[8500]

[9100]

[9600]

STEEL EXPANSION SHIELD FOR EXISTING CONSTRUCTION

AND INSERTS FOR NEW CONSTRICTION THIS TYPE SHALL

BE USED ONLY IN SLABS OR BEAMS OF 4" [100mm] MIN

DEPTH

3/8" [10mm] MIN DIA EXPANSION BOLTS FOR

EXISTING CONSTRUCTION AND INSERTS FOR NEW

CONSTRUCTION

CONCRETE

FLOOR SLAB

CLIP

ANGLE

NUTS & WASHERS

3/8" [10mm] MIN DIA

HANGER RODS

FOR PIPES UNDER 2" [50mm] IN SIZE USE 1-1/2"x1-1/2"x1/4" [40x40x6.4mm] ANGLE. ALL PIPES 2" [50mm] & LARGER USE 3"x3"x1/4" [75x75x6.4mm] ANGLE

TURNBUCKLE

3/8" [10mm] MIN DIA

HANGER RODS

3/8" [10mm] MIN DIA INSERTS

NEW CONSTRUCTION ONLY.

INSULATION

BOLT (TYPICAL)

FLOOR

SLAB

FIRE-STOPPING

MATERIAL

BOLT

PIPE

PIPE SLEEVE

WHERE SPECIFIED

RISER CLAMP

PIPE

PIPE SLEEVE WHERE

SPECIFIED RISER CLAMP. BOTTOM

CLAMP REQUIRED AT

ANCHOR POINTS ONLY.

ELEVATION

PLAN

RISER CLAMP

NOTES:

1. PROVIDE ANCHORS ONLY WHERE SHOWN ON

DRAWINGS.

2. EXTEND SLEEVE ABOVE FLOOR WHERE SPECIFIED.

MINIMUM 16 GAGE GALVANIZED STEEL

PLATE 12"x48" [300x1200mm] MIN.

SECURED TO A MIN. 4 STUDS PER

LAVATORY

1/4" [6mm]∅ MOLLY BOLT HOLLOW WALL

ANCHOR (1 EA. SIDE OF LAV)

MIN. (3) 1/4" [6mm]

MACHINE BOLTS

W/DOUBLE LOCK NUTS

ON BACK SIDE

MIN. 5 1/4" [131mm]∅

GALV. MACHINE BOLTS

WELDED TO PLATE

1/4" [6mm]

TYP. 1/8"

TYP. [3mm]

A A

PLAN

SECTION A

NOTES:

1.

2.

AT LAVS WITH FOOT PEDAL CONTROLS PROVIDE

AN ADDITIONAL 16 GAGE GALVANIZED STEEL

PLATE 12"x16" [300x600mm] SECURED TO A

MINIMUM OF 2 STUDS PER FOOT PEDAL.

PROVIDE 20 GAGE STUDS WHEN HEIGHT

EXCEEDS 12'-0" [3600mm]

STEEL HANGER BY LAV MFGR

STEEL WALL PLATE

WALL ANCHOR

STUDS

FOR FIXTURE

HEIGHT SEE

ARCHITECTURAL

DRAWINGS

V A

R

IE

S

3' -3

[9 m m

T

O F

LO

O

R

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION

WASTE PIPE VENT PIPE COLD WATER HOT WATER WASTE

FIXTURE UNITS

WATER FIXTURE

UNITS

WRIST BLADE

HANDLES

ELECTRIC

SENSOR

REMARKS

IN [mm] IN [mm] IN [mm] IN [mm]

P-418

LAVATORY, WALL MOUNTED,

SENSOR OPERATED

1.25 [ 30 ] 1.5 [ 40 ] .5 [ 15 ] .5 [ 15 ] 1 2 NO YES 1

P-708 EYE WASH, WALL MOUNTED .5 [ 15 ] .5 [ 15 ] 0 0 N/A NO 2, 3

REMARKS:

