Mt Home Chapel B13 - Bid Documents_Part1.pdf

MRI

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T O

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6"

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6" 6"

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6" 4"

6"

6"

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12"12"

12"

12" 8"

6"

8"

6"

6" 6"

4" PVC

(2/99)ESG

CONST.

TRAILOR

(6/90)

8" PVC

(6/90)

8" PVC

5"N.H C.I.

(6/90)

(6/90) C.I.

5"N.H

12" 12" 12" 12"

6" 4" 4"

8" 8"

6"

6"

6" 6"

4"

4"

8"

15"

15"

6"

24"

24" 18"

15"

24"

24"

24"

8"

10" 15"

15"

15"

15"

C.O.

C.O.

6"

8" 8"

8"

8"

8"

6"

8"

8" 3"

BRUSH

CREE

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LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD AVE.

F

IF

T H

S T

MAPLE AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

IR

D

S T

MEMORIAL AVE.

MAPLE AVE.

MAGNOLIA

AVE.

S E C O N D

S T

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CEMETERY

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OR

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LN

SUNSET

DR.

FREE

DOM

RD.

VICTORY LN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

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M t H o m e

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:0

:0

P

M

G000

COVER SHEET

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

JAMES H. QUILLEN VA MEDICAL CENTER

CORRECT FCA DEFICIENCIES WITH HISTORICAL CHAPEL

BUILDING 13 - PROJECT #621-20-101

VETERANS WAY, MOUNTAIN HOME, TENNESSEE 37604

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G000 COVER SHEET

G001 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

GI002 CODE PLAN, CODE NOTES

CIVIL

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CG100 GRADING AND SWPP PLAN

CG101 STORM WATER MANAGEMENT PLAN

CU100 UTILITY PLAN

CS500 DETAILS AND EROSION CONTROL GENERAL NOTES

STRUCTURAL

SD101 STUCTURAL DEMOLITION PLAN

SS101 ENLARGED STRUCTURAL PLANS

SS201 STRUCTURAL ELEVATIONS

SS501 STRUCTURAL SECTIONS

SS601 STRUCTURAL DETAILS

ARCHITECTURAL

AD101 DEMOLITION FLOOR PLAN - BASEMENT

AD102 DEMOLITION FLOOR PLAN - FIRST FLOOR

AD103 DEMOLITION FLOOR PLAN - BALCONY AND TOWER

AD141 DEMOLITION REFLECTED CEILING PLAN

AE101 NEW WORK PLAN - BASEMENT

AE102 NEW WORK PLAN - FIRST FLOOR

AE103 NEW WORK PLAN - BALCONY AND TOWER

AE131 ROOF PLANS

AC141 REFLECTED CEILING PLAN

AE201 ELEVATIONS

AE202 ELEVATIONS

AE203 ELEVATIONS

AE204 ELEVATIONS

AE301 WEST CHAPEL - SECTIONS

AE302 NORTH CHAPEL - SECTIONS

AE311 WALL SECTIONS

AE401 ENLARGED RESTROOM PLANS, ELEVATIONS, AND DETAILS

AE402 ENLARGED ORGAN & BELL PLANS, ELEVATIONS AND DETAILS

AS431 ENLARGED RAMP - SECTIONS, ELEVATIONS AND DETAILS

AS432 ENLARGED STAIRS - SECTIONS, ELEVATIONS AND DETAILS

AE441 ENLARGED INTERIOR SECTIONS AND ELEVATIONS

AS501 EXTERIOR DETAILS

AE502 INTERIOR DETAILS

AE601 DOOR SCHEDULE AND DETAILS

AE602 WINDOW SCHEDULE AND DETAILS

AE611 SIGNAGE PLAN AND SCHEDULE

AF801 FINISH SCHEDULE, LEGEND, AND GENERAL DETAILS

FIRE PROTECTION

FD101 BASEMENT FIRE PROTECTION DEMOLITION PLAN

FX101 BASEMENT & FIRST FLOOR FIRE SUPPRESSION PLANS

FX102 SECOND FLOOR & BELL TOWER FIRE SUPPRESSION PLANS

PLUMBING

P001 PLUMBING LEGEND SHEET

PD101 BASEMENT & FIRST FLOOR PLUMBING DEMOLITION PLANS

PL101 BASEMENT & FIRST FLOOR PLUMBING NEW WORK PLANS

PL501 PLUMBING SCHEDULES & DETAILS

PL901 PLUMBING ISOMETRIC DIAGRAMS

MECHANICAL

M001 MECHANICAL LEGEND

MD101 BASEMENT MECHANICAL DEMOLITION PLAN

MD102 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MH101 BASEMENT MECHANICAL NEW WORK PLAN

MH102 FIRST FLOOR MECHANICAL NEW WORK PLAN

MP101 BASEMENT MECHANICAL PIPING NEW WORK PLAN

MP102 FIRST FLOOR MECHANICAL PIPING NEW WORK PLAN

M501 MECHANICAL DETAILS I

M502 MECHANICAL DETAILS II

M601 MECHANICAL SCHEDULES I

M602 MECHANICAL SCHEDULES II

M701 MECHANICAL CONTROLS I

M702 MECHANICAL CONTROLS II

ELECTRICAL

E001 LEGEND & ABBREVIATIONS

ED101 BASEMENT & FIRST FLOOR DEMOLITION PLAN

ED102 SECOND FLOOR DEMOLITION PLAN

EL101 BASEMENT & FIRST FLOOR LIGHTING PLAN

EL102 SECOND FLOOR LIGHTING PLAN

EP101 BASEMENT & FIRST FLOOR POWER AND TECHNOLOGY PLAN

EP102 SECOND FLOOR POWER AND TECHNOLOGY PLAN

ELP101 LIGHTNING PROTECTION PLAN

ES100 ELECTRICAL SITE PLAN

E501 ELECTRICAL DETAILS

E502 TECHNOLOGY DETAILS

E601 SINGLE-LINE DIAGRAM

E602 SCHEDULES

REGIONAL VICINITY MAP VICINITY MAP

N N

BUILDING 13

No. Revisions: Date:

C1

10'-0"AFF

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

Room name

150 SF

S Y M B O L S

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

WINDOW TAG1

COLD FORMED

STEEL FRAMING

CFS

C.S. CRAWL SPACE

5/8" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA.

METAL STUDS

4 7/8" 4 1/8"

5/8" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

5-1/2" 20 GA.

