HADDAM-KILLINGWORTH HIGH SCHOOLHIGGANUM, CT 0644195 LITTLE CITY ROAD

MICHAEL DISTEFANODIRECTOR OF FACILITIES

AUDITORIUM STAGE CURTAINS

21 TALCOTT NOTCH ROADFARMINGTON, CONNECTICUT 06032

FRIAR ARCHITECTURE

BUILDING COMMITTEE

SUPERINTENDENT OF SCHOOLSHOWARD THIERY III

ARCHITECT

BOARD OF EDUCATION

PROGRAM MANAGER

CONSTRUCTION DOCUMENTS

INDEX OF DRAWINGS

SET NUMBER

SITE LOCATION MAP

COVER SHEET

R1.1 CODE, REFERENCE & WALL TYPES

ARCHITECTURAL

A1.1 NEW AUDITORIUM FLOOR PLANA4.1 AUDITORIUM SECTION AND ELEVATION

MAY 1, 2018ISSUED FOR BID

JUNE 1, 2018

ERIC COUTURE

TOM HOGARTY, CHAIRMAN

HARTFORD, CONNECTICUT

JOANNE NESTI, BOARD CHAIR

147 CHARTER OAK AVENUECREC CONSTRUCTION

COLLEEN FITZPATRICKCHIP FREYBILL LEAHY

KAREN PERRYSUSAN TWACHTMAN

EILEEN BLEWETTBRENDA BUZZIERIC COUTUREJOEL D'ANGELOGERRY MATTHEWSSUZANNE SACKPETER SONSKISUE TWACHTMANMAURA WALLINKATHLEEN ZANDI

ROBERT BRAREN

JOANNE NESTI

DEMOLITION

D1.1 DEMO AUDITORIUM FLOOR PLAN

30"x48" CLEAR FLOOR SPACE

ABBREVIATIONS

RAIN WATER LEADER

SECTION

SANITARY NAPKIN RECEPTACLE

MBD.MFR.

LAV.

MACH.MAINT.

LTG.

W.W.F.

V.T.R.

MANUFACTURER

MACHINEMAINTENANCE

LAVATORYLIGHTING

WT.

W.C.

WELDED WIRE FABRIC

WATER CLOSET

VENT THRU ROOF

WEIGHT

IN. OR "

LAB.

INCL.INFO.I.D.

JT.

HP.

GYP.BD.

HGT.

HR.H.C.

FIXT.

GALV.

FD.

GA.

FL.FLASH.

FR.FE.

FPRFG.

FIN.FDR.

ELEV.

EMG.EQ.EQUIP.

EXFE

FT.

DIST.

EWC.EL.

EA.ELEC.

DEG.

DEPT.DET.DIA.DIM.

DEMO.

DAMPR.

C.U.H.

C.J.

CT

CONT.

T.BD.

STRUCT.

S.F.SQ.YD.

STD.STL.

V.A.T.V.C.T.

THLD.T & GTEMP.

INCH OR INCHES

LABORATORY

INCLUDE / INCLUDINGINFORMATIONINSIDE DIAMETER

JOINT

GYPSUM BOARD

HANDRAILHANDICAPPEDHEIGHTHIGH POINT

T.

U.L.

TYP.

TLTT/O

THK.

FIRE DAMPER

FIXTURE

FLOOR

GALVANIZED

FLOOR DRAIN

GAUGE

FLASHING

FINISH, FINISHED

FIREPROOFINGFIRE RETARDANTFIRE EXTINGUISHER

STOR.

TEL.

SGFT.

ST. STL.

VINYL COMPOSITION TILEVINYL ASBESTOS TILE

THRESHOLDTONGUE & GROOVE

TREADTYPICAL

UNDERWRITER'S LABORATORIES

TOILETTOP OF

THICK

TACKBOARD

SQUARE FEET (FOOT)

STEEL

TEMPERATURE/TEMPORARYTELEPHONE

STORAGE

SQUARE YARD (S)

STANDARD

STRUCTURALSTRUCTURAL GLAZED FACING TILE

STAINLESS STEEL

RWL.

