Drawings (Updated) 6.21.21.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474 720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081 ISSUED FOR BID

Ryan Jeter

C :\R ev it

U se r F ile s\ R

_V

A C hi llic ot he

B ld g

R en ov at io n_ pa tri ck .h illi er ffe

-s er v.

co m .rv t 3/

9/

:5 5:

A

M

G000

COVER SHEET RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

CONSTRUCTION DOCUMENTS - JULY 20, 2020

VAMC CHILLICOTHE

BUILDING 25 RENOVATION

DEPARTMENT OF VETERANS AFFAIRS

CHILLICOTHE, OHIO

AD100 BASEMENT DEMOLITION PLAN

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 FIRST FLOOR REFLECTED CEILING DEMOLITION

AD103 ROOF DEMOLITION PLAN

AD200 DEMOLITION ELEVATIONS

AD300 SITE DEMOLITION PLAN

A100 BASEMENT NEW WORK FLOOR PLAN

A101 FIRST FLOOR NEW WORK PLAN

A101.1 FIRST FLOOR NEW WORK PLAN - ALTERNATE 3

A102 CLERESTORY PLAN

A103 ROOF PLAN

A110 BASEMENT REFLECTED CEILING PLAN

A111 FIRST FLOOR REFLECTED CEILING PLAN

A200 BUILDING ELEVATIONS

A300 BUILDING SECTIONS

A301 BUILDING SECTIONS

A310 WALL SECTIONS

A311 WALL SECTIONS

A401 ENLARGED RESTROOM PLANS AND ELEVATIONS

A402 ENLARGED PLANS AND ELEVATIONS

A403 INTERIOR ELEVATIONS

A501 PARTITION TYPES AND DETAILS

A510 EXTERIOR SECTION DETAILS

A511 EXTERIOR SECTION DETAILS

A520 CASEWORK SECTIONS AND DETAILS

A530 PLAN DETAILS

A540 STORAGE RACK PLAN AND ELEVATIONS

A601 DOOR SCHEDULE AND DOOR DETAILS

A602 DOOR AND WINDOW DETAILS

A701 STAIR PLANS AND SECTIONS

A702 STAIR PLANS AND SECTIONS

A703 RAMP PLANS AND SECTIONS

A704 RAMP AND STAIR DETAILS

A901 FINISH SCHEDULE AND DETAILS

A902 WALL PROTECTION AND FLOOR FINISH PLAN

A903 EQUIPMENT PLANS

A904 FURNITURE PLAN

A905 INTERIOR SIGN LOCATION PLANS

SHEET NUMBER SHEET NAME

G000 COVER SHEET

G001 PROJECT GENERAL NOTES, ABBREVIATIONS AND

SYMBOLS

G002 SITE PLAN

G003 LIFE SAFETY PLANS

C100 DEMOLITION PLAN

C101 UTILITY PLAN

C102 GRADING PLAN

C103 LOCATION AND MATERIAL PLAN

C500 DETAILS

L100 PLANTING PLAN

FP001 FIRE PROTECTION LEGEND

FP101 BASEMENT & FIRST FLOOR FIRE PROTECTION PLANS

VIEW FROM NORTHEAST CORNER

VIEW FROM SOUTHWEST CORNER

PD101 PLUMBING DEMOLITION - BASEMENT PLAN

PD102 PLUMBING DEMOLITION - FIRST FLOOR PLAN

PD103 PLUMBING DEMOLITION - BUILDINGS 228, 38, 39, 40, 41

PL101 PLUMBING NEW WORK - BASEMENT PLAN

PL102 PLUMBING NEW WORK - FIRST FLOOR PLAN

PL103 PLUMBING NEW WORK - ROOF PLAN

PL401 PLUMBING NEW WORK - ENLARGED PLANS

PL501 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES AND DIAGRAMS

PL602 PLUMBING SANITARY & VENT ISOMETRICS

MD101 BASEMENT AND FIRST FLOOR DEMOLITION

MD102 MECHANICAL STEAM PIPING - DEMOLITION BASEMENT PLAN

MD103 MECHANICAL STEAM PIPING - DEMOLITION FIRST FLOOR PLAN

MD104 MECHANICAL STEAM PIPING - DEMOLITION BUILDINGS 228, 38,

39, 40, 41

MH101 BASEMENT HVAC NEW WORK

MH102 FIRST FLOOR HVAC NEW WORK

MH103 ROOF HVAC

MH501 DETAILS

MH502 CONTROL DETAILS

MH503 HVAC SECTION VIEW, AIRFLOW DIAGRAM

MH504 BASEMENT DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

E001 ELECTRICAL SYMBOL LEGEND & LIGHTING SCHEDULE

EL100 NEW LIGHTING BASEMENT & CRAWL SPACE PLAN

EL101 NEW LIGHTING FIRST FLOOR PLAN

SB100 OVERALL FOUNDATION PLAN

SB101 NEW BUILDING AND EAST LOADING DOCK FOUNDATION/SLAB

PLANS

SB101.1 EAST LOADING DOCK FOUNDATION/SLAB PLANS - ALT. #3

SB102 FOUNDATION PLAN NORTH SIDE

SB301 FOUNDATION SECTIONS

SB501 FOUNDATION/SLAB DETAILS

MP101 BASEMENT PIPING NEW WORK

MP102 FIRST FLOOR PIPING NEW WORK

MP103 MECHANICAL STEAM PIPING PLANS

MP501 MECHANICAL PIPING DETAILS

MP502 MECHANICAL PIPING DETAILS II

MP503 MECHANICAL PIPING CONTROL DETAILS

MP601 MECHANICAL PIPING SCHEDULES AND DIAGRAMS

ED100 DEMOLITION ELECTRIC-BUILDNG 25-BASEMENT FLOOR PLAN

ED101 DEMOLITION POWER / SIGNAL-BUILDING 25-FIRST FLOOR

ED102 DEMOLITION LIGHTING FIRST FLOOR PLAN

ED103 DEMOLITION SITE POWER PLAN - BUILDING T41, T233, T313

ED104 DEMOLITION FIRE ALARM BUILDING 25 FLOOR PLAN

ED105 DEMOLITION FIRE ALARM SITE PLAN - BUILDING T228, T38,

T39, T40

ED106 DEMOLITION FIRE ALARM SITE PLAN - BUILDING T41, T233,

T313

ED202 ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM

EP100 NEW POWER BASEMENT FLOOR PLAN

EP101 NEW POWER FIRST FLOOR PLAN

EP102 NEW POWER ROOF PLAN

EP301 ELECTRICAL DETAILS

EP302 ENLARGED PRIMARY POWER PLAN & DETAILS

EP400 PARTIAL ELECTRICAL SINGLE LINE DIAGRAM - CAMPUS

EP401 ELECTRICAL SINGLE LINE DIAGRAM - BUILDING 25

EP601 PANEL SCHEDULES

EP602 PANEL SCHEDULES

ES100 ELECTRICAL SITE PLAN

ES101 SIGNAL SITE EXISTING MANHOLE PLAN

ES102 ELECTRICAL SITE PLAN

SF100 OVERALL FRAMING LAYOUT

SF101 MAIN STRUCTURAL FRAME

SF301 FRAMING SECTIONS

SF501 FRAMING DETAILS

S001 GENERAL NOTES

P001 PLUMBING LEGEND AND GENERAL NOTES

M001 MECHANICAL SYMBOLS

GENERAL

CIVIL

LANDSCAPE

ARCHITECTURAL

STRUCTURAL

FIRE PROTECTION

PLUMBING

HEATING, VENTILATING, AIR

CONDITIONING AND REFRIGERATION

ELECTRICAL

EY100 NEW SIGNAL & FIRE ALARM BASEMENT FLOOR PLAN

EY101 NEW SIGNAL & FIRE ALARM FIRST FLOOR PLAN

EY102 NEW FIRE ALAM BUILDING 213, T233, & T313

EY200 SECURITY FIBER SINGLE LINE DIAGRAM

EY201 FIRE ALARM SINGLE LINE DIAGRAM

EY300 SIGNAL CLOSET DETAILS

EY301 ACCESS CONTROL DETAILS

EXP DATE 12/31/19 08/14/19Revisions: Date:

A.D.

AC.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL TILE/PANEL

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.

C.M.U.

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.

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

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.

S.C.

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&BOT.

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.

ABBREVIATIONS

COR CONTRACTING

OFFICER

REPRESENTATIVE

SIM

A102 A103

Room name

150 SF

A101

SIM

1 View Name 1/8" = 1'-0"A101

Name Elevation

A101

SIM

1i

A101

SIM

A

C1

10'-0"A.F.F.

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

WINDOW TAG

VIEW NAME W/ SCALE

ADDENDUM TAG

CEILING TAG W// HEIGHT

DETAIL SECTION NUMBER W/ SHEET NUMBER

NORTH ARROW

CL

CLOCK

LIGHT

SWITCH

ELECTRICAL

CABINETCOUNTER

30" HIGH

OUTLET ABOVE

ELECTRICAL

OUTLET ABOVE

36" HIGH BASE

THERMOSTAT

PAPER

TOWEL

DISPENSER

COAT

HOOK

ELECTRICAL

OUTLET

ROBE

HOOK

WALL

PHONE/

INTERCOM

FIRE

EXTINGUISHER

CABINET

NOTE: TYPICAL MOUNTING HEIGHTS,

UNLESS NOTED OTHERWISE

CL

T Y

P

" 3

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. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE

DISRUPTIONS OF NORMAL FUNCTIONS OF THE OWNER'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE OWNER FOR THE SCHEDULED TIME

OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE OWNER.

THE OWNER 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.

9. 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 OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES

DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION

ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER 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.

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

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT

ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

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

FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE OWNER 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.

16. REMOVAL OF A PARTICULAR ITEM IS TO 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.

17. 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.

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

UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

19. 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.

20. 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.

21. 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.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL

PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

24. 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.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED

STOCK BEFORE ORDERING NEW MATERIAL.

26. IF THE CONTRACTOR ENCOUNTERS A HAZARDOUS MATERIAL OR SUBSTANCE NOT ADDRESSED IN THE CONTRACT DOCUMENTS AND IF REASONABLE PRECAUTIONS WILL BE INADEQUATE TO PREVENT FORESEEABLE BODILY INJURY OR DEATH TO PERSONS RESULTING FROM A MATERIAL OR SUBSTANCE, INCLUDING BUT NOT LIMITED TO ASBESTOS OR POLYCHLORINATED BIPHENYL (pcb), ENCOUNTERED ON THE SITE BY THE CONTRACTOR, THE CONTRACTOR SHALL, UPON RECOGNIZING THE CONDITION, IMMEDIATELY STOP WORK IN THE AFFECTED AREA AND NOTIFY THE OWNER AND

ARCHITECT OF THE CONDITION.

GENERAL PROJECT NOTES FOR EXISTING FACILITIES:GENERAL PROJECT NOTES FOR NEW WORK:

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 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. 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 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.

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 ARCHITECTURAL 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 SAFED 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.

BLOCKING = 2x8 FIRE

RETARDANT TREATED WOOD,

(FRTW). USE SPRUCE PINE FIR

NO. 2, TREATED W/ DRICON

WHERE BLOCKING ATTACHES

TO THE OPEN SIDE OF WALL STUD,

PROVIDE 20 GA. TRACK x 7 1/4"

LONG.

SCREW TO STUD W/ 4 - NO.10-16

SCREWS EA. SIDE.

SCREW THROUGH STUD OR

TRACK INTO THE END OF THE

WOOD BLOCKING W/ 4 - NO. 9-18 x

1 1/2" CUT THREAD WOOD

SCREWS. SCREWS SHALL HAVE A

PROTECTIVE COATING.

AN ACCEPTABLE FASTERNER IS

BUILDEX 9-18 x 1 1/2" HWH

TRUGRIP COATED W/ CLIMASEAL.

TYP.

3/4" MAX.

BLOCKING = 8" DEEP x 14 GA.

TRACK W/ 1 1/4" FLANGES

CLIP & BEND FLANGES EA. END.

CONNECT EA. END

W/ 4 - NO.10-16 SCREWS

WHERE BLOCKING ATTACHES

TO OPEN SIDE OF WALL STUD,

PROVIDE 20 GA. TRACK x 8"

LONG.

SCREW TO STUD W/ 4 - NO.10-16

SCREWS EA. SIDE

WHERE BLOCKING ATTACHES

TO OPEN SIDE OF WALL STUD,

PROVIDE 20 GA. TRACK x 8" LONG.

SCREW TO STUD W/ 4 - NO.10-16

SCREWS EA. SIDE

BLOCKING = 8" DEEP x 14 GA.

TRACK W/ 1 1/4" FLANGES

12 GA.CLIP ANGLE 2"x2"x7 1/2" TALL

W/ 4 - NO. 10-16 SCREWS IN EA. LAG.

WALL BLOCKING

TYPE 1

WALL BLOCKING

TYPE 2

WALL BLOCKING

TYPE 3

OPTION B - PLAN VIEW

OPTION A - PLAN VIEW

OPTION A - ELEVATION VIEW

OPTION B - (SIMILAR)

BLOCKING = 18 GA. x 8" MIN.

TALL SHEET STEEL.

SCREW TO STUDS W/ 4 - NO.

10-16 SCREWS @ EA. END.

PROVIDE ONE ADDITIONAL

SCREW EA. END FOR EACH

2" ADDITIONAL HEIGHT

INCREASE IN THE BLOCKING

PLATE.

IF BLOCKING PLATE IS

CONTINUOUS @ A WALL

STUD, PROVIDE 2 ROWS OF

SCREWS.

OF PLATE TYP.

1/2" MIN. DISTANCE

FROM EDGE

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

NOTES:

WALL BLOCKING TYPE 1:

TO BE USED FOR WALL MOUNTED ITEMS THAT WEIGH 50 POUNDS OR LESS AND THAT ARE NOT INTENDED FOR HUMAN SUPPORT. EXAMPLES OF WALL MOUNTED ITEMS THAT ARE INTENDED FOR HUMAN SUPPORT ARE HANDRAILS AND GRAB BARS. THESE CANNOT HAVE WALL BLOCKING TYPE 1.

WALL BLOCKING TYPE 2 OR 3:

TO BE USED FOR ALL OTHER WALL MOUNTED ITEMS NOT MEETING THE REQUIREMENTS FOR WALL BLOCKING TYPE 1.

THE CONTRACTOR MUST COORDINATE WITH ALL TRADES TO DETERMINE WHICH TYPE OF WALL BLOCKING IS REQUIRED FOR EACH WALL MOUNTED ITEM. ALL ANCHORS SHALL EXTEND THROUGH THE WALL FINISH INTO THE BLOCKING. AVOID THE USE OF PLASTIC TYPE ANCHOR DEVISES. MANUFACTURERS OF THE WALL MOUNTED ITEMS MUST PROVIDE THE PULLOUT AND SHEAR FORCES AT THE ANCHORS DUE TO THE WEIGHT OF THE ITEM AS WELL AS THE LOADS THAT ARE REQUIRED TO BE SUPPORTED BY THE ITEM AS MANDATED BY THE GOVERNING AUTHORITY. ANCHORS MUST HAVE ADEQUATE STRENGTH TO SUPPORT THESE FORCES. CONTRACTOR HAS THE OPTION TO USE A PROPRIETARY

BLOCKING SYSTEM WHICH MUST BE SUBMITTED TO THE C.O.R. FOR APPROVAL.

CHILLICOTHE

VETERANS AFFAIRS

MEDICAL CENTER

US ROUTE

STATE ROUTE 104

NORTH

N.T.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/2

/2

:0

:1

A

M

G001

PROJECT GENERAL NOTES,

ABBREVIATIONS AND SYMBOLS

RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

ABBREVIATIONS

SYMBOLS & ANNOTATIONS

TYP. MOUNTING HEIGHTSGENERAL PROJECT NOTES FOR EXISTING FACILITIESGENERAL PROJECT NOTES FOR NEW WORK

TYPICAL BLOCKING DETAILS IN METAL STUD WALLS VICINITY MAPSUMMARY OF BID ALTERNATES

ALTERNATES

SEE BLOCK 10, STANDARD FORM (SF) 1442, AND ANY CONTINUATION THERTO, FOR A DETAILED LIST OF BID

ITEMS.

Revisions: Date:

CHAIN LINK FABRIC

6" X 6" SQ TUBE POST

6" X 2" BOLT ON 180° HINGE

1" SQ GUSSETS

GATE FRAMING TYP.

3/16"∅ CABLE TRUSSING

2" X 2" SQ TUBE

LATCH FOR

PADLOCK

DROP ROD GATE HELPER

WHEELS

GALVANIZED

2" 5'-10 5__

" 2" 5'-10

5__

" 2" 3 1_

" 2" 5'-10 5__

" 2" 5'-10 5__

" 2" 1

5_

"1 5_

25'-0"

6' -0

A2003

A200

A200

A200

NORTH

BUILDING 22

BLDG 20

BUILDING 25

BUILDING 25 ADDITION

1,000 SF

50'-0"

AIR-COOLED

CHILLER

TRANSFORMER

HINES BLVD

R.D.R.D.

10 10

5'-0"

6'-0"

1. 5'-0" WIDE SIDEWALK TO BUILDING EXIT

2. ADA RAMP. REFER TO RAMP DETAILS ON SHEET A501

3. NOT USED.

4. MATERIAL STORAGE CANOPY. REFER TO PLANS AN DETAILS ON SHEET A540.

(OMIT STORAGE CANOPY FOR ALTERNATE #2)

5. OUTDOOR PAVILLION PAVING. REFER TO CIVIL DRAWINGS. (OMIT FOR ALTERNATE #2)

6. NOT USED.

7. INSTALL 8'-0" TALL CHAIN LINK FENCE WITH DUAL GATES MOUNTED ON PAD OF PREVIOUSLY

DEMOLISHED BUILDING. REFER TO ALTERNATE 1 SCOPE.

8. 6' CHAIN LINK FENCE

9. 4' WIDE MAN GATE WITH PAD LOCK AND HASP (HW-20).

10. 25' BI-PARTING GATE WITH PAD LOCK AND HASP (HW-20). GATE TO HAVE WHEELS PER DETAIL.

11. 10' SECTION OF FENCE 4' FROM LOADING DOCK. STEP UP FENCE ONTO LOADING DOCK AND

PROVIDE A GATE ON LOADING DOCK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\c a rt e \D o c u m e n ts

\0 R e v it L o c a l M o d e ls

\2

\R

V A

C h ill ic o th e

B ld g

R e n o v a ti o n c a rt e r.

d a n ie l0

.r v t

/8

/2

:4

:3

A

M

G002

SITE PLAN RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1/16" = 1'-0"G002

1 SITE PLAN

KEYNOTES - SITE PLAN 1

1/4" = 1'-0"G002

2 Gate

MECHANICAL

ROOM / PIPE

MECHANICAL

MIXING ROOM

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

FEC-1

FEC-1

FEC-1

OFFICE AND

SCHNEIDER

ELECTRIC

MONITORING

STATION

OFFICE AND

BAS

MONITORING

STATION

MECHANICAL

ELEC.

UNISEX

MEN

TOOL

STORAGE

ELECTRICAL

CONFERENCE

ROOM

ELECTRICAL

SHOP

WELDING

PAINT SHOP

OFFICE

BREAK ROOM

TLT

PAINT

STORAGE

PEST

CONTROL /

SIGNAGE

SHOP

SOILED LINEN

CLEAN LINEN

STORAGE

ENVIRONMENTAL

MANAGEMENT

TOOL

STORAGE

103A

OFFICE

LAUNDRY

PAINT OFFICE

A/C PIPE SHOP

CONFERENCE

ROOM

IT ROOM

CORRIDOR

CORRIDOR

LOCKER

ROOM

WORKSHOP

(81') (139')

FE-2FE-2

FE-2

FE-1

FE-1

FE-2

FE-1

FE-1

EXIT TRAVEL (DISTANCE)

STORAGE, ORDINARY HAZARD

SPECIAL-PURPOSE INDUSTRIAL, ORDINARY HAZARD

SPECIAL-PURPOSE INDUSTRIAL, HIGH HAZARD

FIRE EXTINGUISHER ON WALL HOOK

(xx')

FE-1

1-HR FIRE RESISTANCE-RATED WALL

SMOKE PARTITION, NON-RATED

FULLY-RECESSED FIRE EXTINGUISHER CABINETFE-2

SEMI-RECESSED FIRE EXTINGUISHER CABINETFE-3

NFPA 101 2015 Code Review Joint Commission employs 2015 NFPA 101 for its code review.

Chapter 6 – Classification of Occupancy and Hazard of Contents

• 6.1.14.4 - Separated Occupancies consisting of:

- 6.1.12 - Special Purpose Industrial Occupancy, 6.2.2.3 - Ordinary Hazard Contents

- 6.1.12 - Industrial Occupancy, 6.2.2.4 - High Hazard Contents

- 6.1.13 - Storage Occupancy, 6.2.2.3 - Ordinary Hazard Contents

Required separation of occupancies: 1-hr fire-resistance rated (Table 6.1.14.4 (b))

Chapter 7 – Means of Egress

• 7.1.3.2.1 – Exit Separation

(1) Connecting 3 or fewer stories: 1-hr fire rating req’d.

(8) Openings in separation wall: fire doors with closers per 7.2.1.8.

• with ANSI/UL 294, Standard for Access Control System Units.Table 7.2.2.2.1.2(B) – Minimum new stair width: <2000 occup load all stories = 44” min width.

• 7.2.4.3 – Fire Barriers – Minimum 2-Hr. fire rating at horizontal exits.

• 7.3.1 – Occupant Load:

1st Floor:

Industrial Use, Special-Purpose Maximum probable occupants = # occup.

Industrial Use, High Hazard 884 s.f. @ 100 s.f./occ. = 9 occup Storage Use Maximum probable occupants = # occup.

# s.f. Total occupants = # occup.

Basement:

Accessory Spaces # s.f. @ 100 s.f./occ. = # occup.

# s.f. Total occupants = # occup.

• 7.3.3.1 – Egress capacity:

• Stairs - 0.3” per occup; Level components and ramps - 0.2” per occup.

• Stairs (High hazard) - 0.7" per occup; Level components and ramps - 0.4" per occup.

• 7.4.1.1 – Min. number of means of egress from any story = 2.

(1) Single means of egress permitted where in Chapter 11 though 43.

Chapter 8 – Features of Fire Protection

• Table 8.3.4.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Fire Window Vert. shafts (stairs, exits):2 hr 1-1/2 hr NP

1 hr 1 hr NP Fire Barriers: 2 hr 1-1/2 hr NP

1 hr ¾ hr NP Horiz. Exits: 2 hr 1-1/2 hr ¾ hr Smoke Barriers: 1 hr 1/3 hr ¾ hr

• 8.3.5.1 – Firestop Systems – Penetrations that pass thru a barrier shall be protected by a firestop system or device.

• 8.3.5.7 – Openings thru fire barriers for air-handling ductwork shall be protected per 9.2.1.

• 8.4.3.5 – Smoke Partition doors shall be self or auto-closing per 7.2.1.8. Exception: see 18.3.6.3.11 and

20.3.6.2.1.

• 8.5.3 – A Fire Barrier shall be permitted to be used as Smoke Barrier per Section 8.5.

• 8.6.1 - Floor Smoke Barriers – Every floor that separates stories in a Building. shall be constructed as a smoke barrier per 8.5 and shall be permitted opg’s. per 8.6.6 thru 8.6.9.

• 8.6.5 – Shafts- Req’d Fire Rating:

Connecting 4 or more stories: 2-hr Fire Barrier.

Other new shaft enclosures: 1-hr Fire Barrier.

• 8.6.9 -- Convenience Opening - Unenclosed vertical openings not concealed within building constructed as follows (18.3.1.2):

(1) Such openings shall connect not more than two adjacent stories (one floor pierced only).

(2) Such openings shall be separated from unprotected vertical openings serving other floors by a barrier complying with 8.6.5.

(3) Such openings shall be separated from corridors.

(4) In other than approved, existing convenience openings, such openings shall be separated from other fire or smoke compartments on the same floor.

(5) In new construction openings shall be separated from the corridor referenced in 8.6.9.1(3) by a smoke partition.

(6) Such openings shall not serve as a required means of egress.

• 8.7.1.1 – Protection from any degree of hazard shall be provided by one of the following means:

(2) Protecting an area with an automatic extinguishing system per section 9.7.

• 8.7.1.3 – Special Hazard Protection – Doors: min. ¾ hr fire rated, self or auto-closing per 7.2.1.8

• 8.7.3 - Flammable Liquids and Gasses - The storage and handling of flammable liquids and gasses shall be in accordance with the following standards:

(1) NFPA 30, Flammable and Combustible Liquids Code

(2) NFPA 54, National Fuel Gas Code

(3) NFPA 58, Liquefied Petroleum Gas Code

Chapter 9 – Building Service and Fire Protection Equipment

• 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA 70 and 72.

• 9.6.3.1 – Occupant notification shall be provided per 9.6.3, 18.3.4.3.1, and 20.3.4.3.1.

• 9.6.3.4 – Where permitted by Chapters 11 thru 43, a positive alarm sequence shall be permitted per NFPA 72 (See 20.4.3).

• 9.6.4.1 – Emergency Forces notification req’d per 9.6.4, 18.3.4.3.2.1, and 20.3.4.3.2.1.

• 9.6.5.1 – Fire safety functions shall be installed per NFPA 72 as req’d per 9.6.5, 18.3.4.4, and 20.3.4.4.

• 9.6.7.1 – Alarm annunciation is required per 9.6.7 through 9.6.7.8.

• 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1, 18.3.5.1, and 20.2.5.2.1 shall comply with NFPA 13.

Chapter 42 – Storage Occupancies

• 42.1.2.2 - Incidental in another occupancy shall not be the basis for overall occupancy classification.

• 42.2.1.1 - Each required means of egress shall be in accordance with applicable portions of Chapter 7.

• 42.2.4.1 - Number of means of egress

(2) In ordinary hazard storage occupancies, a single means of egress shall be permitted from any story provided that the exit can be reached within the distance permitted as a common path of travel.

(3) The building shall have not less than two separate means of egress as remotely located from each other as practicable.

• Table 42.2.5 - Arrangement of Means of Egress, Ordinary Hazard Storage

Dead end corridor, protected by sprinkler - 100' Common path of travel, protected by sprinkler - 100'

• Table 42.2.6 - Maximum Travel Distance to Exits Protected, Ordinary Hazard Storage - 400'

Chapter 40 – Industrial Occupancies

• 40.1.1.5 - Incidental High Hazard operations protected in accordance with sections 8.7 and 40.3.2 shall not be the basis for high hazard industrial occupancy classification.

• 40.2.4.1.1 - Not less than two means of egress shall be provided from every story, not less than one exit shall be reached without traversing another story.

• 40.2.4.1.2 - A single means of egress shall be permitted from any story in low or ordinary hazard industrial occupancies, provided that the exit can be reached within the distance permitted as a common path of travel.

• 40.2.5.1 - Arrangement of Means of Egress, Special-Purpose Industrial

Dead end corridor, protected by sprinkler - 50' Common path of travel, protected by sprinkler - 100'

• 40.2.6.1 - Maximum Travel Distance to Exits Protected, Special-Purpose Industrial - 400'

• 40.3.3.2 - Interior ceiling and wall finish shall be class A, B, or C

• 40.3.3.3.1 - Interior floor finish in exit enclosures and exit access corridors shall not be less than Class II.

• 40.7.2 - Soiled Linen and Trash Receptacles - requirements of 10.3.9 for containers with capacity of 20 gal or more shall not apply.

NFPA 30 (2015) – Flammable Liquids (Used in Industrial Occupancy)

• 18.5 - Incidental Operations

• 18.5.5.4.1 - Maximum quantity of liquids permitted in a single fire area shall not exceed:

(1) The amount required to supply incidental operations for one continuous 24-hour period or

(2) The aggregate sum of the following:

(a) 25 gal of Class IA liquids in containers

(b) 120 gal of Class IB, Class IC, Class II, or Class III liquids in containers

(c) 1585 gal of any combination of the following:

i. Class IB, IC, or IIIA liquids in metal portable tanks or metal intermediate bulk containers, each not exceeding 793 gal.

ii. Class II or Class IIIA liquids in nonmetallic intermediate bulk containers, each not exceeding 793 gal.

(d) 20 portable tanks or intermediate bulk containers each not exceeding 793 gal or Class IIIB liquids.

NFPA 10 (2013) – Installation of Portable Fire Extinguishers Table 6.2.1.1 Class A - Ordinary (Moderate) Hazard Occupancy

Min rated extinguisher - 2-A Max floor area for extinguisher per unit of A - 1,500 square feet Max floor area for extinguisher - 11,250 ft Max travel distance - 75 ft

Class A - Extra (High) Hazard Occupancy Min rated extinguisher - 4-A Max floor area for extinguisher per unit of A - 1,000 square feet Max floor area for extinguisher - 11,250 ft Max travel distance - 75 ft

Plumbing 2017 Ohio Plumbing Code VA TIL plumbing requirements

NFPA 13

HVAC

2019 VA HVAC Design Manual 2017 Ohio Mechanical Code NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

Eletrical NFPA 70-11 National Electric Code.

NFPA 101-12 Life Safety Code.

NFPA 72-13 Fire Alarm and Signaling Code.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

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/1

/2

:4

:5

P

M

G003

LIFE SAFETY PLANS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/32" = 1'-0"G003

1 BASEMENT LIFE SAFETY PLAN

3/32" = 1'-0"G003

2 FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

CODE REVIEW

MISC. CODES

WW

W W

W W W

W

W

W W

W W

W W

W W

W

BUILDING # 25

BUILDING # 22

BUILDING # 20

HEINZ BLVD.

BU

IL

D

IN

G

BUILDING

# T41

10 12

10 12

W3

VIVIAN LLAMBI & ASSOCIATES, INC.

ENVIRONMENTAL DESIGN LANDSCAPE ARCHITECTURE

COMMUNITY PLANNING URBAN DESIGN

2312 Park Avenue, Cincinnati, Ohio 45206 Phone: 513.559.9444, Fax: 513.559.0164

101 North 7th Street, Louisville, KY 40202 Phone: 502.409.0479, Fax: 502.561.3444

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

ISSUED FOR BID

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C :\U se rs

\C ra ig Li eg ib el \D oc um en ts

\S tru ct ur al _c ra ig

.li eg ib el ffe

-s er v.

co m .rv t

538-16-101

08/14/2019Revisions: Date:

REBID 03/01/2019

Chillicothe VAMC

CHILLICOTHE BLDG 25

RENOVATION

Feet 1:240

40200 10

EROSION CONTROL NOTES

A. FORTY-EIGHT HOURS PRIOR TO ANY EARTH DISTURBING WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE.

B. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN, CONSTRUCTION.

SEDIMENT CONTROL PRACTICES SHALL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE SITE. ALL RUNOFF RESULTING FROM CONSTRUCTION OPERATIONS MUST BE FILTERED BY APPROVED METHODS PRIOR TO

DISCHARGING TO THE STORM SEWER SYSTEM.

C. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR AND REPAIRED ONCE A WEEK AND AFTER EVERY 12" OF RAIN. RECORDS OF SUCH INSPECTION SHALL BE KEPT AT THE JOB SITE AND BE AVAILABLE FOR

IMMEDIATE REVIEW UPON REQUEST.

D. IN ADDITION TO ANY TEMPORARY EROSION, SEDIMENT, AND DEBRIS CONTROL DETAILS AND NOTES SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS, EARTH DIKES, TEMPORARY OR PERMANENT SEEDING, MULCHING AND/OR MULCH NETTING, OR ANY OTHER GENERALLY ACCEPTED METHODS TO PREVENT EROSION, MUD, AND DEBRIS FROM BEING DEPOSITED ON OTHER PROPERTY, ON NEWLY CONSTRUCTED OR EXISTING ROADS, OR INTO EXISTING

SEWERS OR NEW SEWERS WITHIN THE DEVELOPMENT.

E. 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. DISTURBED AREAS THAT LIE DORMANT FOR 21 DAYS OR MORE SHALL BE SEEDED OR PROTECTED WITHIN 7 CALENDAR DAYS OF THE DISTURBANCE.

OTHER SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT

THE CONCLUSION OF CONSTRUCTION, BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.

F. UNTIL IMPROVEMENTS IN THE DEVELOPMENT HAVE BEEN COMPLETED, THE CONTRACTOR SHALL TAKE SUCH MEASURES AS ARE NECESSARY TO PREVENT EROSION OF GRADED SURFACES ONTO ROADWAYS, INTO DRAINAGE COURSES, OR ADJOINING

PROPERTY WHEN THE MUD AND DEBRIS ORIGINATES FROM THE EARTH MOVING OPERATIONS.

G. ALL MUD/DIRT TRACKED ONTO ROADS FROM THE SITE, DUE TO CONSTRUCTION, SHALL BE PROMPTLY (WITHIN 24 HOURS)

REMOVED.

H. ALL MEASURES SHALL COMPLY WITH "RAINWATER AND LAND DEVELOPMENT, OHIO'S STANDARD FOR STORM WATER

MANAGEMENT, LAND DEVELOPMENT, AND URBAN STREAM PROTECTION", (LATEST EDITION).

DEMOLITION KEY NOTES:

1. EXISTING STEAM TUNNEL TO REMAIN. PROTECT FROM DAMAGE.

2. EXISTING STEAM CHAMBER TO REMAIN. PROTECT FROM DAMAGE.

3. EXISTING DRAINAGE STRUCTURE TO REMAIN. PROTECT FROM DAMAGE.

4. EXISTING ASPHALT PAVING TO REMAIN. PROTECT FROM DAMAGE.

5. NOT USED.

6. EXISTING FIRE HYDRANT TO BE RELOCATED. REFER TO UTILITY PLAN.

7. EXISTING STRUCTURES TO BE DEMOLISHED. REFER TO ARCHITECTURAL PLANS.

8. NOT USED.

9. EXISTING POST INDICATOR VALVE (PIV) TO BE RELOCATED. REFER TO SHEET C101 FOR NEW LOCATION.

10. SAWCUT EX. PAVEMENT IN NEAT, STRAIGHT LINES TO CREATE A CLEAN JOINT. (TYPICAL ALL LOCATIONS.)

11. REMOVE EXISTING CONCRETE PAVEMENT TO THE EXTENTS INDICATED.

12. REMOVE EXISTING ASPHALT PAVEMENT TO THE EXTENTS INDICATED

13. REMOVE EXISTING CURB.

14. REMOVE EXISTING SHED AND SLAB.

15. REMOVE EXISTING DOWNSPOUT LEADER. PLUG AND ABANDONED BELOW GRADE.

16. REMOVE EXISTING ELECTRICAL BOX.

17. DEDUCT ALTERNATE BID ITEM 1. REMOVE EXISTING STRUCTURE. PRESERVE SLAB. REFER TO SHEET C103.

18. DEDUCT ALTERNATE BID ITEM 2. EXISTING LIGHT TO BE REMOVED FOR STORAGE. CONVERT BASE TO PULL BOX. REFER TO

SHEET C101.

19. DEDUCT ALTERNATE BID ITEM 2. LIMIT OF DEDUCT ALTERNATE BID ITEM 2. ALL WORK SOUTH OF THIS LINE IS OMITTED IF THE

ALTERNATE IS SELECTED.

GENERAL NOTES

A. SITE UTILITY CONTRACTOR RESPONSIBLE TO 5' OUTSIDE OF BUILDING. REFER TO MEP DRAWINGS FOR CONTINUATION.

B. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

VLA MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES IN THE AREA EITHER IN-SERVICE OR ABANDONED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING UTILITIES AND ELEVATIONS BEFORE THE START OF

CONSTRUCTION.

C. CONTRACTOR SHALL ACCOMPLISH A UTILITY LOCATE SURVEY TO LOCATE AND VERIFY LOCATION OF ALL SURFACE AND SUB-SURFACE UTILITIES (CHARTED AND UNCHARTED) PRIOR TO CONSTRUCTION. MARKINGS SHALL BE MAINTAINED BY THE

CONTRACTOR.

D. CONTRACTOR SHALL APPLY FOR A CHILLICOTHE VAMC DIG PERMIT A MINIMUM OF 7 DAYS IN ADVANCE OF DIGGING ACCORDING TO STANDARD OPERATING PROCEDURE 32. AN APPROVED PERMIT IS REQUIRED PRIOR TO ANY DIGGING.

E. CONTACT OHIO UTILITIES PROTECTION SERVICE 1-800-362-2764 TWO WORKING DAYS BEFORE DIGGING.

F. FIELD VERIFY EXISTING ELEVATIONS AS INDICATED. REPORT ANY DISCREPANCY TO CONSTRUCTION MANAGER PRIOR TO

START OF GRADING OPERATIONS.

G. THE CONTRACTOR SHALL COORDINATE DEMOLITION TO MAINTAIN UTILITY SERVICE.

H. THE CONTRACTOR IS URGED TO DIVERT CONSTRUCTION DEBRIS FROM DISPOSAL IN LANDFILLS AND INCINERATORS.

REDIRECT RECYCLABLE RECOVERED RESOURCES BACK TO THE MANUFACTURING PROCESS WHENEVER POSSIBLE.

REDIRECT REUSABLE MATERIALS TO APPROPRIATE SITES OR RECYCLING FACILITIES.

I. VIVIAN LLAMBI & ASSOCIATES MAKES NO WARRANTY OR REPRESENTATION AS TO THE QUALITY AND ACCURACY OF BASE INFORMATION AND EXISTING CONDITIONS. CONTRACTOR IS ADVISED TO VERIFY ALL CRITICAL DIMENSIONS AND ELEVATIONS.

C100

DEMOLITION PLAN

07/20/2020

RYAN JETER

WW

W

W W W

W

W

W W

W W

W W

W W

W

BUILDING # 25

BUILDING # 22

BUILDING # 20

HEINZ BLVD.

BU

IL

D

IN

G

BUILDING

# T41

EX SAN MH 08

RIM:660.74

INV IN:651.74 12" VCP

INV OUT:651.74 12" VCP

BUILDING CONNECTION

INV OUT:658.00 4"

W3

A101.1

EX SAN MH 04

RIM:662.04

INV IN:653.74 10" VCP

INV OUT:653.34 12" VCP

EX STRM MH03

RIM:669.31

INV IN:662.23 18" VCP

INV IN:663.01 12" VCP

INV OUT:662.23 18" VCP

EX MH06

RIM:662.83

INV IN:658.46 18" VCP

P3

P2BP1

P2A

B

B

B

0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50

BUILDING CONNECTION

INV OUT:658.00 4"

EXISTING 12" SANITARY

PROPOSED DOWNSPOUT LEADER

VIVIAN LLAMBI & ASSOCIATES, INC.

ENVIRONMENTAL DESIGN LANDSCAPE ARCHITECTURE

COMMUNITY PLANNING URBAN DESIGN

2312 Park Avenue, Cincinnati, Ohio 45206 Phone: 513.559.9444, Fax: 513.559.0164

101 North 7th Street, Louisville, KY 40202 Phone: 502.409.0479, Fax: 502.561.3444

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

ISSUED FOR BID

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C :\U se rs

\C ra ig Li eg ib el \D oc um en ts

\S tru ct ur al _c ra ig

.li eg ib el ffe

-s er v.

co m .rv t

538-16-101

08/14/2019Revisions: Date:

REBID 03/01/2019

Chillicothe VAMC

CHILLICOTHE BLDG 25

RENOVATION

Feet 1:240

40200 10

GENERAL NOTES

A. SITE UTILITY CONTRACTOR RESPONSIBLE TO 5' OUTSIDE OF BUILDING. REFER TO MEP DRAWINGS FOR CONTINUATION.

B. CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING NEAR ANY UTILITY.

C. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

VLA MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES IN THE AREA EITHER IN-SERVICE OR ABANDONED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING UTILITIES AND ELEVATIONS BEFORE THE START OF

CONSTRUCTION.

D. CONTRACTOR SHALL ACCOMPLISHED A UTILITY LOCATE SURVEY TO LOCATE AND VERIFY LOCATION OF ALL SURFACE AND SUB-SURFACE UTILITIES (CHARTED AND UNCHARTED) PRIOR TO CONSTRUCTION. MARKINGS SHALL BE MAINTAINED BY THE

CONTRACTOR.

E. CONTRACTOR SHALL APPLIED FOR A CHILLICOTHE VAMC DIG PERMIT A MINIMUM OF 7 DAYS IN ADVANCE OF DIGGING ACCORDING TO STANDARD OPERATING PROCEDURE 32. AN APPROVED PERMIT IS REQUIRED PRIOR TO ANY DIGGING.

F. CONTACT OHIO UTILITIES PROTECTION SERVICE 1-800-362-2764 TWO WORKING DAYS BEFORE DIGGING.

G. FIELD VERIFY EXISTING ELEVATIONS AS INDICATED. REPORT ANY DISCREPANCY TO CONSTRUCTION MANAGER PRIOR TO

START OF GRADING OPERATIONS.

H. THE CONTRACTOR SHALL COORDINATE DEMOLITION TO MAINTAIN UTILITY SERVICE.

I. THE CONTRACTOR IS URGED TO DIVERT CONSTRUCTION DEBRIS FROM DISPOSAL IN LANDFILLS AND INCINERATORS.

REDIRECT RECYCLABLE RECOVERED RESOURCES BACK TO THE MANUFACTURING PROCESS WHENEVER POSSIBLE.

REDIRECT REUSABLE MATERIALS TO APPROPRIATE SITES OR RECYCLING FACILITIES.

J. VIVIAN LLAMBI & ASSOCIATES MAKES NO WARRANTY OR REPRESENTATION AS TO THE QUALITY AND ACCURACY OF BASE INFORMATION AND EXISTING CONDITIONS. CONTRACTOR IS ADVISED TO VERIFY ALL CRITICAL DIMENSIONS AND ELEVATIONS.

UTILITY PLAN KEY NOTES:

1. EXISTING 6" WATER LINE TO REMAIN. PROTECT FROM DAMAGE.

2. EXISTING FIRE HYDRANT TO BE RELOCATED.

3. EXISTING PIV TO BE REMOVED, REPLACED AND RELOCATED.

4. EXISTING STRUCTURES TO BE DEMOLISHED. REFER TO SHEETS C100 AND ARCHITECTURAL PLANS.

5. EXISTING DRAIN PIPE TO BE REMOVED. PLUG OPENING IN DRAINAGE STRUCTURE.

6. EXISTING WATER SERVICE TO BE ABANDONED. DISCONNECT AND CAP AT BUILDING #21.

7. EXISTING WATER SERVICE TO BE ABANDONED. DISCONNECT AND CAP AT VALVE.

8. INSTALL NEW 4" SANITARY SEWER WITH CLEANOUTS. SLOPE 2% MINIMUM. CONNECT TO EXISTING SEWER WITH SEALTITE

9. INSTALL NEW 8" DOWNSPOUT LEADER. SLOPE 1% MINIMUM. CONNECT TO EXISTING STORM. FIELD VERIFY LOCATION. RFER

TO PLUMBING AND ARCHITECTURAL PLANS FOR CONTINUATION.

10. INSTALL RELOCATED FIRE HYDRANT.

11. INSTALL NEW PIV.

12. CONNECT TO EXISTING DRAIN. FIELD VERIFY LOCATION AND DEPTH.

13. DEDUCT ALTERNATE BID ITEM 2. DEMOLISH EXISTING LIGHTING STANDARD. INSTALL ROADWAY RATED PULLBOX IN PLACE OF

POLE-BASE. MAINTAIN CIRCUITRY. EXTEND EXISTING LIGHTING CIRCUIT TO NEW POLE LOCATIONS PER PLAN. REFER TO SHEET

C103 FOR POLE LOCATIONS.

14. DEDUCT ALTERNATE BID ITEM 2. INSTALL NEW LIGHTED BOLLARDS. REFER TO ELECTRICAL PLANS FOR CONTINUATION IN

BUILDING. REFER TO SHEET C103 FOR POLE LOCATIONS.

15. DEDUCT ALTERNATE BID ITEM 2. LIMIT OF DEDUCT ALTERNATE BID ITEM 2. ALL WORK SOUTH OF THIS LINE IS OMITTED IF THE

ALTERNATE IS SELECTED.

16. EXISTING STEAM TUNNEL TO REMAIN. PROTECT FROM DAMAGE.

17. EXISTING STEAM CHAMBER TO REMAIN. PROTECT FROM DAMAGE.

18. EXISTING DRAINAGE STRUCTURE TO REMAIN. PROTECT FROM DAMAGE.

19. EXISTING DOWNSPOUT TO REMAIN. PROTECT FROM DAMAGE. CONNECT TO NEW DOWNSPOUT LEADER.

FIXTURE SCHEDULE

P1 - 35 WATT LUMINAIRE ON 15'X5" SQUARE STEEL POLE. POLE BASE TO HAVE FUSES INSTALLED WITH HANDHOLD.

PROVIDE CONCRETE POURED ROUND BAS AND FULL INSTALLATION OF STANDARD.

P2A - • • ••• •• • •• • •• • • •• • •• • • ••••••••••••••••••••••••

P2B - • • ••• •• • •• • •• • • •• • •• • • ••••••••••••••••••••••••

P3 - (3) P1 FIXTURES.

B - 277V IP BOLLARD.

C101

UTILITY PLAN

BUILDING # 25

BUILDING # 22

BUILDING # 20

HEINZ BLVD.

BU

IL

D

IN

G

BUILDING

# T41

FFE 665

W3

A101.1

FFE 661.75661.58

661.58 661.58

661.58 661.74

661.50

VIVIAN LLAMBI & ASSOCIATES, INC.

ENVIRONMENTAL DESIGN LANDSCAPE ARCHITECTURE

COMMUNITY PLANNING URBAN DESIGN

2312 Park Avenue, Cincinnati, Ohio 45206 Phone: 513.559.9444, Fax: 513.559.0164

101 North 7th Street, Louisville, KY 40202 Phone: 502.409.0479, Fax: 502.561.3444

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

ISSUED FOR BID

CONSTRUCTION

Office of Construction and Facilities Management

U.S.