METAL STUDS

6 1/8"

5/8" GYPSUM

WALLBOARD

7/8" HAT

CHANNELS

1 1/2"

5/8" GYPSUM

WALLBOARD

2-1/2" METAL

STUD

3 5/8"

1/2" AIR GAP

EXISTING

BRICK

3/4" PLYWOOD

6" CMU

6 3/8"

2" STUD CLIP

O P

E R

A T

IN

G

M E

C H

A N

IS

M

'-4

M

A X

T O

PAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP

DISPENSER

WASTE RECEPTACLE

M A

X

'-4

A

F F

MIRROR TOILET PAPER

DISPENSER

'-0

M

A X

'-3

M

IN

1' - 3 1/4"

/4

MIN

1'-3"

C L R

K N

E E

S P

A C

E

'-3

M

IN

M A

X T

O R

IM

'-1

R E

F L E

C T

E D

S U

R F

A C

E

'-4

M

A X

T O

B O

MIRROR - VERIFY SIZE

WITH PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

'-1

M A

X

2'-1" MAX

1'-5" MIN

M

IN

M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED.

LAVATORY SHIELD

PROVIDED AT ALL

WALL MOUNTED

SINKS

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

'-5

M

IN

'-3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

'-5

M

IN

LINES OF REQUIRED

CLEARANCE

LAVATORY SHIELD. REFER

TO SIDE VIEW FOR DIMENSIONS

MAX

1'-0" 3'-6" MIN

'-7

M

A X

T O

S E

A T

'-5

M

IN

T O

O U

T L E

T O

F D

IS

P

E N

S E

R

'-3

M

IN

T

O

'-0

M A

X A

F F

'-0

M

A X

T O

B A

R

'-9

M

IN

9" MAX

7" MIN

GRAB BAR

GRAB BAR

'-0

M

A X

T O

B A

R

'-9

M

IN

1'-6" MAX

1'-4" MIN

1 1/2"

3'-0" MIN

6" MAX

2'-0" MIN 1'-0" MIN.

3' MAX

TOILET PAPER

DISPENSER

4'-6" MIN

'-5

M

A X

'-3

M

IN

'-6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

3'-3" MIN TO 3'-5" MAX

VERTICAL GRAB BAR

1"

TOILET PAPER

DISPENSER

'-0

M

IN

2'-6" MIN

'-5

M

IN

'-7

M

A X

SINK

CLEAR FLOOR

SPACE

'-0

M

IN

2'-6" MIN

5'-0"

'-1

F L O

O R

M O

U N

T

'-8

W

A L L H

U N

G

1'-6" MAX

1'-4" MIN

'-5

M

IN

'-7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE5'-0"

'-1

F L O

O R

M O

U N

T

'-8

W

A L L H

U N

G

1'-6" MAX

1'-4" MIN

4'-0" MIN

'-6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK

5'-6" TURNING RADIUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

EXP. 12/31/2021C

U s e rs

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GENERAL NOTES,

ABBREVIATIONS, AND SYMBOLS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST

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

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO

WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY

TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

8. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM.

COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO

OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING

INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION

INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

10. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

11. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT

ALL TIMES.

12. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES

BEYOND THE AREAS OF WORK.

13. 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.

14. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION

DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

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

PROVIDED IN THE FINAL CONSTRUCTION.

16. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, 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.

17. 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.

18. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION OF PENETRATIONS

FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

19. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE RATING BY

THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

20. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT

CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

21. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW

MATERIAL.

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

2. 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.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND C.O.R. PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL

CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R. THE CONTRACTOR SHALL NOT

PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS

AND THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO 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

ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.

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

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

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

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTER 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..

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE

DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND

ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND

ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON

ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION

WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD

WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND

PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS.

SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT

CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH

OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

20. CONTRACTOR SHALL PROVIDE TERMITE INSPECTION AND PROTECTION.

21. THE BUILDING WILL REMAIN UNOCCUPIED DURING CONSTRUCTION.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S : G E N E R A L N O T E S - N E W W O R K :

TYPE 1 NON-RATED WALL

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

3-5/8" 20 GA. CFS @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE.

EXTEND STUDS, GYPSUM

BOARD AND BLANKETS TO

12'-0" A.F.F.

TYPE 2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

3-5/8" 20 GA. CFS @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKET IN STUD SPACE.

EXTEND STUDS, GYPSUM

BOARD AND BLANKETS TO 12'-0"

A.F.F.

TYPE 3

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

5-1/2" 20 GA. CFS @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKET IN STUD SPACE.

EXTEND STUDS, GYPSUM

BOARD AND BLANKETS TO

12'-0" A.F.F.

1/2" = 1'-0"

TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS

1/2" = 1'-0"

TYPICAL ACCESSIBLE LAVATORY FIXTURES

1/2" = 1'-0"

TYPICAL ACCESSIBLE TOILET CLEARANCES

1/4" = 1'-0"

TYPICAL RESTROOM FLOOR CLEARANCES

TYPE 5

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON 2-1/2" CFS @ 12"

O.C. - SIZE AND SPACING SHALL

MEET MANUFACTURER'S DESIGN

SPANS - HOLD 1/2" OFF EXISTING

BRICK WALL - NOTIFY ARCHITECT

AND C.O.R. IF ADDITIONAL

DISTANCE IS REQUIRED FOR

IRREGULAR BRICK TOLERANCES.

TYPE 4

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

7/8" HAT CHANNELS @ 16" O.C.

EXTEND STUDS AND GYPSUM

BOARD 12'-0" A.F.F.

TYPE 6

ONE LAYER OF 3/4"

PLYWOOD PAINTED WHITE

ON ROOM SIDE OF 6" CMU.

EXTEND CMU AND GYPSUM

BOARD TO BOTTOM OF

EXISTING FLOOR JOISTS AT

7'-4" A.F.F.

UP

UP

DN

DN

TOWER STAIR

ENTRANCE

WEST CHAPEL

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

STAIR

ENTRANCE

NORTH CHAPEL

RESTROOM

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

6' - 0"

C

LR

4'

C

LR

5'

C

LR

4'

3' - 0"

EGRESS ROUTE - 55'

EGRESS ROUTE - 60'

EGRESS ROUTE - 60'

EGRESS ROUTE - 45'

STAGE

115 EAST TRANSEPT

FUTURE CHAPEL USE IS SHOWN AT THE

NORTH CHAPEL IN LIFE SAFETY PLAN.

THE IMMEDIATE USE FOR THIS SPACE IS

INTENDED TO BE A BUSINESS USE

(LESS THAN 10 OCCUPANTS). THE CODE

STUDY HAS BEEN BASED ON THE MORE

STRINGENT "ASSEMBLY USE (NFPA 101,

CHAPTER 13).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

EXP. 12/31/2021C

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CODE PLAN, CODE NOTES

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

C O D E R E V I E W

1/8" = 1'-0"

LIFE SAFETY PLAN

GENERAL:

• NON COMBUSTIBLE

• FULLY SPRINKLERED

AREA

NORTH CHAPEL (OFFICE USE) 1,893 SF

WEST CHAPEL 1,621 SF

TOTAL 3,514 SF

CODE CRITERIA:

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY

ON NFPA 101. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR

DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE

REQUIREMENTS OF THE LATEST EDITION OF THE IBC, OR AS OTHERWISE

NOTED.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, THE VA IS

NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT

PROCEDURES (DRAWING REVIEWS, BUILDING PERMIT, INSPECTIONS,

FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING

JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD

PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES

NOTES: CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND

STANDARDS AND VA REQUIREMENTS - SHOULD A CONFLICT EXIST

BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY

RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE

BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT

SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO

ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW: THE 2018 EDITION OF THE LIFE SAFETY CODE, NFPA 101,

HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE

FIRE AND LIFE SAFETY REQUIREMENTS. FOR FEATURES NOT ADDRESSED

BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES, THE 2018

EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN USED.

PROJECT SCOPE:

THE PROJECT SCOPE INCLUDES THE RENOVATION OF AN EXISTING

CHAPEL USE. THE WEST WING OF THE CHAPEL WILL REMAIN AS A

CHAPEL FUNCTION. THE NORTH WING IS PROPOSED IN THIS PROJECT AS

AN ADMINISTRATION SPACE FOR THE VA'S CHAPLAIN SERVICES. THIS

CODE STUDY IS BASED ON THE MORE RESTRICTIVE REQUIREMENTS OF

AN ASSEMBLY USE IN BOTH WINGS OF THE BUILDING. WINDOW

REPLACEMENT, HISTORIC RESTORATION, AND ACCESSIBILITY UPGRADES

ARE INCLUDED IN THIS PROJECT.

1. OCCUPANCY TYPE:

NFPA CHAPTER 43 BUILDING REHABILITATION (HISTORIC) -

RECONSTRUCTION CATEGORY

NFPA CHAPTER 13 EXISTING ASSEMBLY OCCUPANCIES

2. CONSTRUCTION TYPE

EXISTING: TYPE III (200)

PROJECT SCOPE: TYPE III (200)

3. FIRE RESISTIVE RATINGS TYPE III (200) NFPA 220:

STRUCTURAL FRAME NONCOMBUSTIBLE/0 HR

BEARING WALLS

EXTERIOR: 2 HR

INTERIOR: 2 HR

NON-BEARING WALLS AND PARTITIONS

EXTERIOR: NONCOMBUSTIBLE/0 HR

INTERIOR: NONCOMBUSTIBLE/0 HR

FLOOR: NONCOMBUSTIBLE/0 HR

ROOF: NONCOMBUSTIBLE/0 HR

COMMON PATH OF TRAVEL, DEAD-END, AND TRAVEL DISTANCE LIMITS

(EXISTING ASSEMBLY OCCUPANCY – SPRINKLERED BUILDING)

-COMMON PATH OF TRAVEL - 20/75 FEET

-DEAD-END LIMIT - 20 FEET

-TRAVEL DISTANCE – 250 FEET

NFPA 101, LIFE SAFETY CODE, 2018

CHAPTER 7 - CLASSIFICATION OF OCCUPANCY

TABLE 7.3.1.2 OCCUPANCY LOAD FACTOR

ASSEMBLY USE - DESIGN OCCUPANCY LOAD: 1 PERSON PER 30SF

TOTAL SQUARE FOOTAGE OF BUILDING: 3,514SF

TOTAL DESIGN OCCUPANTS: 118 PEOPLE

RESTROOM REQUIREMENTS:

1 PER 65 FEMALES - 59 WOMEN

1 PER 125 MALES - 59 MEN

CHAPTER 13 - EXISTING ASSEMBLY OCCUPANCY

13.1.1.4.2

AN EXISTING BUILDING HOUSING AN ASSEMBLY OCCUPANCY

ESTABLISHED PRIOR TO THE EFFECTIVE DATE OF THIS CODE SHALL BE

PERMITTED TO BE APPROVED FOR CONTINUED USE IF IT CONFORMS TO,

OR IS MADE TO CONFORM TO, THE PROVISIONS OF THIS CODE TO THE

EXTENT THAT, IN THE OPINION OF THE AUTHORITY HAVING JURISDICTION,

REASONABLE LIFE SAFETY AGAINST THE HAZARDS OF FIRE, EXPLOSION,

AND PANIC IS PROVIDED AND MAINTAINED.

13.1.1.4.5

EXISTING PORTIONS OF THE STRUCTURE SHALL NOT BE

REQUIRED TO BE MODIFIED, PROVIDED THAT BOTH OF THE FOLLOWING

CRITERIA ARE MET:

(1)THE NEW CONSTRUCTION HAS NOT DIMINISHED THE FIRE SAFETY

FEATURES OF THE FACILITY.

(2) THE ADDITION DOES NOT RESULT IN AN INCREASE IN THE

REQUIRED MINIMUM NUMBER OF SEPARATE MEANS OF EGRESS

IN ACCORDANCE WITH 7.4.L.2.

13.1.7.1

GENERAL. THE OCCUPANT LOAD, IN NUMBER OF PERSONS

FOR WHOM MEANS OF EGRESS AND OTHER PROVISIONS ARE REQUIRED,

SHALL BE DETERMINED ON THE BASIS OF THE OCCUPANT LOAD FACTORS

OF TABLE 7.3.1.2 THAT ARE CHARACTERISTIC OF THE USE OF THE SPACE

OR SHALL BE DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF

THE SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER.

13.2.2.2.6 DOORS IN THE MEANS OF EGRESS SHALL BE PERMITTED TO

BE EQUIPPED WITH AN APPROVED ACCESS CONTROL SYSTEM

COMPLYING WITH 7.2.1.6.2, AND SUCH DOORS SHALL NOT BE LOCKED

FROM THE EGRESS SIDE WHEN THE ASSEMBLY OCCUPANCY IS

OCCUPIED. (SEE 7.2.1.1.3.)

13.2.2.5 HORIZONTAL EXITS.

HORIZONTAL EXITS COMPLYING WITH 7.2.4 SHALL BE PERMITTED.

13.2.2.6 RAMPS.

RAMPS COMPLYING WITH 7.2.5 SHALL BE PERMITTED.

13.2.4.1

THE NUMBER OF MEANS OF EGRESS SHALL BE IN ACCORDANCE

WITH SECTION 7.4, OTHER THAN FENCED OUTDOOR ASSEMBLY

OCCUPANCIES IN ACCORDANCE WITH 13.2.4.4, UNLESS OTHERWISE

PERMITTED BY 13.2.4.2 OR 13.2.4.3.

13.2.4.2

ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS OF 600 OR FEWER

SHALL HAVE TWO SEPARATE MEANS OF EGRESS.

13.2.4.5 BALCONIES OR MEZZANINES HAVING AN OCCUPANT LOAD NOT

EXCEEDING 50 SHALL BE PERMITTED TO BE SERVED BY A SINGLE MEANS

OF EGRESS, AND SUCH MEANS OF EGRESS SHALL BE PERMITTED TO

LEAD TO THE FLOOR BELOW.

13.2.6 TRAVEL DISTANCE TO EXITS.

13.2.6.1

TRAVEL DISTANCE SHALL BE MEASURED IN ACCORDANCE WITH

SECTION 7.6.

13.2.6.2

EXITS SHALL BE ARRANGED SO THAT THE TOTAL LENGTH OF TRAVEL

FROM ANY POINT TO REACH AN EXIT SHALL NOT EXCEED 200 FT

(61 M) IN ANY ASSEMBLY OCCUPANCY, UNLESS OTHERWISE PERMITTED

BY ONE OF THE FOLLOWING:

(1) THE TRAVEL DISTANCE SHALL NOT EXCEED 250 FT (76 M) IN

ASSEMBLY OCCUPANCIES PROTECTED THROUGHOUT BY AN

APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE

WITH SECTION 9.7.

(2) THE TRAVEL DISTANCE REQUIREMENT SHALL NOT APPLY TO

SMOKE PROTECTED ASSEMBLY SEATING AS PERMITTED BY

13.4.2.12, 13.4.2.13, AND 13.4.2.14.

13.2.11.1 GUARDS AND RAILINGS: BOXES, BALCONIES, AND GALLERIES.

BOXES, BALCONIES, AND GALLERIES SHALL MEET THE FOLLOWING

CRITERIA:

(1) THE FASCIAE OF BOXES, BALCONIES, AND GALLERIES SHALL

RISE NOT LESS THAN 26 IN. (660 MM) ABOVE THE ADJACENT

FLOOR OR SHALL HAVE SUBSTANTIAL RAILINGS NOT LESS

THAN 26 IN. (660 MM) ABOVE THE ADJACENT FLOOR.

(2) THE HEIGHT OF THE RAIL ABOVE FOOTRESTS ON THE

ADJACENT FLOOR IMMEDIATELY IN FRONT OF A ROW OF

SEATS SHALL BE NOT LESS THAN 26 IN. (660 MM), AND THE

FOLLOWING ALSO SHALL APPLY:

(A) RAILINGS AT THE ENDS OF AISLES SHALL BE NOT LESS

THAN 36 IN. (915 MM) HIGH FOR THE FULL WIDTH OF THE

AISLE.

(B) RAILINGS AT THE END OF AISLES SHALL BE NOT LESS

THAN 36 IN. (915 MM) HIGH AT THE ENDS OF AISLES

WHERE STEPS OCCUR.

13.7.5 SPECIAL PROVISIONS FOR EXPOSITION FACILITIES.

13.7.5.1 GENERAL. NO DISPLAY OR EXHIBIT SHALL BE INSTALLED OR

OPERATED TO INTERFERE IN ANY WAY WITH ACCESS TO ANY REQUIRED

EXIT OR WITH THE VISIBILITY OF ANY REQUIRED EXIT OR REQUIRED EXIT

SIGN; NOR SHALL ANY DISPLAY BLOCK ACCESS TO FIRE-FIGHTING EQUIP

MENT.

CHAPTER 43 - BUILDING REHABILITATION

43.1.2 APPLICABLE REQUIREMENTS.

43.1.2.1ANY BUILDING UNDERGOING REPAIR, RENOVATION,

MODIFICATION,OR RECONSTRUCTION (SEE 43.2.2.1.1 THROUGH 43.2.2.1.4)

SHALL COMPLY WITH BOTH OF THE FOLLOWING

(1) REQUIREMENTS OF THE APPLICABLE EXISTING OCCUPANCY

(SEE CHAPTERS 13, 15, 17, 19, 21, 23, 24, 26, 29, 31, 33, 37, 39,

40, AND 42)

(2) REQUIREMENTS OF THE APPLICABLE SECTION OF THIS

CHAPTER (SEE 43.3,43.4,43.5, AND 43.6)

43.1.4 COMPLIANCE.

43.1.4.1

REPAIRS, RENOVATIONS, MODIFICATIONS, RECONSTRUCTION,

CHANGES OF USE OR OCCUPANCY CLASSIFICATION, AND ADDITIONS

SHALL CONFORM TO THE SPECIFIC REQUIREMENTS FOR EACH

CATEGORY IN OTHER SECTIONS OF THIS CHAPTER.

43.1.4.2

THIS CHAPTER SHALL NOT PREVENT THE USE OF ANY ALTERNATIVE

MATERIAL, ALTERNATIVE DESIGN, OR ALTERNATIVE METHOD OF

CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN, PROVIDED

THAT THE ALTERNATIVE HAS BEEN DEEMED TO BE EQUIVALENT AND ITS

USE AUTHORIZED BY THE AUTHORITY HAVING JURISDICTION IN

ACCORDANCE WITH SECTION 1.4.

43.1.4.3 WHERE COMPLIANCE WITH THIS CHAPTER, OR WITH ANY

PROVISION REQUIRED BY THIS CHAPTER, IS TECHNICALLY INFEASIBLE OR

WOULD IMPOSE UNDUE HARDSHIP BECAUSE OF STRUCTURAL,

CONSTRUCTION, OR DIMENSIONAL DIFFICULTIES, THE AUTHORITY

HAVING JURISDICTION SHALL BE AUTHORIZED TO ACCEPT ALTERNATIVE

MATERIALS, DESIGN FEATURES, OR OPERATIONAL FEATURES.

43.1.4.5 WORK MANDATED BY ANY ACCESSIBILITY, PROPERTY, HOUS

ING, OR FIRE CODE; MANDATED BY THE EXISTING BUILDING REQUIRE

MENTS OF THIS OR MANDATED BY ANY LICENSING RULE OR

CODE; ORDINANCE, ADOPTED PURSUANT TO LAW, SHALL CONFORM ONLY

TO THE REQUIREMENTS OF THAT CODE, RULE, OR ORDINANCE AND

SHALL NOT BE REQUIRED TO CONFORM TO THIS CHAPTER, UNLESS THE

CODE REQUIRING SUCH WORK SO PROVIDES.

43.2.2.1 CATEGORIES OF REHABILITATION WORK.

THE NATURE AND EXTENT OF REHABILITATION WORK UNDERTAKEN IN AN

EXISTING BUILDING.

43.2.2.1.1 REPAIR.

THE PATCHING, RESTORATION, OR PAINTING OF MATERIALS, EQUIPMENT,

OR FIXTURES FOR THE PURPOSE OF MAINTAINING SUCH MATERIALS,

ELEMENTS, EQUIPMENT, OR FIXTURES IN GOOD OR SOUND CONDITION.

43.2.2.1.2 RENOVATION.

THE REPLACEMENT IN KIND, STRENGTHENING, OR UPGRADING OF

BUILDING ELEMENTS, MATERIALS, EQUIPMENT, OR FIXTURES, THAT DOES

NOT RESULT IN A RECONFIGURATION OF THE BUILDING SPACES WITHIN.

43.2.2.1.3 MODIFICATION.

THE RECONFIGURATION OF ANY SPACE; THE ADDITION, RELOCATION, OR

ELIMINATION OF ANY DOOR OR WINDOW; THE ADDITION OR ELIMINATION

OF LOAD-BEARING ELEMENTS; THE RECONFIGURATION OR EXTENSION

OF ANY SYSTEM; OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

N

Memorial Avenue

T h i r d

S t r e e t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Owner

07/30/2021 MAH SCR

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

LEGEND

GENERAL NOTES - DEMOLITION

DRAWING NOTES

0 20'10'

N

TREE TO BE REMOVED

BUSH TO BE REMOVED

CONCRETE SIDEWALK / PAD TO BE REMOVE

CONCRETE RAMP TO BE REMOVED

CONCRETE STAIRS WITH WALL TO BE

REMOVED. SALVAGE EXISTING WALL STONE

FOR FUTURE USE

01 SANITARY MANHOLE TO BE REMOVED

02 SANITARY CLEAN OUT TO BE REMOVED

03 ELECTRICAL MANHOLE TO BE PROTECTED, REFER

TO CU100 FOR DETAILS.

04 SAW CUT AT NEAREST CONCRETE JOINT

05 EXISTING TREE TO BE PROTECTED

06 LIGHT POST TO BE PROTECTED

07 EXISTING SIGNS TO BE PROTECTED.

08 EXISTING WATERLINE TO BE REMOVED.

DEMOLITION PLAN

A) ALL PLANS SHALL BE IN ACCORDANCE WITH

CURRENT VA AND APPLICABLE TENNESSEE

DEPARTMENT OF TRANSPORTATION STANDARDS.

B) CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL

CONSTRUCTION ACTIVITIES IN ACCORDANCE

WITH LOCAL, STATE, AND FEDERAL REGULATION.

C) CONTRACTOR TO REMOVE TREES AND CLEAR

AREAS AS NECESSARY TO COMPLETE ALL SITE

WORK INCLUDING GRADING AND UTILITY WORK.

D) PROTECTION OF EXISTING TREES AND

VEGETATION: PROTECT EXISTING TREES AND

OTHER VEGETATION INDICATED TO REMAIN IN

PLACE, AGAINST UNNECESSARY CUTTING,

BREAKING OR SKINNING OF ROOTS, SKINNING OR

BRUSHING OF BARK, SMOTHERING OF TREES BY

STOCKPILING CONSTRUCTION MATERIALS OR

EXCAVATED MATERIALS WITHIN DRIP LINE.

PROVIDE TEMPORARY GUARDS TO PROTECT

TREES AND VEGETATION TO BE LEFT STANDING.

E) CONTRACTOR SHALL IMPLEMENT ALL SOIL AND

EROSION CONTROL, PRACTICES REQUIRED BY

THE VETERANS ADMINISTRATION AND THE

TENNESSEE EPA.

F) THE CONTRACTOR SHALL VERIFY THE LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES

(INCLUDING THOSE LABELED PER RECORD DATA)

PRIOR TO THE BEGINNING OF CONSTRUCTION OR

EARTH MOVING ACTIVITIES. INFORM THE

ENGINEER OF ANY CONFLICTS DETRIMENTAL TO

THE DESIGN INTENT.

G) FORTY EIGHT HOURS BEFORE DIGGING IS TO

COMMENCE, THE CONTRACTOR SHALL NOTIFY

THE FOLLOWING AGENCIES, TENNESSEE 811 AND

ALL OTHER AGENCIES WHICH MAY HAVE

UNDERGROUND UTILITIES INVOLVING THIS

PROJECT AND ARE NON MEMBERS OF

TENNESSEE 811.

H) ALL UTILITIES TO BE ABANDONED SHALL BE

REMOVED IN THEIR ENTIRETY UNLESS

OTHERWISE APPROVED BY THE VA.

I) SAWCUT EXISTING CONCRETE IN NEAT, STRAIGHT

LINES TO CREATE A CLEAN JOINT. (TYPICAL ALL

LOCATIONS)

CD100

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Owner

07/30/2021 MAH SCR

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

LEGEND

DRAWING NOTES

0 20'10'

N

PROPOSED CONCRETE WALK, REFER TO

DETAIL 07/CS500 AND NOTE J

01 PROPOSED CONCRETE PAD, REFER TO DETAIL

01/CS500

02 PROPOSED ADA RAMP, REFER TO DETAIL 02/CS500

03 PROPOSED STOOP

04 EXISTING WATER VALVE

05 EXISTING LIGHT POLE

06 EXISTING SIGN

07 PROPOSED CURB AND GUTTER, REFER TO DETAIL

04/CS500

08 PROPOSED FLUSH CURB, REFER TO DETAIL

11/CS500

GENERAL NOTES

5.0'

7.0'

6.0'

4.0'

5.4'

R

SITE PLAN

A) ALL PLANS SHALL BE IN ACCORDANCE WITH

CURRENT VA AND APPLICABLE TENNESSEE

DEPARTMENT OF TRANSPORTATION STANDARDS.

B) CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATION.

C) CONTRACTOR TO REMOVE TREES AND CLEAR

AREAS AS NECESSARY TO COMPLETE ALL SITE

WORK INCLUDING GRADING AND UTILITY WORK.

D) PROTECTION OF EXISTING TREES AND

VEGETATION: PROTECT EXISTING TREES AND

OTHER VEGETATION INDICATED TO REMAIN IN

PLACE, AGAINST UNNECESSARY CUTTING,

BREAKING OR SKINNING OF ROOTS, SKINNING OR

BRUSHING OF BARK, SMOTHERING OF TREES BY

STOCKPILING CONSTRUCTION MATERIALS OR

EXCAVATED MATERIALS WITHIN DRIP LINE.

PROVIDE TEMPORARY GUARDS TO PROTECT

TREES AND VEGETATION TO BE LEFT STANDING.

E) CONTRACTOR SHALL IMPLEMENT ALL SOIL AND

EROSION CONTROL, PRACTICES REQUIRED BY

THE VETERANS ADMINISTRATION AND THE

TENNESSEE EPA.

F) FORTY EIGHT HOURS BEFORE DIGGING IS TO

COMMENCE, THE CONTRACTOR SHALL NOTIFY

THE FOLLOWING AGENCIES, TENNESSEE 811 AND

ALL OTHER AGENCIES WHICH MAY HAVE

UNDERGROUND UTILITIES INVOLVING THIS

PROJECT AND ARE NON MEMBERS OF TENNESSEE

811.

G) CONCRETE WALKS SHALL BE 5" THICK OVER 5" OF

COMPACTED GRAVEL WITH CONTROL JOINT

EQUALLY SPACED AT NO MORE THAN 6' ON

CENTER EXPANSION JOINTS AT NO MORE THAN 30'

ON CENTER. ALL SIDEWALKS ARE TO BE BROOM

FINISHED.

H) CROSS SLOPES ON SIDEWALK MUST BE BETWEEN

1-2% AWAY FROM BUILDING

I) ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT

OR FACE OF CURB UNLESS OTHERWISE NOTED.

RADIUS DIMENSIONS ARE TO THE FACE OF CURB.

J) CONCRETE WALK SURFACE TO BE INSTALLED

WITHOUT LOW SPOTS OR BIRD BATH AREAS.

CONCRETE WALK AREA THAT HOLD WATER SHALL

BE REMOVED AND REPLACED AT THE

CONTRACTORS EXPENSE WITH A SURFACE THAT

DRAINS.

CS100

R

R

R

PROPOSED GRAVEL MOW STRIP, REFER TO

DETAIL 11/CS500

14.0'

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P

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Owner

07/30/2021 MAH SCR

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

LEGEND

DRAWING NOTES

0 20'10'

N

SILT FENCE, REFER TO DETAIL 06/CS500

BOTTOM OF STAIR/RAMP

01 EXISTING WATER VALVE

02 EXISTING LIGHT POLE

03 EXISTING SIGN

04 INLET PROTECTION, REFER TO DETAIL 05/CS500

05 MATCH EXISTING

06 PROPOSED SWALE, REFER TO DETAIL THIS SHEET

GENERAL NOTES

SF

GRADING AND

SWPP PLAN

A) ALL PLANS SHALL BE IN ACCORDANCE WITH

CURRENT VA AND APPLICABLE TENNESSEE

DEPARTMENT OF TRANSPORTATION STANDARDS.

B) CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATION.

C) CONTRACTOR TO REMOVE TREES AND CLEAR

AREAS AS NECESSARY TO COMPLETE ALL SITE

WORK INCLUDING GRADING AND UTILITY WORK.

D) PROTECTION OF EXISTING TREES AND

VEGETATION: PROTECT EXISTING TREES AND

OTHER VEGETATION INDICATED TO REMAIN IN

PLACE, AGAINST UNNECESSARY CUTTING,

BREAKING OR SKINNING OF ROOTS, SKINNING OR

BRUSHING OF BARK, SMOTHERING OF TREES BY

STOCKPILING CONSTRUCTION MATERIALS OR

EXCAVATED MATERIALS WITHIN DRIP LINE.

PROVIDE TEMPORARY GUARDS TO PROTECT

TREES AND VEGETATION TO BE LEFT STANDING.

E) ALL ELEVATION SHOWN ARE FINISHED GRADE

ELEVATIONS

F) ALL FILL UNDER PAVEMENT SHALL BE COMPACTED

PER SPECIFICATION

G) THE CONTRACTOR IS RESPONSIBLE FOR

BALANCING THE SITE EARTHWORK BY IMPORTING

OR EXPORTING AS NECESSARY TO ACHIEVE

DESIGN GRADES AND SPECIFICATIONS.

H) COMPACTED FILLS ARE TO BE MADE A MINIMUM OF

THREE FEET ABOVE THE CROWN OF ANY

PROPOSED SEWER PRIOR TO CUTTING OF

TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL

FILLS SHALL BE CONTROLLED, COMPACTED, AND

INSPECTED BY AN APPROVED TESTING

LABORATORY OR AN INSPECTOR FROM THE

APPROPRIATE GOVERNMENT AGENCY.

I) ADJUST ALL EXISTING CASTINGS, CLEANOUTS, ETC

WITHIN PROJECT AREA TO GRADE AS REQUIRED.

J) CONTRACTOR SHALL IMPLEMENT ALL SOIL AND

EROSION CONTROL, PRACTICES REQUIRED BY THE

VETERANS ADMINISTRATION AND THE TENNESSEE

EPA.

K) ALL GROUND SURFACE AREAS THAT HAVE BEEN

EXPOSED OR LEFT BARE AS A RESULT OF

CONSTRUCTION AND ARE TO FINAL GRADE AND

ARE TO REMAIN SO SHALL BE SEEDED AND

MULCHED AS SOON AS PRACTICAL IN

ACCORDANCE WITH SPECIFICATIONS.

L) THE CONTRACTOR SHALL VERIFY THE LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES

(INCLUDING THOSE LABELED PER RECORD DATA)

PRIOR TO THE BEGINNING OF CONSTRUCTION OR

EARTH MOVING ACTIVITIES. INFORM THE

ENGINEER OF ANY CONFLICTS DETRIMENTAL TO

THE DESIGN INTENT.

M) FORTY EIGHT HOURS BEFORE DIGGING IS TO

COMMENCE, THE CONTRACTOR SHALL NOTIFY THE

FOLLOWING AGENCIES, TENNESSEE 811 AND ALL

OTHER AGENCIES WHICH MAY HAVE

UNDERGROUND UTILITIES INVOLVING THIS

PROJECT AND ARE NON MEMBERS OF TENNESSEE

811.

N) CONTRACTOR TO GRADE LAWN AREAS TO DRAIN

AWAY FROM BUILDING

O) CONCRETE WALK SURFACE TO BE INSTALLED

WITHOUT LOW SPOTS OR BIRD BATH AREAS.

CONCRETE WALK AREA THAT HOLD WATER SHALL

BE REMOVED AND REPLACED AT THE

CONTRACTORS EXPENSE WITH A SURFACE THAT

DRAINS.

CG100

1722.35

BS: 1722.66

BS: 1723.9

BS

BS 1724

1723.88

1723.76

1721.85

1721.5

1720.39

1720.64

BS 1721

1719.40

TOE 1716.50

TOE 1716.25

TOP 1716.75

TOP 1717.00

Y

P

P

P

MATCH EXISITNG

1'

SWALE CROSS SECTION DETAIL

NTS

TOWARDS BUILDING

1722.71

1722.91

1722.5

1722.22

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0+00 0+25 0+500+50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Owner

07/30/2021 MAH SCR

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

DRAWING NOTES

0 20'10'

N

01 CLEANOUT, REFER TO DETAIL 08/CS500

02 EXISTING WATER VALVE

03 EXISTING LIGHT POLE

04 EXISTING SIGN

05 PROPOSED STORM MANHOLE. REFER TO DETAIL

09/CS500

06 PROPOSED HEADWALL, REFER TO DETAIL 12/CS500

07 PROPOSED SWALE, REFER TO SHEET CG100

08 PROPOSED YARD DRAIN, REFER TO DETAIL

13/CS500

GENERAL NOTES

STORM WATER

MANAGEMENT PLAN

A) ALL PLANS SHALL BE IN ACCORDANCE WITH

CURRENT VA AND APPLICABLE TENNESSEE

DEPARTMENT OF TRANSPORTATION STANDARDS.

B) CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATION.

C) CONTRACTOR TO REMOVE TREES AND CLEAR

AREAS AS NECESSARY TO COMPLETE ALL SITE

WORK INCLUDING GRADING AND UTILITY WORK.

D) PROTECTION OF EXISTING TREES AND

VEGETATION: PROTECT EXISTING TREES AND

OTHER VEGETATION INDICATED TO REMAIN IN

PLACE, AGAINST UNNECESSARY CUTTING,

BREAKING OR SKINNING OF ROOTS, SKINNING OR

BRUSHING OF BARK, SMOTHERING OF TREES BY

STOCKPILING CONSTRUCTION MATERIALS OR

EXCAVATED MATERIALS WITHIN DRIP LINE.

PROVIDE TEMPORARY GUARDS TO PROTECT

TREES AND VEGETATION TO BE LEFT STANDING.

E) ALL ELEVATION SHOWN ARE FINISHED GRADE

ELEVATIONS

F) COMPACTED FILLS ARE TO BE MADE A MINIMUM OF

THREE FEET ABOVE THE CROWN OF ANY

PROPOSED SEWER PRIOR TO CUTTING OF

TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL

FILLS SHALL BE CONTROLLED, COMPACTED, AND

INSPECTED BY AN APPROVED TESTING

LABORATORY OR AN INSPECTOR FROM THE

APPROPRIATE GOVERNMENT AGENCY.

G) ADJUST ALL EXISTING CASTINGS, CLEANOUTS, ETC

WITHIN PROJECT AREA TO GRADE AS REQUIRED.

H) CONTRACTOR SHALL IMPLEMENT ALL SOIL AND

EROSION CONTROL, PRACTICES REQUIRED BY THE

VETERANS ADMINISTRATION AND THE TENNESSEE

EPA.

I) ALL PROPOSED STORM SEWERS, SURFACE AND

OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE

AND MAINTAINED BY OWNER,

J) ALL STORM STRUCTURES ARE TO BE IN

ACCORDANCE WITH TENNESSEE DOT STANDARDS

UNLESS OTHERWISE NOTED.

K) FOR EXACT LOCATIONS OF DOWN SPOUTS AND

ROOF DRAINS COORDINATE WITH ARCHITECTURAL

AND PLUMBING DRAWINGS. ALL ROOF DRAINS ARE

TO BE 8" UNLESS OTHERWISE NOTED. SEE

ARCHITECTURAL DRAWINGS FOR DOWNSPOUT

DETAILS.

L) DISTANCES SHOWN FOR BOTH STORM SEWER PIPE

ARE MEASURED FROM CENTER OF STRUCTURE.

CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD

CUT LENGTH. COORDINATES FOR STORM

STRUCTURES ARE SHOWN TO THE CENTER OF

STRUCTURE UNLESS OTHERWISE NOTED.

M) ROOF DRAINS, FOUNDATION DRAINS AND ALL

OTHER CLEAN WATER CONNECTIONS TO THE

SANITARY ARE PROHIBITED.

N) THE CONTRACTOR SHALL VERIFY THE LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES

(INCLUDING THOSE LABELED PER RECORD DATA)

PRIOR TO THE BEGINNING OF CONSTRUCTION OR

EARTH MOVING ACTIVITIES. INFORM THE

ENGINEER OF ANY CONFLICTS DETRIMENTAL TO

THE DESIGN INTENT.

O) FORTY EIGHT HOURS BEFORE DIGGING IS TO

COMMENCE, THE CONTRACTOR SHALL NOTIFY THE

FOLLOWING AGENCIES, TENNESSEE 811 AND ALL

OTHER AGENCIES WHICH MAY HAVE

UNDERGROUND UTILITIES INVOLVING THIS

PROJECT AND ARE NON MEMBERS OF TENNESSEE

811.

P) ALL MANHOLES WITH DEPTH GREATER THAN 4'

SHALL BE PROVIDED WITH STEPS.

Q) ALL DOWNSPOUT AND STORM SEWER LINES TO BE

8" PVC PIPE AT A SLOPE OF 2.5% UNLESS

OTHERWISE SPECIFIED.

R) LANDSCAPE AREA TO BE GRADED TO DRAIN.

S) MAINTENANCE AREA TO BE GRADED TO DRAIN.

THE PLAZA LEVEL SHALL BE GRADED AWAY FROM

THE GRATE OPENING.

CG101

HEADWALL

INV: 1712.95

STORM MH

TOP: 1716.15

INV: 1713.15

DOWNSPOUT STORM PIPE

HIGH POINT INV ELEV: 1721.00

DOWNSPOUT OUTFALL PROFILE

EXISTING GROUND

8" PVC PIPE @ 1%

8" FOUNDATION

DRAIN PIPE

8" DOWNSPOUT

DRAIN PIPE

SEE NOTE R

SEE NOTE S

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Owner

07/30/2021 MAH SCR

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

DRAWING NOTES

0 20'10'

N

01 SANITARY MANHOLE, REFER TO DETAIL 09/CS500

02 CLEANOUT, REFER TO SHEET CG101

03 COMMUNICATION MANHOLE WITH COMPOSITE, ADA

COMPLIANT, LOCKING LID TO BE ADJUSTED TO

FINISHED CONCRETE SURFACE ELEVATION. SEE

ARCHITECTURAL FOR DETAILS.

04 STORM MANHOLE, REFER TO SHEET CG101

05 REFER TO SHEET CS100 FOR PROPOSED

CONCRETE PAD, REFER TO DETAIL 01/CS500

06 EXISTING WATER VALVE

07 EXISTING LIGHT POLE

08 EXISTING SIGN

GENERAL NOTES

UTILITY PLAN

A) ALL PLANS SHALL BE IN ACCORDANCE WITH

CURRENT VA AND APPLICABLE TENNESSEE

DEPARTMENT OF TRANSPORTATION STANDARDS.

B) CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATION.

C) CONTRACTOR TO REMOVE TREES AND CLEAR

AREAS AS NECESSARY TO COMPLETE ALL SITE

WORK INCLUDING GRADING AND UTILITY WORK.

D) PROTECTION OF EXISTING TREES AND

VEGETATION: PROTECT EXISTING TREES AND

OTHER VEGETATION INDICATED TO REMAIN IN

PLACE, AGAINST UNNECESSARY CUTTING,

BREAKING OR SKINNING OF ROOTS, SKINNING OR

BRUSHING OF BARK, SMOTHERING OF TREES BY

STOCKPILING CONSTRUCTION MATERIALS OR

EXCAVATED MATERIALS WITHIN DRIP LINE.

PROVIDE TEMPORARY GUARDS TO PROTECT

TREES AND VEGETATION TO BE LEFT STANDING.

E) ALL ELEVATION SHOWN ARE FINISHED GRADE

ELEVATIONS

F) COMPACTED FILLS ARE TO BE MADE A MINIMUM OF

THREE FEET ABOVE THE CROWN OF ANY

PROPOSED SEWER PRIOR TO CUTTING OF

TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL

FILLS SHALL BE CONTROLLED, COMPACTED, AND

INSPECTED BY AN APPROVED TESTING

LABORATORY OR AN INSPECTOR FROM THE

APPROPRIATE GOVERNMENT AGENCY.

G) ADJUST ALL EXISTING CASTINGS, CLEANOUTS, ETC

WITHIN PROJECT AREA TO GRADE AS REQUIRED.

H) CONTRACTOR SHALL IMPLEMENT ALL SOIL AND

EROSION CONTROL, PRACTICES REQUIRED BY THE

VETERANS ADMINISTRATION AND THE TENNESSEE

EPA.

I) SANITARY SERVICE SHALL BE 6" PVC-SDR-35 OR

APPROVED EQUAL THAT CONFORMS TO VA

STANDARDS. UNLESS OTHERWISE NOTED

SANITARY SERVICE IS TO BE INSTALLED AT A

MINIMUM SLOPE OF ONE PERCENT AND A MINIMUM

DEPTH OF FOUR FEET. A MINIMUM CLEARANCE OF

18 INCHES SHALL BE MAINTAINED AT ALL

WATERLINE CROSSINGS. SANITARY SERVICE

JOINTS ALL CONFORM TO ASTM D-321

J) SANITARY SEWER IS TO BE BEDDED WITH CLEAN

GRANULAR MATERIAL AGGREGATES NOT TO BE

LARGER THAN

" AND NOT SMALLER THAN NO. 8

SIEVE, FREE OF SILTS AND FINES. AASHTO M43

SIZE #67 , 7 OR 8 BEDDING TO BE A MINIMUM OF 6"

BELOW AND 12" ABOVE PIPE.

K) DISTANCES SHOWN FOR BOTH SANITARY PIPE ARE

MEASURED FROM CENTER OF STRUCTURE.

CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD

CUT LENGTH. COORDINATES FOR SANITARY

STRUCTURES ARE SHOWN TO THE CENTER OF

STRUCTURE UNLESS OTHERWISE NOTED.

L) ROOF DRAINS, FOUNDATION DRAINS AND ALL

OTHER CLEAN WATER CONNECTIONS TO THE

SANITARY ARE PROHIBITED.

M) THE CONTRACTOR SHALL VERIFY THE LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES

(INCLUDING THOSE LABELED PER RECORD DATA)

PRIOR TO THE BEGINNING OF CONSTRUCTION OR

EARTH MOVING ACTIVITIES. INFORM THE

ENGINEER OF ANY CONFLICTS DETRIMENTAL TO

THE DESIGN INTENT.

N) FORTY EIGHT HOURS BEFORE DIGGING IS TO

COMMENCE, THE CONTRACTOR SHALL NOTIFY THE

FOLLOWING…