REINF.

R.D.

REF.

SQ.IN.

SPEC.

SHT.

S.D.

SECT.

S.N.R.SCHED.

EXISTING FIRE EXTINGUISHERELEVATOR

EQUIPMENT

FEET, FOOT

EQUALEMERGENCY

ELECTRIC / ELECTRICALELECTRIC WATER COOLERELEVATION

EACH

DISTANCES.T.C.

SIM.

S.J.

SC.

CABINET UNIT HEATER

CONSTRUCTION JOINT

DEMOLITIONDEGREE

DEPARTMENT

DIMENSION

DETAILDIAMETER

DAMPPROOFING

CONTINUOUS

CERAMIC

REV.R

REQ'D.

RECV.

RAD.

QTY.

SHEET

SOUND TRANSMISSION CLASS

SQUARE INCH (S)

SOAP DISPENSER

SPECIFICATIONS

SCUPPER

SIMILAR

SEISMIC JOINT

SCHEDULE

REQUIRED

REFRIGERATORRECEIVING

REVISION, REVISED

ROOF DRAIN

QUANTITY

RISER

REINFORCED / REINFORCING

RADIUS

CH.CLOS.

CONF.COL.

BOTT.

B.U.R.

CLG.

CL

B/O

ASSTASSY.

ASB.

BLDG.

ARCH.

A.C.T.

APPD.

A.C.

PROJ.

OPG.

MISC.

MEZZ.MIN.

PLYWD.

PL.P.LAM.

MATL.

MAS.

CONTROL ORCONFERENCECOLUMN

CHANNELCLOSET

BOTTOM OF

BUILT-UP ROOF

CEILING

CENTERLINE

BOTTOM P.C.

PTD.

PLBG.

O.H.

OFF.O.C.

ARCHITECTURAL / ARCHITECTAPPROVED

ASSISTANT

ASBESTOS

ASSEMBLY

BUILDING

ACOUSTIC TILEAIR CONDITIONING

MET.MECH.MAX.

M.O.

PROJECT, PROJECTION

OFFICE

PLATEPLASTIC LAMINATE

ON CENTEROPPOSITE HAND

PRECAST

PAINTED

PLYWOODPLUMBING

OPENING

MASONRY

MATERIAL

MECHANICALMETAL

MISCELLANEOUS

MEZZANINEMINIMUM

MAXIMUM

MASONRY OPENING

ANODIZED ANOD.

ACOUSTIC AC.

ABOVE FINISH FLOORABOVE FINISH GRADE

A.F.F.A.F.G.

AIR HANDLING UNIT A.H.U.ALT.ALTERNATE

ALUMINUM ALUM.ANCHOR, ANCHORAGEANCHOR BOLTS

ANCH.ABLANGLE

ASPH.ASPHALT

@ATAUTO.AUTOMATIC

BM.BEAMBRG.BEARINGBET.BETWEENBEV.BEVEL / BEVELEDBIT.BITUMINOUS

BLOCK BLK.BLKG.BLOCKINGBD.BOARD

CAB.CABINET

CAP.CAPACITY

CLG. HGT.CEILING HEIGHTCEM.CEMENTCTR.CENTER

C.BD.CHALKBOARD

CONTR.CONTRACTORCORR.CORRIDOR

COURSE / COURSES CRS.

DOOR

DRAWINGDOWNSPOUT

DRINKING FOUNTAIN

DOWN

DOUBLEDOUBLE HUNG

DR.

D.H.

D.F.DWG.D.S.DN.

DBL.

EXISTING TO REMAINEXPANSIONEXPANSION JOINT

EXISTING EXIST.

E.J.EXP.ETR.

ETR.EXP.E.J.

EXIST.EXISTING

EXPANSION JOINTEXPANSIONEXISTING TO REMAIN

FINISH SYSTEM

EQUIPMENT

EXTERIOREXTERIOR INSULATION

EQUIP.

EIFS.

EXT.

FLOOR FINISHFOOTING.

FURNISH / FURNISHEDFURRED / FURRING

FOUNDATIONFTG.FLR. FIN.

FURN.FURR.

FDN.

HB.HORIZ.HORIZONTAL

HOSE BIB

HOLLOW METAL HM.

INTERIORINSULATION

INT.INSUL.

KICKPLATE KP.

MARKER BOARD

OUTSIDE DIAMETER O.D.

PR.PAIRP.T.D.PAPER TOWEL DISPENSER

PERPENDICULAR PERP.PLAS.PLASTER

PREFAB.PREFABRICATED

PT.POINT

Q.T.QUARRY TILE

RM.ROOM

S.N.D.SANITARY NAPKIN DISPENSER

S.B.SPLASH BLOCKSQ.SQUARE

STRUCTURAL STEEL.

SYSTEMSURFACESUSPEND, SUSPENSION

SERVICE SINK

STRUCT. STL.

SYS.

S.S.

SUSP.SURF.

U.H.UNIT HEATERU.V.UNIT VENTILATORU.N.O.UNLESS NOTED OTHERWISEUR.URINAL

V.I.F.VERIFY IN FIELDVERTICAL VERT.

W.P.WATERPROOFING

WBD.WHITE BOARDW/WITHWD.WOOD

SYMBOLS LEGEND

DEMOLITION TAG

DOOR NUMBER

ROOM NUMBER

PHOTO LOCATION

WINDOW DESIGNATION

SOFFITS / OVERHANG ABOVE

NEW CONCRETE BLOCK

NEW STUD CONSTRUCTION

REVISION NUMBER

PHOTO NUMBER

NUMBER

DATUM / ELEVATION / LEVEL LINE

NUMBER

NUMBER

NUMBER/TYPE

NUMBER

LETTER/TYPE

WALL TYPES

WALL SECTION

COLUMN CENTERLINE

BUILDING SECTION

DETAIL DESIGNATION,

LARGE SCALE PLANS

CASEWORK ELEVATIONS

SECTION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

NUMBERS - (VERT.)

LETTERS - (HORIZ.)

SHEET NUMBER

DETAIL NUMBER

ELEVATION NUMBER

PLAN DETAIL,

ARCHITECTURAL SYMBOLS

TERRAZZO

FIRE BRICK

(CALL OUT)

METAL LATH

MARBLE

GYPSUM BOARD

GRAVEL

GLAZING

GLAZED BRICK

GLASS BLOCK

GLASS

SLATE, FLAGGING,

METAL PANEL

SOAPSTONE

SHINGLES

ELEVATIONS

CERAMIC TILE

BRICK

ARCHITECTURAL MATERIALS

FINISHED WOOD

FACE GRAIN

FACE BRICK

EARTH

CONCRETE

C.M.U.

CERAMIC TILE

CAST STONE

CARPET

BRASS OR BRONZE

BITUMINOUS

BATT INSULATION

ALUMINUM

ACOUSTICAL TILE

ROUGH WOOD

FACING TILE

STRUCTURAL CLAY

STRUCT. GLAZED

TERRA-COTTA

STEEL

(INTERRUPTED)

SLATE, FLAGGING,

SHEATHING INSUL.

SOAPSTONE

RUBBLE

(CONTINUOUS)

PLYWOOD (SMALL)

RIGID INSULATION

ROUGH WOOD

PLASTER

CORRUGATED

FLAT METALPANEL

METAL (SMALL)

NEW FACE BRICK

AREA OF REFUGE WHEELCHAIR SPACEACCESS. CLEAR FLOOR SPACEASSEMBLY WHEELCHAIR SEAT

ACCESSIBLE ELEMENT

EXISTING CONSTRUCTION TO REMAIN

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATIONS

CONCRETE BLOCK

(R1.

1) R

EFER

ENCE

SH

EET

AAF

MAS

N.T

.SMOUNTING HEIGHTS

CEILING DESIGNATIONCEILING HEIGHT (NUMBER)

CEILING TYPE (LETTER)

NOTES

DEMOLITION NOTES

CONSTRUCTION NOTES

10. ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF DECK ABOVE.

9. ALL EGRESS DOORS SHALL BE NON-LOCKING IN DIRECTION OF TRAVEL.

8. WHERE REQUIRED, SEISMIC BRACING SHALL BE PROVIDED AT SUSPENDED CEILINGS. SEE A9.2.

7. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT WALLS AS REQUIRED TO SUPPORT PIPING,CABINETS TV BRACKETS AND RELATED ITEMS.

6. UNLESS OTHERWISE NOTED OR DIMENSIONED, NEW PARTITIONS SHALL BE CENTERED ON BUILDINGCOLUMN GRID OR WINDOW MULLIONS.

5. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE TRADE WHOSE WORK RESULTSIN THE NEED FOR CUTTING AND PATCHING UNLESS A SPECIFIC CONTRACTOR IS CALLED OUT ONTHE DRAWINGS. ALL HOLES LEFT BY REMOVING MECHANICAL, PLUMBING AND ELECTRICALEQUIPMENT, ETC. SHALL BE PATCHED.

4. ALL NEW WORK SHALL BE IMPLEMENTED SO AS TO PROVIDE A SMOOTH AND CONTINUOUSSURFACE WITH ALL EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLWORK NECESSARY TO ACHIEVE THIS REQUIREMENT, EVEN THOUGH PROCEDURES ARE NOTDETAILED FOR EACH SPECIFIC CONDITION OR COMBINATION OF CONDITIONS. QUALITY OFWORKMANSHIP, MATERIALS AND FINISHES SHALL BE EQUAL TO THE LEVEL ESTABLISHED FORSIMILAR CONSTRUCTION, EXCEPT WHERE EXISTING APPEARANCE IS TO BE MATCHED TOACHIEVE CONTINUITY.

3. CONTRACT DRAWINGS MAY VARY FROM ACTUAL FIELD CONDITIONS. CONTRACTORSHALL CORRECT DIMENSIONS OF ALL MATERIALS TO CARRY OUT THE INTENT OF THECONTRACT DRAWINGS. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELDBEFORE ORDERING ANY MATERIALS. CONTRACTOR SHALL NOTIFY ARCHITECT PROMPTLYOF ANY CRITICAL DISCREPANCIES BEFORE PROCEEDING WITH WORK.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALLNATIONAL, STATE AND LOCAL CODES AND ORDINANCES.

2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGCLARIFICATION OF DIMENSIONS FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE, LOCALCODES & ORDINANCES.

2. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO HOW THE GENERAL EXTENT OFTHE WORK ONLY. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TOACCOMPLISH THE INTENT OF THE PLANS AND SPECIFICATIONS.

3. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING / SITE UNLESS NOTED OTHERWISE.COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TO REMAIN OWNERS PROPERTY. THEPROJECT SITE / BUILDING SHALL BE CLEANED OF DEBRIS ON A DAILY BASIS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY OR PERMANENT)FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND CONSTRUCTION.

5. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPED OFF BEHINDFINISHES, UNLESS NOTED OTHERWISE. REFER TO MECHANICAL / ELECTRICAL / PLUMBINGDRAWINGS FOR ADDITIONAL INFORMATION.

6. CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS INDICATED. MASONRYSHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING.

7. ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICH ARE NOTNOTED TO REMAIN, SHALL BE FILLED AND / OR PATCHED TO MATCH THE ADJACENT EXISTING ORNEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

8. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BE FILLED,PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISH AS DESIGNATED,INCLUDING ALL REQUIRED RATINGS.

9. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL, MECHANICAL, PLUMBING& ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

GENERAL NOTES1. DIMENSION CRITERIA

A. FROM FACE OF METAL STUD TO FACE OF METAL STUD.B. FROM FACE OF METAL STUD TO FACE OF CONCRETE MASONRY UNIT.C. FROM FACE OF CONCRETE MASONRY UNIT TO FACE OF CONCRETE MASONRY UNIT.

2. REFER TO SHEET R1.1 FOR WALL TYPES.

3. REFER TO SHEET AX.X FOR FIRE EXTINGUISHER LOCATIONS.

R1.1

CODE

,REF

EREN

CE &

WAL

L TY

PES

ELECTRICAL MOUNTING HEIGHTS

ALL MOUNTING HEIGHTS TO BE COORDINATED WITH BLOCK COURSING ASOCCURS. CONSULT ARCHITECT IF EXISTING CONDITIONS DIFFERALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISENOTED. SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.

RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNTBOTTOM OF RECEPTACLE AT 2" ABOVE BACKSPLASH. AT LOCATIONSBELOW CASEWORK, MOUNT AT 24" A.F.F.)

WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNTBOTTOM OF WIREMOLD AT 2" ABOVE BACKSPLASH)

EXTERIOR RECEPTACLES: 24" A.F.G. (20" A.F.F.)

SWITCHES: 48" A.F.F.

BOILER EMERGENCY SWITCHES : 60" A.F.F.

DATA / PHONE OUTLETS: 18" A.F.F.

TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING* * FIELD VERIFYCEILING HEIGHTS WITH COORDINATION DRAWINGS

WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE

SECURITY KEYPAD: 48" A.F.F.

MICROPHONE WALL JACK : 18" A.F.F.

FIRE ALARM PULL STATION: 48" A.F.F.

FIRE ALARM VISUAL/AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT

AREA OF REFUGE CALL STATION: 48" A.F.F.

EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F.

EMERGENCY CALL SWITCH: 36" A.F.F.

EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F., CENTER ABOVE DOOR

WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F.

WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F.

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F R I A R

17'-8916"28'-37

16"37'-3"17'-1916"6'-4"

24'-9

3 8"

7'-0

78"

17'-8

1 2"

10'-0

"

678"

26'-0

"10

'-0"

26'-0

"10

'-8"

15'-4

"10

'-0"

17'-8

9 16"

7'-8

9 16"

18'-0"28'-0"39'-0"18'-0"26'-0"13'-0"

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SCALE:EXISTING AUDITORIUM FLOOR PLAN - AREA G

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(D1.

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F

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= 1

'-0"

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LECTURESMALL

G215

STORAGEG217

LECT

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SMAL

L

G21

3

AUDITORIUMG115

STAGEG116

STAIR C

CORRIDORG216

LOBBYUPPER

G209

STAIRA

WOMENG211

MENG212

207

228

227

206

205

201

204

212

208209

211210

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DN

UP

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STORAGEG218

STAIR E

217

JANITORG210

STAIR D

219218

STORAGEG221

UP

G

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DN

UP

UP

UP

UP

UP

DNDN

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DNDN

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LECTURELARGE

G214

17. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING/ SITE UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TOREMAIN OWNERS PROPERTY. THE PROJECT SITE/ BUILDING SHALL BE CLEANED OFDEBRIS ON A DAILY BASIS. GENERAL CONTRACTOR WILL COORDINATE AND INSTRUCTWHICH ITEMS ARE TO REMAIN. SECURE, STORE & PROTECT ITEMS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY ORPERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND CONSTRUCTION.

19. ALL ABANDONED MECHANICAL/ ELECTRICAL/ PLUMBING LINES SHALL BE REMOVEDTO THE MAIN SOURCE CAPPED OFF BEHIND FINISHES, UNLESS OTHERWISE NOTED.REFER TO MECHANICAL/ ELECTRICAL/ PLUMBING DRAWINGS FOR ADDITIONAL DEMOINFORMATION.

20. SAWCUT ALL MASONRY OR CONCRETE OPENINGS INDICATED. MASONRY SHALL BETOOTHED IN AND / OR RETURNED TO FINISHED OPENING ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVE, AND WHICH ARE NOT NOTED TO REMAIN, SHALL BE FILLED AND / OR PATCHED TO MATCH THE ADJACENT EXISTING ORNEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

21. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BEFILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING AS DESIGNATED,INCLUDING ALL REQUIRED RATINGS.

22. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL , MECHANICAL,PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

23. EXISTING CONDITIONS SHALL BE STUDIED BY GENERAL CONTRACTOR PRIOR TO BIDDING TO FAMILIARIZE THEMSELVES WITH THE BUILDING

1. ANY DEMOLITION WORK THAT IS REQUIRED FOR THE INSTALLATION OF NEW WORKTHAT IS NOT SPECIFICALLY NOTED ON THIS PLAN SHALL BE THE RESPONSIBILITY OFTHE DEMOLITION CONTRACTOR.

2. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE THE PROPERTY OF THECONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE.

3. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES INACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCY HAVINGJURISDICTION.

4. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVE,LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIAL.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE.

6. THIS DRAWING DOES NOT DEPICT THE FULL EXTENT OF DEMOLITION. ADDITIONALITEMS SCHEDULED FOR DEMOLITION MAY BE FOUND ON OTHER DRAWINGS.GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THIS WORKWITH ALL PARTIES INVOLVED.

7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL,STATE, LOCAL CODES & ORDINANCES.

8. AT THE START OF DEMOLITION, ALL REMAINING FURNITURE TO BE REMOVED BY THEGENERAL CONTRACTOR.

9. DEMOLITION CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

10. REMOVE ALL INTERIOR WALLS SHOWN DOTTED, ALONG WITH ALL ASSOCIATED TACKBOARDS, CHALK BOARDS, MARKER BOARDS, ETC. EXERCISE CAUTION SO AS NOT TODISTURB OR DAMAGE ADJACENT SURFACES SCHEDULED TO REMAIN.

GENERAL DEMOLITION NOTES

12. REMOVE ALL DOORS AND DOOR FRAMES SHOWN IN FULLY DEMOLISHED PARTITIONONLY, UNLESS NOTED OTHERWISE.

13. REMOVE ALL ELECTRICAL LIGHTING FIXTURES, ELECTRICAL RUNS, ASSOCIATED DEVICES & ELECTRICAL PANELS. REFER TO ELECTRICAL DEMOLITION DRAWINGS FORRELATED INFORMATION.

14. REMOVE ALL FLOOR FINISHES, ADHESIVES, MASTICS & MORTAR ETC. DOWN TO FINISHCONCRETE FLOORS SCHEDULED TO REMAIN. TREAT EXISTING CONCRETE SLAB SCARIFICATION TREATMENT & CEMENTITIOUS UNDERLAYMENT PROCEDURES. COORDINATE WORK WITH HAZARDOUS MATERIALS BUILDING INSPECTION REPORT.PREP FLOORS TO RECEIVE NEW FINISHES.

15. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL EXTENT OF THE WORK ONLY.

16. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE INTENT OF THE PLANS AND SPECIFICATIONS.

DEMOLITION NOTES

D-1 & D2

D-1 & D-2

D-1 & D-2

D-3

REMOVE EXISTING STAGE CURTAINREPAIR EXISTING DEAD HUNG RIGGINGD-2

D-1

REMOVE FLOOR MOUNTED ELECTRIC MACHINE AND ALL ELECTRICALD-3ITEMS ASSOCIATED WITH

D-3

OUTLINE OF AREA OFWORK

17'-8916"28'-37

16"37'-3"17'-1916"6'-4"

24'-9

38"

7'-0

78"

17'-8

1 2"

10'-0

"

678"

26'-0

"10

'-0"

26'-0

"10

'-8"

15'-4

"10

'-0"

17'-8

9 16"

7'-8

9 16"

18'-0"28'-0"39'-0"18'-0"26'-0"13'-0"

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AU

D. U

P. L

EVEL

FLO

OR

PLAN

ARE

A G

SCALE:NEW AUDITORIUM FLOOR PLAN - AREA G

1/8"=1'-0"

(A1.

1) A

UDI

TORI

UM

PLA

N

AAF

MAS

1/8"

= 1

'-0"

HIG

GAN

UM

, CT

0644

1

AUDI

TORI

UM

REN

OVA

TIO

NS

HADD

AM-K

ILLI

NGW

ORT

H

95 L

ITTL

E CI

TY R

OAD

HIGH

SCH

OO

L

ARCHITECT'S SEAL

SHEET NO.

DESC

RIPT

ION

DATE

NO

.RE

VISI

ON

S

PRO

JECT

NO

.

REVI

EWED

BY:

SCAL

E:

DRAW

N B

Y:

DATE

:

2017

-105

A

05.0

1.20

8

21 Talcott Notch RoadFarmington, CT 06032

F R I A R

KEY PLAN

LECTURESMALL

G215

STORAGEG217

LECT

URE

SMAL

L

G21

3

AUDITORIUMG115

STAGEG116

STAIR C

CORRIDORG216

LOBBYUPPER

G209

STAIRA

WOMENG211

MENG212

207

228

227

206

205

201

204

212

208209

211210

DN

DN

UP

HIG

GAN

UM

, CT

0644

1

AUDI

TORI

UM

REN

OVA

TIO

NS

HADD

AM-K

ILLI

NGW

ORT

H

95 L

ITTL

E CI

TY R

OAD

HIGH

SCH

OO

L

202

203

221

STORAGEG218

STAIR E

217

JANITORG210

STAIR D

219218

STORAGEG221

UP

G

DN

UP

UP

UPUP

DNDN

DN

DNDN

DN

LECTURELARGE

G214

PROJECT NORTH

AWP - ACOUSTICAL WALL PANELBB - BULLETIN BOARDBC - BASE CABINETC - CARPET (TILE AND/OR BROADLOOM)

CTR - COUNTEREP - EPOXY PAINTP - PAINTPL - PLASTIC LAMINATERB - RUBBER BASESC - STAGE CURTAIN

ABBREVIATIONS

LEGEND

STAGE CURTAINMANUFACTURER: KM FABRICSPATTERN: CHARISMACOLOR: 1118 NAVYSIZE: 54" WIDTH

SC-1

CS - SEALED CONCRETE

SS - SOLID SURFACE

STAGE CURTAIN, SC-1

STAGE CURTAIN, SC-1

STAGE CURTAIN, SC-1

A4.11

2 A4.1

OUTLINE OF AREA OFWORK

DN

22'-5

"

9'-3

"

18'-1

1"

3'-6

"8'

-11

4"

HIG

GAN

UM

, CT

0644

1

AUDI

TORI

UM

REN

OVA

TIO

NS

HADD

AM-K

ILLI

NGW

ORT

H

95 L

ITTL

E CI

TY R

OAD

HIGH

SCH

OO

L

ARCHITECT'S SEAL

SHEET NO.

DESC

RIPT

ION

DATE

NO

.RE

VISI

ON

S

PRO

JECT

NO

.

REVI

EWED

BY:

SCAL

E:

DRAW

N B

Y:

DATE

:

2017

-105

A

05.0

1.20

8

21 Talcott Notch RoadFarmington, CT 06032

F R I A R

A4.1

AUDI

TORI

UM

SECT

ION

& E

LEVA

TIO

N(A

4.1)

SEC

TIO

N &

ELE

VATI

ON

AAF

MAS

1/8"

=1'-0

"

SCALE:1 AUDITORIUM SECTION - NORTH EAST1/8"=1'-0"

AUDITORIUMG115

LECTURELARGE

G214

STAGEG116

BOOTHPROJECTION

G303

V.I.F

V.I.F

V.I.F

V.I.F

MECHANICALDUCT

CATWALK

EXISTINGRETRACTABLEWALL DIVIDER

SCALE:2 AUDITORIUM ELEVATION - SOUTH EAST1/8"=1'-0"

NEW STAGE CURTAIN,SC-1

EXISTING DEAD HUNGRIGGING TO BE REPAIRED

NEW STAGE CURTAIN,SC-1

NEW MAINSTAGE CURTAIN

NEW MID STAGECURTAIN

NEW REARTRAVELER STAGECURTAIN

NOTE: SEATING SHOWN AS REFERENCE.INSTALLED BY OTHERS