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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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11'-1"
D1.1
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UDI
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FLO
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PLAN
ARE
A G
SCALE:EXISTING AUDITORIUM FLOOR PLAN - AREA G
1/8"=1'-0"
(D1.
1) D
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FLO
OR
PLANAA
F
MAS
1/8"
= 1
'-0"
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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
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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
DN
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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CCDD
AA
23 25141043
CC
11'-1"
A1.1
NEW
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