1. PROVIDE WITH THERMOSTATIC MIXING VALVE TO LIMIT HOT WATER TEMPERATURE TO 85 °F.

2. PROVIDE WITH THERMOSTATIC MIXING VALVE TO LIMIT HOT WATER TEMPERATURE TO 110 °F.

3. MOUNT ON BACKSPLASH OF P-418. SWING-DOWN ACTIVATION. EYEWASH TO DRAIN TO P-418.

ELECTRIC WATER HEATER SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

TYPE

STORAGE CAPACITY RECOVERY @ 70 °F [21°C] RISE

TIME TO RECOVER

CONTENTS, MINUTES

RELIEF VALVE SETTING

NO OF

ELEMENTS

ELECTIRCAL INPUT

REMARKS

GAL [L] GAL/HR [L/HR] PSIG [kPa]

TOTAL

kW kW PER

ELEMENT

PHASE VOLT

EWH-1 G101D VESTIBULE

DOMESTIC HOT

WATER

POINT OF USE

ELECTRIC TANK

2.5 [ 10 ] 8.8 [ 33 ] 17 150 [ 1000 ] 1 1440 1440 1 120 1, 2, 3, 4

REMARKS:

1. MOUNT ABOVE CEILING ON WALL WITH MANUFACTURER-SUPPLIED WALL BRACKET. REFER TO EWH-1 DETAIL ON THIS SHEET.

2. INSTALL PER WATER HEATER MANUFACTURER'S INSTRUCTIONS.

3. ROUTE DRAIN LINES FOR DRAIN PAN AND T&P RELIEF ABOVE CEILING TO FD-E IN ROOM G101G. PROVIDE AIR GAP OF MINIMUM (2) WATER HEATER DRAIN PIPE DIAMETERS ABOVE FD-E.

4. SET OUTLET WATER TEMPERATURE TO 130 °F [54°C].

EWH-1

P-708

P-418

TP-1

(E) 1 1/4" DCW

3/4" DCW

3/4" DCW

1/2" DHW

3/4" DCW

FIRST FLOOR

TO FD-E TRAP

FIRST FLOOR

THERMOSTATIC MIXING

VALVE FOR EYEWASH

1/2" DCW

3/4" HVAC MAKE-UP

WATER

3/4" REDUCED PRESSURE

BACKFLOW PREVENTER

(E) 8" SAN

(E) 8" SAN

4" SAN

2" V

FD-E 4" SAN

1 1/2" SAN

P-418

1 1/2" SAN

(E) 3" V

2" V

1 1/2" V

1 1/2" V FIRST FLOOR

FIRST FLOOR

FIRST FLOOR

2" V

1 1/2" WALL

CLEANOUT

DRAIN VALVE

EWH-1

DRAIN PAN

1/2" DCW

1/2" DHW

TEMPERATURE & PRESSURE

RELIEF VALVE

HEAT TRAP

(6" MINIMUM)

ROUTE TO FD-E, PROVIDE

MINIMUM AIR GAP OF (2) PIPE

DIAMETERS

UNION (TYPICAL)

SHUT OFF VALVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

205/77

C U s e rs

\c ra ig \D o c u m e n ts \F

F E

M t H o m e C

-S C

A c ra ig .l ie g ib e l@ ff e -s e rv

.c o m

.r v t

/1

/2

:1

:2

A

M

PL501

PLUMBING DETAILS, SCHEDULES,

& ISOMETRICS

09/15/2021 GP GP

CONSTRUCT CONTAINMENT

SEGREGATED COMPOUNDING

AREA (C-SCA)

621-22-106

MOUNTAIN HOME, TENNESSEE

CONSTRUCTION

DOCUMENTS

JAMES H

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

NTS

PIPE HANGERS

NTS

SECURING HANGER RODS IN CONCRETE

NTS

SUPPORT/ANCHOR FOR PIPE RISERS

NTS

LAVATORY MOUNTING DETAIL

NTS

DOMESTIC WATER ISOMETRIC DIAGRAM

NTS

SANITARY & VENT ISOMETRIC DIAGRAM

NTS

EWH-1 DETAIL

No. Revisions: Date: