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Tetra Tech Engineers, Architects & Landscape Architects, P.C.
Set No.
Project Location Map
Drawing Number:
Architecture
for High PerformanceFacilities
PlanningEngineering130293-15002
August 4, 2017 T2
Saranac Lake Central School DistrictSaranac Lake, New York 12983
Saranac Lake High SchoolPetrova Avenue SchoolBloomingdale Elementary SchoolLake Colby Elementary SchoolBus Garage
16-14-01-06-0-014-01216-14-01-06-0-002-02116-14-01-06-0-013-00816-14-01-06-0-006-00616-14-01-06-5-001-004
Reconstruction To:
Petrova Avenue SchoolCODE COMPLIANCECC200 Code Compliance ReviewCC201 First Floor Life Safety PlanCC202 Second Floor Life Safety PlanCC203 Third Floor Life Safety PlanCCL201 Site Key Plan
ABATEMENTAB200 First Floor Abatement PlanAB201 Second Floor Abatement PlanAB202 Third Floor Abatement Plan
SITE0verall Map of Survey1 of 3 Map of Survey2 of 3 Map of Survey3 of 3 Map of SurveyC200 Site Demo PlanC201 Soil Erosion and Sediment Control PlanC202 Site Layout PlanC203 Site Grading PlanC204 Site Utility PlanC205 Site AlternatesC206 Planting PlanC207 Site DetailsC209 Site Details
ARCHITECTURALA201 First Floor Key PlanA202 Second Floor Key PlanA203 Third Floor Key PlanA211 First Floor Demolition Plan - Area AA212 First Floor Demolition Plan - Area BA213 First Floor Demolition Plan - Area CA214 Second Floor Demolition Plan - Area AA215 Second Floor Demolition Plan - Area BA216 Second Floor Demolition Plan - Area CA217 Third Floor Demolition Plan - Area BA218 Third Floor Demolition Plan - Area CA221 First Floor Plan - Area AA222 First Floor Plan - Area BA223 First Floor Plan - Area CA224 Second Floor Plan - Area AA225 Second Floor Plan - Area BA226 Second Floor Plan - Area CA227 Third Floor Plan - Area BA228 Third Floor Plan - Area CA232 First Floor Reflected Ceiling Plan - Area BA233 First Floor Reflected Ceiling Plan - Area CA235 Second Floor Reflected Ceiling Plan - Area BA236 Second Floor Reflected Ceiling Plan - Area CA261 Enlarged Plans and Interior ElevationsA262 Stair Section and DetailsA270 Door Schedule, Door and Window Types, and DetailsA271 Partition Types
MECHANICALM211 First Floor Boiler Plan
ELECTRICALE200 Electrical Site PlanE201 First Floor Demolition PlanE202 Second Floor Demolition PlanE203 Third Floor Demolition PlanE204 First Floor Lighting, Power and Communications PlanE205 Second Floor Lighting, Power and Communications PlanE250 Schedules and DetailsE260 First Floor Fire Alarm/Mass Notification PlanE261 Second Floor Fire Alarm/Mass Notification PlanE262 Third Floor Fire Alarm/Mass Notification Plan
PLUMBINGP201 First Floor Key Plan and DetailsP202 Second Floor Key Plan and DetailsP203 Boiler Room Plan, Details and Schedules
Bloomingdale Elementary SchoolABATEMENTAB300 Abatement Plan
ARCHITECTURALA301 First Floor Key Plan, and Code Compliance ReviewA311 First Floor Demolition Plan - Area AA321 First Floor Plan - Area AA331 First Floor Reflected Ceiling Plan - Area AA341 Roof Plan and DetailsA371 Door Schedule, Door and Window Types, Partition Types, and
Details
MECHANICALM321 First Floor and Roof HVAC PlansM381 Mechanical Schedules, Details, and Controls
ELECTRICALE300 Electrical Site PlanE301 First Floor Lighting and Power PlanE302 Schedules
PLUMBINGP301 First Floor Key Plan, Schedules and Details
Lake Colby Elementary SchoolABATEMENTAB400 Roof Abatement Plan
ARCHITECTURALA401 Demolition PlansA420 Plan, Sections and Code Compliance ReviewA430 First and High Roof Reflected Ceiling Plans and Details
ELECTRICALE401 Basement and First Floor Demolition PlanE402 Basement and First Floor Fire Alarm/Mass Notification PlanE450 Details
PLUMBINGP401 Basement Floor Plans, Details and Schedules
N
BUS GARAGE
BLOOMINGDALE ELEMENTRAY SCHOOL
N
N
Bus GarageARCHITECTURALA521 First Floor Plan and Demolition PlanA580 Window Types and Details
ELECTRICALE501 Bus Garage Plan
Volume 2 of 2
DRAWING LISTGENERALT2 Title SheetSA Symbols and Abbreviations
NOTE: REFER TO FINISH PLANS FOR ROOM FINISH KEY AND ADDITIONAL ABBREVIATIONS AND TYPES
AAC ASBESTOS ABATEMENT CONTRACTOR AAD AUTOMATIC AIR DAMPER AB ANCHOR BOLT, AIR BARRIERAC AIR CONDITIONING, ALTERNATING
CURRENTACCMP ASPHALT COATED CORR METAL PIPE ACM ASBESTOS CONTAINING MATERIAL ACT ACOUSTICAL CEILING TILE ACU AIR CONDITIONICO NG UNIT AD AREA DRAIN ADA AMERICAN DISABILITIES ACTADD ADDENDUM ADDL ADDITIONAL ADDN ADDITIONADH ADHESIVE ADJ ADJACENT ADR ACCESS DOOR AESS ARCH EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR AH ACCESS HATCH AHU AIR HANDLING UNIT AIB AIR INFILTRATION BARRIER ALT ALTERNATE ALTB ACOUSTICALLY LINED TRANSFER BOX ALTN ALTERATION ALUM ALUMINUM AMP AMPERE ANOD ANODIZED ANT ACID NEUTRALIZATION TANK AP ACCESS PANELAPPROX APPROXIMATE (LY) APC ARCHITECTURAL PRECAST CONCRETEARCH ARCHITECT (URAL) A/S AIR SEPARATOR ASB ASBESTOS ASPH ASPHALT ATV ATMOSPHERIC VENT AUD AUDITORIUM AUTO AUTOMATIC AV ACID VENT AVE AVERAGE AVTR ACID VENT THRU ROOF AW ACID WASTE
B BOILER, BRICK, BOTTOM BB BASKETBALLBBD BOILER BLOWDOWN BC BOTTOM OF CURB BCU BLOWER COIL UNIT BCX BOTTOM CHORD EXTENSION BD BOARD BDD BACKDRAFT DAMPER BFP BACK FLOW PREVENTER BG BOTTOM GRILLE BIT BITUMINOUS BLDG BUILDING BLOCK BLK BLOCKING BLKG BM BEAM
BO BY OTHERS BOD BOTTOM OF DUCT BOF BOTTOM OF FOOTING BOS BOTTOM OF STEEL BOT BOTTOMBPL BEARING PLATE BR BOTTOM REGISTER BRDG BRIDGING BRG BEARING BRK BRICK BRSH BRICKSHELF BRZ BRONZE BS BOTH SIDES, BOTTOM OF STAIR BSMT BASEMENT BSPL BACKSPLASH BT BENT BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR BUR BUILT-UP ROOFING BW BOTTOM OF WALL BWC BACK WATER CHECK VALVE
C CONDUIT, CONVECTOR, CONDENSOR, COMMON, CARPET
CA COMPRESSED AIR CAB CABINET CATV CABLE TELEVISION CB CATCH BASIN, CIRCUIT BREAKER,
CHALKBOARD CCTV CLOSED CIRCUIT TELEVISION CD CEILING DIFFUSER, CONDENSATE DRAIN CEM CEMENT CER CERAMIC CF CUBIC FEET, CEILING FAN CFM CUBIC FEET PER MINUTE CFMF COLD FORMED METAL FRAMING CFT CERAMIC FLOOR TILECG CEILING GRILLE CHAN CHANNEL CHUV CEILING HUNG UNIT VENTILATOR CI CAST IRON CIP CAST IN PLACE CIRC CIRCUMFERENCE CJ CONTROL JOINT CL CENTER LINE CLG CEILINGCLKG CAULKINGCLL CONTRACT LIMIT LINE CLR CLEAR (ING) (ENCE) CLRM CLASSROOMCMP CORRUGATED METAL PANEL CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNITCO CLEAN OUT CODP CLEAN OUT DECK PLATE COL COLUMN COMB COMBINATION COMP COMPRESS (ED) (ION) (IBLE), COMPOSITE CONC CONCRETE COND CONDENSATE CONN CONNECTION
CONST CONSTRUCTION CONT CONTINOUS CONTR CONTRACT (OR) COORD COORDINATECORR CORRUGATED, CORRIDOR COWP CLEAN OUT WALL PLATECPVC CHLORINATED POLY VINYL CHLORIDECR CEILING REGISTERCRS COURSE (S)CSK COUNTERSINKCSMT CASEMENTCT COMPUTER TERMINAL, CERAMIC BASE TILECTD COATEDCTOP COUNTER TOPCTR CENTERCU CUBICCUH CABINET UNIT HEATERCV CONVECTOR, CURB VALVECW COLD WATERCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYCWT CERAMIC WALL TILE
D DIESEL FUEL, DEPTHDB DRY BULBDC DIRECT CURRENTDDC DIRECT DIGITAL CONTROLDE DELONIZED WATERDEG DEGREESDEMO DEMOLISHDEP DEPRESS (ED) (ION)DET DETAIL (ED) DF DRINKING FOUNTAINDH DOUBLE HUNGDHU DEHUMIDIFICATION UNITDI DROP INLET, DUCTILE IRON, DISTILLED
WATERDIA DIAMETER DIAG DIAGONALDIM DIMENSIONDISP DISPENSERDIST DISTANCEDIV DIVISIONDL DEAD LOADDN DOWNDO DITTODP DAMPPROOF (ING)DPR DAMPERDR DOOR, DEEP RIBDWG DRAWINGDS DOWNSPOUT, DRAINAGE STRUCTUREDT DRAIN TILEDTA DOVETAIL ANCHORDTL DETAILDW DUMBWAITER, DISHWASHERDWL DOWEL DWR DRAWER
E EASTEA EXHAUST AIR, EACHEAT ENTERING AIR TEMPERATURE
EB EXPANSION BOLTEC ELECTRICAL CONTRACTORECF ENHANCED CONCRETE FLOORINGEIFS EXTERIOR INSULATION SYSTEMEF EACH FACE, EXHAUST FANEJ EXPANSION JOINTELEC ELECTRIC (AL)ELEM ELEMENTELEV ELEVATION, ELEVATOREM EMERGENCYEMT ELECTRICAL METALLIC TUBINGENC ENCLOSUREEOD EDGE OF DECKEOS EDGE OF SLABEQ EQUAL, EQUIVALENTEQC EQUIPMENT CONTRACTOREQUIP EQUIPMENTES EXPOSED SURFACE, EXPOSED STRUCTUREESF ELASTIC SHEET FLASHINGESM ELASTIC SHEET MEMBRANEEW EACH WAYEWC ELECTRIC WATER COOLEREWT ENTERING WATER TEMPERATUREEXH EXHAUSTEXG EXISTINGEXP EXPANSIONEXT EXTERIOR, EXTERNAL
F FAHRENHEITFA FIRE ALARMFAI FRESH AIR INTAKEFCU FAN COOLING UNITFD FLOOR DRAIN, FIRE DAMPERFDC FIRE DEPARTMENT CONNECTIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOOR, FACTORY FINISHFFE FINISH FLOOR ELEVATIONFFL FINISH FLOOR LINEFG FLOOR GRILLEFH FIRE HYDRANTFHC FIRE HOSE CABINETFIN FINISH (ED)FIXT FIXTUREFL FLUSHFLD FLOOR DUCTFLEX FLEXIBLEFLG FLASHINGFLR FLOOR (ING)FLUOR FLUORESCENTFM FLOOR MOUNTEDFMC FLEXIBLE METAL CONDUITFND FOUNDATIONFOB FREIGHT ON BOARD, FLAT ON BOTTOMFOG FUEL OIL GAUGEFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOT FLAT ON TOPFP FIREPROOF (ING)FPM FEET PER MINUTEFR FRAME, FLOOR REGISTER
FRA FRESH AIRFRC FIRE RESISTANT COATINGFRP FIBERGLASS REINFORCED PANELFRT FIRE RETARDANTFS FLOOR SINKFSD FIRE AND SMOKE DAMPERFT FEET, FLOOR TREATMENTFTG FOOTINGFTR FIN TUBE RADIATIONFV FLUSH VALVE
G GAS, GLYCOLGA GAUGEGAL GALLONGALV GALVANIZEDGASK GASKET (ED)GC GENERAL CONTRACT (OR)GCMU GLAZED CONCRETE MASONRY UNITGCO GRADE CLEANOUT GF GROUND FACEGL GLASS, GLAZINGGND GROUNDGPM GALLONS PER MINUTEGR GRADE (ING), GLYCOL RETURNGS GLYCOL SUPPLYGVL GRAVELGWB GYPSUM WALL BOARDGYP GYPSUM
H HEIGHTHB HOSE BIBHBD HARD BOARDHC HEATING CONTRACT (OR), HANDICAPHCR HOT/CHILLED RETURNHCS HOT/CHILLED SUPPLYHD HEAVY DUTYHDPE HIGH DENSITY POLYETHYLENEHDR HEADERHDW HARDWAREHG HOT GLYCOLHIP HIGH IMPACT PANELHM HOLLOW METALHORZ HORIZONTALHP HORSEPOWER, HIGH PRESSURE, HEAT PUMPHPS HEAT PUMP LOOP WATER SUPPLYHPR HEAT PUMP LOOP WATER RETURNHPC HIGH PERFORMANCE COATINGHPL HIGH PRESSURE LAMINATEHR HANDRAIL, HOURHT HEIGHTHTG HEATINGHV HIGH VOLTAGEHVAC HEATING/VENTILATING/AIR CONDITIONINGHVU HEATING AND VENTILATING UNITHW HOT WATERHWH HOT WATER HEATERHWP HOT WATER PUMPHWR HOT WATER RETURNHWS HOT WATER SUPPLY
ID INSIDE DIAMETERIE INVERT ELEVATION
IN INCHESINCL INCLUDE (D) (ING)INS INSULATE (D) (ION)INT INTERIORINV INVERTIP IRON PIPEIPS IRON PIPE SIZEIW INDIRECT WASTE
J JANITORS CLOSETJAN JANITORS CLOSETJB JUNCTION BOXJC JANITORS CLOSETJCT JUNCTIONJT JOINT
KW KILOWATTKWH KILOWATT PER HOURKV KILOVOLTKVA KILOVOLT AMPERE
L LENGTH, LONGLAB LABORATORYLAD LADDERLAM LAMINATE (D)LAT LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLBL LABELLBP LEAD BASED PAINTLC LANDSCAPE CONTRACTOR (SITE)LCC LEAD COATED COPPERLDR LEADERLEV LEVEL
LF LINEAR FOOTLFMC LIQUID-TIGHT FLEXIBLE METAL CONDUITLFNC LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUITLG LENGTH, LONGLGI LARGE GROUP INSTRUCTIONLH LEFT HANDLIN LINEARLKR LOCKERLL LIVE LOADLP LOW PRESSURELPC LOW PRESSURE CONDENSATELPS LOW PRESSURE STEAMLPT LOW POINTLS LINOLEUM SHEETLT LIGHT, LINOLEUM TILELTL LINTELLV LOW VOLTAGELVR LOUVERLWT LEAVING WATER TEMPERATURE
MAN MANUALMAS MASONRYMAT MATERIALMAU MAKE UP AIR UNITMAX MAXIMUMMB MARKER BOARD
MBH THOUSAND BTUHMBR MEMBERMD MOTORIZED DAMPERME MECHANICAL EQUIPMENT, MATCH
EXISTINGMECH MECHANICAL (LY)MED MEDIUMMEMB MEMBRANEMEZZ MEZZANINEMF MIXING FAUCETMFR MANUFACTURE (R)MH MAN HOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMOD MODULE (OR), MODELMR MOP RECEPTORMP MULTICOLOR WALL COATINGMT MOUNTMTD MOUNTEDMTG MOUNTINGMTL METALMTH MARBLE THRESHOLDMTR METERMULL MULLIONMVEJ MASONRY VENEER EXPANSION JOINTN NORTH, NO WORK REQUIREDNAT NATURALNC NORMALLY CLOSEDNEC NATIONAL ELECTRIC CODENEG NEGATIVENEUT NEUTRALIZATIONNIC NOT IN CONTRACTNO NUMBER, NORMALLY OPENNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALE
OA OVERALL, OUTSIDE AIROC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HAND
P PAINT SURFACE(S) INCLUDING SOFFITSPAR PARALLELPART PARTITIONPC PLUMBING CONTRACT (OR),
PIGMENTED CONCRETEPCC PRECAST CONCRETEPE PORCELAIN ENAMELPERF PERFORATE (ION) (ED)PERI PERIMETERPERP PERPENDICULARPL PLATE, PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTER, PLASTICPLF POUNDS PER LINEAR FOOT
PLYWD PLYWOODPM PLUGMOLDPNL PANELPOC POINT OF CURVATURE, POINT OF
CONNECTIONPOL POLISHEDPOS POSITIVEPOT POINT OF TANGENCYPR PAIRPRE POWER ROOF EXHAUSTERPREP PREPARE (ATION)PRF PREFORMEDPROJ PROJECTPS PAINT EXPOSED STRUCTURE/DECKPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINT, PORCELAIN TILEPTD PAINTEDPTFR PRESSURE TREATED FIRE RETARDANTPTP PRESSURE TREATED PRESERVATIVEPVC POLYVINYL CHLORIDEPVMT PAVEMENTPWE POWER WALL EXHAUSTER
QF QUARTZ FLOORINGQT QUARRY TILE
R RADIUS, RETURN, REFRIGERANTRA RETURN AIRRAD RADIATIONRAF RETURN AIR FAN, RESILIENT ATHLETIC
FLOORINGRB RESILIENT BASERC ROOFING CONTRACT (OR)RCA RECYCLED CONCRETE AGGREGATERCP REINFORCED CONCRETE PIPE,
REFLECTED CEILING PLANRCU REMOTE CONDENSING UNITRD ROOF DRAINRECEPT RECEPTACLEREF REFERENCEREFL REFLECT (ED) (IVE) (OR)REFR REFRIGERATORREG REGISTERREINF REINFORCE (D) (ING)REM REMOVEDREQD REQUIREDRESIL RESILIENTRET RETAINING, RETURNREV REVISION, REVISED, REVEALRF RUBBER FLOORINGRFG ROOFINGRFH ROOF HATCHRFM RECESSED FLOOR MATRG RETURN GRILLERGS RIGID GALVANIZED STEELRH RIGHT HANDRHC REHEAT COILRI ROUGH-INRL RAIN LEADERRLG RAIL (ING)
RM ROOMRMC RIGID METAL CONDUITRNC RIGID NONMETALLIC CONDUITRNT RUNNING TRAPRO ROUGH OPENINGROW RIGHT OF WAYRPM REVOLUTIONS PER MINUTERR REMOVE EXISTING AND REPLACE WITH NEWRS RUBBER STAIR TREAD/RISERRTH ROOF TOP HOODRTU ROOF TOP UNITRW RAW WATER
S SOUTH, SUPPLY, SURGE PROTECTEDSA SUPPLY AIR SAN SANITARYSAS SMOOTH ALL SIDESSC SOLID CORE, SILL COCK, SEALED
CONCRETESCHED SCHEDULESCT STRUCTURAL CLAY TILESD STORM DRAIN, SPLITTER DAMPER,
SMOKE DAMPERSEC SECTIONSF SQUARE FEETSGI SMALL GROUP INSTRUCTIONSGT STRUCTURAL GLAZED TILESH SHELF, SHELVING, SMOKE HATCHSHR SHOWER, SHEAR WALLSHT SHEETSHTHG SHEATHINGSIM SIMILARSK SINKSL SOUND LINED, SKYLIGHTSLC SILLCOCKSLV SLEEVESLVR STORM LOUVERSMH SANITARY MANHOLESOG SLAB ON GRADESP STATIC PRESSURE, STANDPIPE,
SPACE (ING) (ES)SPEC SPECIFICATION (S)SPKR SPRINKLERSPL SPECIALSQ SQUARESS STAINLESS STEELSST STRUCTURAL STEEL TUBINGST STORM, STORAGESTA STATIONSTC SHOWER TEMPERATURE CONTROLLER,
STAINED CONCRETESTD STANDARDSTG SEATINGSTL STEELSTN STAIN (ED)STOR STORAGESTRU STRUCTURALSURF SURFACESUSP SUSPENDEDSV SHEET VINYL, STEAM VENTSW SWITCH, SOFTENED WATER
SWCI SERVICE WEIGHT CAST IRONSYM SYMMETRICALSYN SYNTHETICSYS SYSTEM
T TREAD, TOP, TOILET ROOM, TONS, TERRAZZO
TB TOP AND BOTTOM, TACK BOARD,TERRAZZO BASE
TBD TO BE DETERMINEDTC TEMPERATURE CONTROL, TEMPERED CLEAR,
TELECOMMUNICATIONS CONTRACTOR,TOP OF CURB
TCX TOP CHORD EXTENTIONTDV TRIPLE DUTY VALVETEL TELEPHONETEMP TEMPERATURETG TOP GRILLE, TONGUE AND GROOVETHK THICKNESSTHR THRESHOLDTME TO MATCH EXISTINGTMV THERMOSTATIC MIXING VALVETOD TOP OF DUCTTOF TOP OF FASCIATOL TOLERANCETOM TOP OF MASONRYTOP TOP OF PIPE, TOP OF PIERTOS TOP OF STEEL, TOP OF STAIRTPART TOILET PARTITIONTR TOP REGISTERTRN TRANSOMTS TOP OF STAIRTV TELEVISIONTW TEMPERED WATER, TOP OF WALLTYP TYPICAL
UC UNDERCUTUD UNDERDRAINUE UNDERGROUND ELECTRICUG UNDERGROUNDUH UNIT HEATERUNF UNFINISHEDUNIF UNIFORMUNO UNLESS NOTED OTHERWISEUR URINALUT UNDERGROUND TELEPHONEUV UNIT VENTILATOR
V VENT, VOLTVAR VARIES, VARIABLEVARN VARNISHVAT VINYL ASBESTOS TILEVAV VARIABLE AIR VOLUMEVB VACUUM BREAKER, VAPOR RETARDER
BARRIER,VOLLEYBALL
VCB VENTED COVE BASEVCT VINYL COMPOSITE TILEVD VOLUME DAMPERVERM VERMICULITE
E
FENCING TO REMAIN
W
G
SAN
ST
136
UD
W
G
SAN
UD
ST
EXG
V
RAW
FOS
FOS
FOR
FOR
FOV
FOV
MATCH LINE
ELEVATION
INTERIOR ELEVATION
A1 0'-0"
H
HS
P S
SG
S
PSG
H
T
T
TS
TP
P
T
FT
B
G
CHLORIDE
(BURIED)
VENT
PIPE ELBOW UP
CAP OR PLUG
PIPE ANCHOR
PIPE GUIDE
PIPE DOWN WITH
PIPE DOWN WITH SHUTOFF VALVE
EXPANSION COMPENSATOR
CLEANOUT AT BASE
UNION CONNECTION
PIPING REDUCER (CONCENTRIC)
PIPING REDUCER (ECCENTRIC)
TOP PIPE CONNECTION
PIPE ELBOW DOWN
BOTTOM PIPE CONNECTION
INDIRECT WASTE
STORM (BURIED)
STORM (ABOVE GRADE)
SANITARY (BURIED)
SANITARY (ABOVE
COMPRESSED AIR
LABORATORY WASTE
GRADE)
LABORATORY WASTE
LABORATORY VENT
CHLORINATED POLY VINYL
TEMPERATURE OR
THERMOMETER
(PETE'S PLUG)
FLOW SWITCH
MANUAL AIR VENT
ORIFICE METER
FLOW METER
AUTOMATIC AIR VENT
FLEX CONNECTOR
PRESSURE GAUGE
PRESSURE SWITCH
PRESSURE/TEMPERATURE
PRESSURE PROBE WELL
GAS
AQUASTAT
WITH BLOW DOWN VALVE
VALVE
BALL VALVE
CHECK VALVE
2-WAY CONTROL
AUTOMATIC FLOW CONTROL
BUTTERFLY VALVE
BALANCING VALVE
BACKFLOW PREVENTOR
MODULATING VALVE
3-WAY CONTROL,
DUPLEX BASKET STRAINER
WYE STRAINER
DIRECTION OF FLOW
PITCH PIPING (DOWN)
WYE STRAINER
TEMPERED (HOT) WATER
180 HOT WATER
140 HOT WATER
EXG FUEL OIL VENT
FUEL OIL RETURN
EXG FUEL OIL RETURN
FUEL OIL SUPPLY
EXG FUEL OIL SUPPLY
DISTILLED WATER
DEIONIZED WATER
SOFT WATER
FUEL OIL VENT
RAW WATER
DIESEL FUEL
EXISTING 180 HOT WATER
EXISTING 140 HOT WATER
110 HOT WATER
EXISTING 110 HOT WATER
EXG HOT WATER RETURN
EXISTING HOT WATER
EXISTING COLD WATER
FIRE SPRINKLER
HOT WATER RETURN
FIRE STANDPIPE
HOT WATER
COLD WATER
FIRE MAIN
PROPANE
UNLEADED GASOLINE
VALVE
GLOBE VALVE
PLUG VALVE
GATE VALVE
AIR SEPARATOR
STEAM TRAP
EXISTING PIPINGCONNECTION TO
CIRCULATING PUMP
TEMP AND PRESSURE RELIEF VALVE
SOLENOID (ELECTRIC) ON/OFF
FUSIBLE LINK VALVE
OS&Y GATE VALVE
GAS PRESSURE REGULATOR
PRESSURE REDUCING VALVE
PLATE STRAINER
HOSE BIBB
EXTENDED TO GRADEGATE VALVE WITH CURB BOX
FIRE DEPARTMENT CONNECTION RECESSED SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
CONCEALED SPRINKLER HEAD
PENDANT SPRINKLER HEAD
UPRIGHT SPRINKLER HEAD
EXG PLUMBING FIXTURE
PLUMBING FIXTURE
EXG PLUMBING FIXTURE
TO BE REMOVED
ROOF DRAIN
ROOF DRAIN REPLACING EXG
EXISTING ROOF DRAIN
EXISTING ROOF DRAIN
TO BE REMOVED
MAKE-UP COLD WATERMECHANICAL EQUIPMENT
(NON-POTABLE)
FLOOR DRAINS
FLOOR SINKS
WALL HYDRANT
FIRE EXTINGUISHERCABINET W/ EXTINGUISHER
FIRE HOSE CABINET
MODULATING VALVE
CWR
CWS
ATV
BBD
ATMOSPHERIC VENT
BOILER BLOW DOWN
CHILLED WATER RETURN
CHILLED WATER SUPPLY
C
GR
GS
CR
HPWS
HPWR
HEAT PUMP SUPPLY
HEAT PUMP RETURN
GLYCOL RETURN
GLYCOL SUPPLY
CONDENSATE DRAINCD
DUCT UP NEGATIVE PRESSURE
DUCT DOWN POSITIVE PRESSURE
DUCT UP POSITIVE PRESSURE
DUCT DOWN NEGATIVE PRESSURE
LPS
HCR
HWR
HCS
MU
LPC
HOT WATER RETURN
(NON-POTABLE)MAKE-UP COLD WATER
LOW PRESSURE STEAM
MECHANICAL EQUIPMENT
RL
RS
HG
PD
EXISTING HVAC PIPE
REFRIGERANT LIQUID
REFRIGERANT HOT GAS
PUMP DISCHARGE
REFRIGERANT SUCTION
REMOVE EXG. DUCT, PIPING,
W/VOLUME DAMPER
FLEXIBLE CONNECTION
STANDARD BRANCH DUCT
RECTANGULAR ELBOW
POSITIVE PRESSURE DUCT UPTHROUGH NEXT FLOOR/ROOF
THROUGH NEXT FLOOR/ROOFNEGATIVE PRESSURE DUCT UP
RECTANGULAR ELBOW
W/TURNING VANES
FIRE AND SMOKE DAMPER
ACOUSTICALLY LINED
SMOKE DAMPER
FIRE DAMPER
DUCTWORK
VOLUME DAMPER
FLEXIBLE DUCT
AIR FLOW
AUTOMATIC AIR DAMPER
EXHAUST FAN
DUCT AIR FLOW
EXISTING DUCTWORK
HUMIDISTAT
W/ GUARD
SWITCH
W/ GUARDPRESSURE SENSOR
PRESSURE SENSOR
HUMIDITY SENSOR
HUMIDITY SENSOR
ROOFTOP HOOD
HOT WATER SUPPLYHWS
CODP CLEANOUT DECK PLATE
CLEANOUT PLUG
HVAC TECHNICIAN - STANDS
TEMPERATURE SENSOR
6' TO TOP OF HAT
THERMOSTAT W/ GUARD
THERMOSTAT
F
FIRE HYDRANT (FE)WALL HOOK
LOW PRESSURE CONDENSATE
HOT/CHILLED WATER SUPPLY
HOT/CHILLED WATER RETURN
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
FIRE RISER VALVE ASSEMBLY
VALUE
VALUE
CFM, GPM, CAPACITY
EQUIPMENT TAG (MOTORIZED)
EQUIPMENT TAG (NON-MOTORIZED)
CFM
REGISTER, GRILLE, DIFFUSER
TAG NO.
TAG NO.
TAG NO.
NECK SZ.
ELEM. LENGTH
ENCLOSURE NOTED AS:
FTR-TYPE
ENC. LENGTH
GPM
FIN TUBE RADIATION
W/W: WALL TO WALL,W/U: WALL TO UNIT,W/D: WALL TO DOOR, ETC...
SWEEP ELBOW WITH
SWEEP ELBOW
TURNING/SPLITTER VANES
CGR
CGS
CHILLED GLYCOL RETURN
CHILLED GLYCOL SUPPLY
PIPE UP WITH SHUTOFF VALVE
PIPE UP AND DOWN
LPWC LOW PRESSURE STEAM WET(FLOODED) CONDENSATE
STEAM VENT
VENTURI FLOW METER
BASKET STRAINER
3-WAY CONTROL,THERMOSTATIC MIXINGVALVE (SELF-CONTAINED)
FIN TUBE RADIATION
FINTUBE ENCLOSURE OR
PRESSURE RELIEF VALVE
THERMOSTATIC STEAM TRAP
FLOAT AND THERMOSTATIC
BUCKET STEAM TRAP
EQUIPMENT
MOTORIZED MODULATING VALVE
BACK DRAFT DAMPER
HGR
HGS
HOT GLYCOL RETURN
HOT GLYCOL SUPPLY
(UP / TOWARDS)
(DOWN / AWAY)
(UP / TOWARDS)
(DOWN / AWAY)
BS BURNER SHUT OFF
DUCT BREAK
PIPE BREAK
STEAM TRAP
POINT OF CONNECTION
ROOFTOP HOOD
(RELIEF)
(INTAKE)
TRIPLE DUTY VALVE
FLANGE CONNECTION
EXPANSION JOINT
POC
UV DRAFTSTOP
VACUUM BREAKER
(INSTALL STEM VERTICAL)
LABV
LAB
LAB
CA
SAN
SAN
ST
ST
F
SP
SPRK
DE
DI
P
G
MU
BALL VALVESHOCK ABSORBER W/
SHOCK ABSORBER
EXG FIRE HYDRANT
FIRE HYDRANT
110
180
140
180
140
TW
110
P
P
AV
F
M
D
A
B
S
SV
M
VB
SCUPPER ROOF DRAIN
ELEVATION FROM DATUM
SCHEDULE
GRADINGFOOTING INTO THISELEVATIONS. CUTUNIFORMLY BETWEENAREA. SLOPE GRADESWITHIN THE BUILDINGGRADING ELEVATIONINDICATES ROUGH
INDICATES FRAMED
LOCATION
LENGTH OF BEAM
RECESSED
0.7
[-3'-0]
P1
CFMF BEARING WALL
AT ADJ GIRDER ELEVINDICATES TOP OF BEAM(GIR)
SHEAR WALLSEE SCHEDULE
HORIZONTAL BRIDGING
JOIST
JOIST DESIGNATION
12K3
F4
(-8)
REFER TO FOOTINGINDICATES FOOTING TYPE
INDICATES PIER TYPE
TOP OF PIER ELEVATION
TOP OF FOOTING
[-4'-0]
SL = SKYLIGHT
AH = ACCESS HATCHSH = SMOKE HATCH
98'-6"
BEARING WALLMASONRY LOAD
INDICATES AREA ISEXISTING
DEPRESSED ORINDICATES SLAB IS
FOUNDATION WALL
ANCHOR BOLTS
CONTINUOUS FTG
UNDER SLABFOUNDATION WALL
STEPPED FOOTING
FROM DATUMTOP OF FTG ELEVATION
[-3'-0]
APPROX W/ WET CONCDEFLECTION (INCHES)
END REACTION- KIPS
BEAM SIZE
STUDS OVER FULLNUMBER OF SHEAR
DRAWING DATUMELEVATION FROM
(-6) W8X15
RD
OPNG IS FOR:RD = ROOF DRAINME = MECH EQUIP
INDICATES A FRAMEDROOF OR FLOOR OPNGCOORD SIZE AND
BM OR COL POCKET
STRUCTURAL LOADS
A. LIVE LOADS IBC 1607OCCUPANY OR USE UNIFORM CONCENTRATEDSTAIRS 100 PSF 300 LBS
REDUCTION IN LIVE LOADS WILL BE PERMITTED PER IBC 1607.9
B. ROOF LOADS IBC 1607.12MINIMUM ROOF LIVE LOAD 20 PSFRAIN LOAD
RAIN SURCHARGE LOAD HAS BEEN APPLIED TO AREASWHERE PONDING OCCURS IN ACCORDANCE WITH SECTION 1611.
C. SNOW LOADS IBC 1608GROUND SNOW, Pg (FIGURE 1608..2) 80 PSFFLAT ROOF SNOW LOAD, Pf (ASCE 7) 61.6PSFSNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.0SNOW lOAD IMPORTANCE FACTOR, Is 1.1
D. WIND LOAD DESIGN CRITERIA IBC 1609ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult 120 MPHNOMINAL DESIGN WIND SPEED, Vasd (TABLE 1609.3.1) 93 MPHOCCUPANCY CATEGORY (TABLE 1604.5) IIIEXPOSURE CATEGORY CINTERNAL PRESSURE COEFFICIENT, GCPI 0.18 +/-
E. SEISMIC DESIGN CRITERIA IBC 1613OCCUPANCY CATEGORY IIISEISMIC IMPORTANCE FACTOR, Ie 1.25MAPPED SPECTRAL RESPONSE ACCELERATION
AT SHORT PERIODS, Ss 42.9 %gAT 1 SECOND PERIOS, S1 11.7 %g
SITE CLASS DDESIGN SPECTRAL RESPONSE ACCELERATION
AT SHORT PERIODS, SDS 41.7 %gAT 1 SECOND PERIOD, SDI 18.1 %g
SEISMIC DESIGN CATEGORY C
1924 ORIGINAL BUILDING76,562sf
1934 ADDITION5,190sf
1969 ADDITIONS14,230sf
1969 ADDITIONS27,402sf
Date:Drawn By: Drawing Number:
Project No.:
1
AB
CD
EF
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
AB
CD
EF
GH
IJ
KL
MN
Tetra Tech Engineers, Architects & Landscape Architects, P.C.
CLEAR SOLUTIONScomplex world
Key PlanN.T.S.
N
AB
C
130293-15002 CC200August 4, 2017
Code Compliance Review
TLE
Saranac Lake Central School DistrictSaranac Lake, New York 12983
Petrova Avenue SchoolReconstruction To:
S.E.D. Control No. 16-14-01-06-0-002-021
CODE COMPLIANCE REVIEWBASED ON THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE INCLUDING APPLICABLE 2015 IBC CODES AND 2016 NYS SUPPLEMENTS AND SED MANUAL OF PLANNING STANDARDS 1998
REFER TO PROJECT MANUAL FOR REQUIREMENTS STATED IN "NYCRR 155 REGULATIONS OF THE COMMISSIONER OF EDUCATION".
1. SPRINKLER SYSTEM ( CHAPTER 9 ):IS AN AUTOMATIC SPRINKLER SYSTEM PROVIDED. REFER TO BUILDING AREA DATA BELOW FOR SPECIFIC AREAS PROVIDED.
NO
2. OCCUPANCY CLASSIFICATION ( CHAPTER 3 ):E
3. CONSTRUCTION TYPE - EXISTING (CHAPTER 6)IIB
4. CONSTRUCTION TYPE - NEW ( CHAPTER 6 ):N/A
5. ROOM USE DESIGNATIONS:FOR ROOM USE DESIGNATIONS- SEE CC201, CC202 and CC203.
6. ROOM SQUARE FOOTAGES:FOR ROOM SQUARE FOOTAGES - SEE CC201, CC202 and CC203.
7. ACCESSIBLE ROUTE AND ACCESSIBLE ENTRANCES:FOR EXTERIOR ACCESSIBLE ROUTE AND ACCESSIBLE ENTRANCES- SEE CCL200.
8. CORRIDOR ENCLOSURES (PER TABLE 1020.1):FOR CORRIDOR FIRE RESISTANCE - SEE ENLARGED PLANS, PARTITION TYPES AND DOOR SCHEDULE.ALL CROSS CORRIDOR PARTITIONS ARE SMOKE PARTITIONS AND EXTEND FROM FINISH FLOOR TO DECK ABOVE.
BUILDING REQUIREMENTS
GENERAL CODE NOTES A. REFER TO CODE COMPLIANCE DRAWINGS FOR ADDITIONAL CODE
COMPLIANCE INFORMATION.
B. COORDINATE WITH FLOOR PLANS, WALL SECTIONS AND PARTITION TYPES FOR RATED WALL TYPES AND LOCATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY WALL RATING DISCREPANCIES BETWEEN CC-SERIES DRAWINGS AND FLOOR PLANS.
C. ALL WALLS, INCLUDING AT CORRIDORS, SHALL EXTEND COMPLETELY TO THE UNDERSIDE OF DECKING, SUPPORTING STRUCTURE OR ROOF ABOVE, TYPICAL UNLESS NOTED OTHERWISE.
D. AT AREAS OF PROJECT WORK, COMPLETELY SEAL ALL PENETRATIONS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS IDENTIFIED ON THE CC-SERIES DRAWINGS, REGARDLESSIF WALL IS NEW OR EXISTING, TYPICAL UNLESS NOTED OTHERWISE.
E. PROVIDE APPLIED FIREPROOFING TO ALL BEAMS, JOISTS AND STRUCTURAL STEEL ELEMENTS AT ALL FIRE BARRIERS, FIRE PARTITIONS, AND OTHER RATED WALLS WHERE INDICATED ON DRAWINGS, AND THAT ARE NOT COMPLETELY PROTECTED WITHIN THE RATED CONSTRUCTION. PROTECTION OF SUCH ELEMENTS SHALL MATCH THE RATING OF THE WALL THAT THE ELEMENTS ARE CONTAINED WITHIN.
F. ALL CMU CONSTRUCTION SHALL MEET FIRE RESISTANCE REQUIREMENTS INDICATED. PROVIDED BLOCK TYPE AS REQUIRED TO COMPLY WITH UL DESIGN NUMBERS AND WALL RATINGS INDICATED, REGARDLESS IF NOTED AS SUCH ON PLAN DETAILS.
LEGEND:
UL DESIGN NUMBERS:1 HR. STUD PARTITIONS UL# U4652 HR. STUD PARTITIONS UL# U4111 HR. BLOCK PARTITIONS UL# U9052 HR. BLOCK PARTITIONS UL# U905
NOTES: 1. RATING PROVIDED BY 4" SOLID CONCRETE MASONRY UNITS - DETERMINATION OF EQUIVALENT THICKNESS OF CMU REQUIRED IS BASED ON SECTION 721 PRESCRIPTIVE FIRE RESISTANCE, TABLE 721.1 (2) RATED FIRE RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS, ITEM NUMBER 3-1.2
2. ALL CMU CONSTRUCTION SHALL MEET FIRE RESISTANCE REQUIREMENTS INDICATED IN CHART OF SAME NAME ABOVE, BLOCK TYPE AS REQUIRED TO COMPLY WITH UL DESIGN NUMBERS AND AS REQUIRED TO COMPLY WITH RATED WALLS INDICATED ON CODE COMPLIANCE DRAWINGS. PROVIDE MINIMUM 4" SOLID CMU AT SUCH LOCATIONS REGARDLESS IF NOTED AS SUCH ON PLAN DETAILS.
RESCUE LABEL / SIGNAGE NOTES:1. REFER TO SIGNAGE SPECIFICATION AND CC DRAWINGS, AND SIGNAGE DRAWINGS FOR TYPES AND LOCATIONS.
ALL FINISHES IN CORRIDORS AND ASSEMBLY SPACES SHALL HAVE A FIRE HAZARD CLASSIFICATION PER MANUAL OF PLANNING STANDARDS SECTION S202-2, A. THROUGH E..
08 14 16 FLUSH WOOD DOORS09 26 13 GYPSUM VENEER PLASTERING09 29 00 GYPSUM BOARD09 65 19 RESILIENT TILE FLOORING10 11 00 VISUAL DISPLAY SURFACES10 12 00 DISPLAY CASES10 14 00 INTERIOR SIGNAGE
INTERIOR FINISH REQUIREMENTS:
BLDG BLDG FIRE RESISTANCE REQUIREMENTS B1 B2
IIBConstruction Classification IIB IIAOccupancy Classification E E
EXTERIOR BEARING WALLS TABLE 601 0 0NONBEARING WALLS - FIRE SEPARATION DISTANCE > 30' 0 0- FIRE SEPARATION DISTANCE < 30' AND > 10' TABLE 602 0 0 - FIRE SEPARATION DISTANCE < 10' AND > 5' 1 1 - FIRE SEPARATION DISTANCE < 5' 1 1
OCCUPANCY SEPARATION TABLE 508.4 NA NA
INTERIORFIRE WALLS TABLE 706.4 3 3BEARING WALLS TABLE 601 0 0- SUPPORTING A ROOF ONLY 0 0 STAIRWAY ENCLOSURES - CONNECTING 4 STORIES OR MORE SECTION 713 - -- CONNECTING LESS THAN 4 STORIES 1 1 SHAFTWAYS - CONNECTING > 4 STORIES SECTION 713 - -- CONNECTING < 4 STORIES 1 1CORRIDORS TABLE 1020.1 1 1STRUCTURAL FRAME INCLUDING COLUMNS, 0 0 GIRDERS AND TRUSSES TABLE 601- SUPPORTING A ROOF ONLY 0 0
FLOOR CONSTRUCTION INCLUDING TABLE 601 0 0 SUPPORTING BEAMS AND JOISTS
ROOF CONSTRUCTION INCLUDING TABLE 601 0 0SUPPORTING BEAMS AND JOISTS
NUMBER OF OCCUPANTS IN EACH SPACE, UNO
AREA OF RESCUE ASSISTANCE
EXISTING FIRE EXTINGUISHER LOCATION
NEW FIRE EXTINGUISHER LOCATION
FIRE HOSE CABINET
RESCUE WINDOW
TRUSS TYPE CONSTRUCTION IDENTIFICATION SIGNAGE
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR
11R
HC
RW
XX
A. ALL WALLS, INCLUDING CORRIDOR WALLS, EXTEND TO THE ROOF DECK OR FLOOR DECK ABOVE UNLESS NOTED OTHERWISE.
2-HOUR FIRE BARRIER
1-HOUR FIRE PARTITION
COMMON EGRESS PATH
1/32" = 1'-0"2Vintage Plan
Rev. No.: Date: Description:
UP
UP
DN
UP
UP UP
UP
UP
UP
UP
UP
DN
30 SF
ELEV MECHEM100
36 SF
ELEVE100 627 SF
GRADE 5CLRM.
101595 SF
GRADE 5CLRM.
103
647 SF
GRADE 5CLRM.
102643 SF
GRADE 5CLRM.
104
85 SF
CRAWLS101B
80 SF
STAIRS101
200 SF
BOY'ST101B
150 SF
GIRL'ST101A
669 SF
CORR.C100
88 SF
OFFICE191
230 SF
CRAWLSPACE
199
232 SF
PASSAGEP190
524 SF
UNOCCUPIED198
149 SF
UNOCCUPIED197
141 SF
UNOCCUPIED196
29 SF
UNOCCUPIED196A
21 SF
UNOCCUPIED195
79 SF
STAIRSS102
74 SF
PASSAGEP191
326 SF
WORK RM.108
816 SF
GRADE 4CLRM.
110
204 SF
TOILET105
631 SF
GRADE 4CLRM.
107
155 SF
STAIRS104
1965 SF
BOILER ROOM113
143 SF
OFFICE109A
559 SF
BLDG /GROUNDS
109
19 SF
-113D 144 SF
SECR.111A
32 SF
STORAGE113C
16 SF
STORAGE-
26 SF
MECH111D
429 SF
CLRM.112
94 SF
OFFICE111B
30 SF
COPY111C
199 SF
CIRC.111
767 SF
GRADE 4CLRM.
114
166 SF
LOUNGE115
48 SF
STAIRS105
582 SF
COMPUTER117
130 SF
GIRL'ST102A
153 SF
BOY'ST102B
603 SF
MUSIC119
319 SF
LIBRARY116A
123 SF
OFFICE118E
183 SF
STAIRS108
665 SF
CLRM.118B
425 SF
STORAGE118C
149 SF
STORAGE118D
91 SF
STAIRS107
1160 SF
CORR.C102
299 SF
CORR.C103
621 SF
LOUNGE120
634 SF
OT / PT122
790 SF
BAND124
799 SF
MUSIC121
50 SF
STORAGE121S
162 SF
STAIRS109
856 SF
CORR.C104
346 SF
CORR.C105
84 SF
VEST.V106
208 SF
STORAGE-
189 SF
STORAGE126A
199 SF
STORAGE130B
158 SF
VEST.V130
6649 SF
GYM130
177 SF
DISHWASH128A
41 SF
VEST.V126
66 SF
STORAGE126B
876 SF
SERVING128
338 SF
KITCHEN128B
59 SF
COOLER128C
96 SF
WORKROOM128C
1860 SF
TECHNOLOGYCLASS
123
2577 SF
CAFETERIA126
774 SF
CORR.C106
142 SF
ALCOVE130A
160 SF
OFFICE130C
163 SF
WOMENT103A
164 SF
MENT103B
100 SF
LOCKERS125
93 SF
STORAGE123A
93 SF
FINISHING123B
64 SF
VEST.V108
112 SF
STORAGE127
197 SF
RECEIVING129
165 SF
STAIRS110
128 SF
JANITOR131
120 SF
STORAGE130D
797 SF
GIRL'SLOCKER
132800 SF
BOY'SLOCKER
134
374 SF
CORR.C107
459 SF
CORR.C108
2507 SF
UNEXCAVATED-
39 SF
STOR194
119 SF
TIMEOUT190
80 SF
STOR192
70 SF
OFFICE193
2268 SF
MS LMC118
75 SF
STORAGE113B
100 SF
STOR109B
RW RW
RW RW RW
RW
RW
RWRW
RW
RW RW
RW
111 SF
WORKROOM116B
1035 SF
ELEM LMC116
649 SF
ELEM. ART106
351 SF
CORR.C101
142 SF
DATAD100
RW
BLDG B2 BLDG B1
BLDG B2 BLDG B1
DN
DN
LEVEL 1 ALTERATIONS -APPROXIMATLY 32,402sf
Date:Drawn By: Drawing Number:
Project No.:
1
AB
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EF
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
AB
CD
EF
GH
IJ
KL
MN
Tetra Tech Engineers, Architects & Landscape Architects, P.C.
CLEAR SOLUTIONScomplex world
Key PlanN.T.S.
N
AB
C
130293-15002 CC201August 4, 2017
First Floor Life Safety Plan
TLE
Saranac Lake Central School DistrictSaranac Lake, New York 12983
Petrova Avenue SchoolReconstruction To:
S.E.D. Control No. 16-14-01-06-0-002-021
1/16" = 1'-0"1First Floor Life Safety Plan
GENERAL CODE NOTES A. REFER TO CODE COMPLIANCE DRAWINGS FOR ADDITIONAL CODE
COMPLIANCE INFORMATION.
B. COORDINATE WITH FLOOR PLANS, WALL SECTIONS AND PARTITION TYPES FOR RATED WALL TYPES AND LOCATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY WALL RATING DISCREPANCIES BETWEEN CC-SERIES DRAWINGS AND FLOOR PLANS.
C. ALL WALLS, INCLUDING AT CORRIDORS, SHALL EXTEND COMPLETELY TO THE UNDERSIDE OF DECKING, SUPPORTING STRUCTURE OR ROOF ABOVE, TYPICAL UNLESS NOTED OTHERWISE.
D. AT AREAS OF PROJECT WORK, COMPLETELY SEAL ALL PENETRATIONS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS IDENTIFIED ON THE CC-SERIES DRAWINGS, REGARDLESS IF WALL IS NEW OR EXISTING, TYPICAL UNLESS NOTED OTHERWISE.
E. PROVIDE APPLIED FIREPROOFING TO ALL BEAMS, JOISTS AND STRUCTURAL STEEL ELEMENTS AT ALL FIRE BARRIERS, FIRE PARTITIONS, AND OTHER RATED WALLS WHERE INDICATED ON DRAWINGS, AND THAT ARE NOT COMPLETELY PROTECTED WITHIN THE RATED CONSTRUCTOIN. PROTECTION OF SUCH ELEMENTS SHALL MATCH THE RATING OF THE WALL THAT THE ELEMENTS ARE CONTAINED WITHIN.
F. ALL CMU CONSTRUCTION SHALL MEET FIRE RESISTANCE REQUIREMENTS INDICATED. PROVIDED BLOCK TYPE AS REQUIRED TO COMPLY WITH UL DESIGN NUMBERS AND WALL RATINGS INDICATED, REGARDLESS IF NOTED AS SUCH ON PLAN DETAILS.
LEGEND:
NUMBER OF OCCUPANTS IN EACH SPACE, UNO
AREA OF RESCUE ASSISTANCE
EXISTING FIRE EXTINGUISHER LOCATION
NEW FIRE EXTINGUISHER LOCATION
FIRE HOSE CABINET
RESCUE WINDOW
TRUSS TYPE CONSTRUCTION IDENTIFICATION SIGNAGE
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR
11R
HC
RW
XX
A. ALL WALLS, INCLUDING CORRIDOR WALLS, EXTEND TO THE ROOF DECK OR FLOOR DECK ABOVE UNLESS NOTED OTHERWISE.
2-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR FIRE PARTITION
COMMON EGRESS PATH
VERTICAL PLATFORM LIFT. RAMP INTO lIBRARY 118 DOES NOT MEET ADA REQUIREMNTS FOR SLOPE
Rev. No.: Date: Description:
DN
DN
DN
DN
DN
DN
DN
DN
DN UP
UP
DN UP
DN UP
DN
DN
UP
DN DN
UP
DN DN
DN
UPDN
UP
STAIRS200
611 SF
CORR.C200
599 SF
GRADE 1CLRM.
201
647 SF
GRADE 1CLRM.
202
629 SF
GRADE 1CLRM.
203
650 SF
GRADE 1CLRM.
204
192 SF
BOY'ST201B
117 SF
GIRL'ST201A
642 SF
PRE-FIRSTCLRM.
206
STAIRS201
369 SF
CORR.C201
3833 SF
AUDITORIUMA200
63 SF
CONTROLA202
967 SF
STAGEA201
24 SF
DRESSA203
STAIRS203
78 SF
VESTV202
STAIRS202
32 SF
STAFF TOILET205A
204 SF
STAFFLOUNGE
205
1131 SF
CORR.C202
624 SF
GRADE 2CLRM.
208
631 SF
GRADE 2CLRM.
207
240 SF
NURSE210B
37 SF
TOILET210C
128 SF
ELEM.PRINCIPAL
210A386 SF
ELEM. OFFICE210
696 SF
GRADE 2CLRM.
211
104 SF
VEST.L202A
270 SF
MAINLOBBYL202
140 SF
DENTAL212A
729 SF
GRADE 2CLRM.
213
98 SF
STORAGE213A
STAIRS205
476 SF
GRADE 3CLRM.
214
26 SF
STAFF TOILETT214
308 SF
GRADE 3CLRM.
216610 SF
GRADE 3CLRM.
217
68 SF
VESTV206
398 SF
CORR.C203
1402 SF
STUDY /READING
AREAL200
165 SF
MECH.L200A
183 SF
STAIRS208
50 SF
VESTV207
181 SF
STORAGEL201
261 SF
STAIRS207
621 SF
CONSULT.TEACHER
CLRM.220
129 SF
GIRL'ST202A
152 SF
BOY'ST202B
630 SF
GRADE 3CLRM.
219
634 SF
GRADE 4CLRM.
222789 SF
KG CLRM.224
800 SF
KG CLRM.221
835 SF
CORR.C204
170 SF
STAIRS209
1489 SF
CORR.C206
1256 SF
SCIENCE223
1160 SF
SCIENCE225
196 SF
PREP225A
1147 SF
SCIENCE227
100 SF
GIRLST203A
126 SF
BOY'ST203B
1014 SF
MECH.M226
98 SF
ELEC.E226
331 SF
RESOURCE226
400 SF
STAFFRESOURCE
228
STAIRS210
36 SF
COMP.SERVER
226A
36 SF
ELEVE200
157 SF
COPY212
326 SF
CLASSROOM218
OPEN BELOW
ROOF BELOW
OPEN BELOW
ROOF BELOW
ROOF BELOW
2
2
4
3
RW RW RW
RW RW
RW
RW
RW
RWRWRW
RW
RW
RW
RW
RWRWRWRWRWRW
142 SF
DATAD200
RW RWRW
BLDG B2 BLDG B1
BLDG B2 BLDG B1
DN
PARTIAL HEIGHT WALL
LEVEL 1 ALTERATIONS -APPROXIMATLY 8,737sf
LEVEL 2 ALTERATIONS -APPROXIMATLY 928sf
Date:Drawn By: Drawing Number:
Project No.:
1
AB
CD
EF
GH
IJ
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
AB
CD
EF
GH
IJ
KL
MN
Tetra Tech Engineers, Architects & Landscape Architects, P.C.
CLEAR SOLUTIONScomplex world
Key PlanN.T.S.
N
AB
C
130293-15002 CC202August 4, 2017
Second Floor Life Safety Plan
TLE
Saranac Lake Central School DistrictSaranac Lake, New York 12983
Petrova Avenue SchoolReconstruction To:
S.E.D. Control No. 16-14-01-06-0-002-021
1/16" = 1'-0"1Second Floor Life Safety Plan
GENERAL CODE NOTES A. REFER TO CODE COMPLIANCE DRAWINGS FOR ADDITIONAL CODE
COMPLIANCE INFORMATION.
B. COORDINATE WITH FLOOR PLANS, WALL SECTIONS AND PARTITION TYPES FOR RATED WALL TYPES AND LOCATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY WALL RATING DISCREPANCIES BETWEEN CC-SERIES DRAWINGS AND FLOOR PLANS.
C. ALL WALLS, INCLUDING AT CORRIDORS, SHALL EXTEND COMPLETELY TO THE UNDERSIDE OF DECKING, SUPPORTING STRUCTURE OR ROOF ABOVE, TYPICAL UNLESS NOTED OTHERWISE.
D. AT AREAS OF PROJECT WORK, COMPLETELY SEAL ALL PENETRATIONS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS IDENTIFIED ON THE CC-SERIES DRAWINGS, REGARDLESS IF WALL IS NEW OR EXISTING, TYPICAL UNLESS NOTED OTHERWISE.
E. PROVIDE APPLIED FIREPROOFING TO ALL BEAMS, JOISTS AND STRUCTURAL STEEL ELEMENTS AT ALL FIRE BARRIERS, FIRE PARTITIONS, AND OTHER RATED WALLS WHERE INDICATED ON DRAWINGS, AND THAT ARE NOT COMPLETELY PROTECTED WITHIN THE RATED CONSTRUCTOIN. PROTECTION OF SUCH ELEMENTS SHALL MATCH THE RATING OF THE WALL THAT THE ELEMENTS ARE CONTAINED WITHIN.
F. ALL CMU CONSTRUCTION SHALL MEET FIRE RESISTANCE REQUIREMENTS INDICATED. PROVIDED BLOCK TYPE AS REQUIRED TO COMPLY WITH UL DESIGN NUMBERS AND WALL RATINGS INDICATED, REGARDLESS IF NOTED AS SUCH ON PLAN DETAILS.
LEGEND:
NUMBER OF OCCUPANTS IN EACH SPACE, UNO
AREA OF RESCUE ASSISTANCE
EXISTING FIRE EXTINGUISHER LOCATION
NEW FIRE EXTINGUISHER LOCATION
FIRE HOSE CABINET
RESCUE WINDOW
TRUSS TYPE CONSTRUCTION IDENTIFICATION SIGNAGE
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR
11R
HC
RW
XX
A. ALL WALLS, INCLUDING CORRIDOR WALLS, EXTEND TO THE ROOF DECK OR FLOOR DECK ABOVE UNLESS NOTED OTHERWISE.
2-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR FIRE PARTITION
COMMON EGRESS PATH
Rev. No.: Date: Description:
DN
DN
DN
DN
UP
DN
DN
DN
DN
36 SF
ELEV.E300
STAIRS300
679 SF
CORR.C300
631 SF
ENGLISHCLRM.
301
617 SF
MATH CLRM.302
631 SF
SOC. STUD.CLRM
303
619 SF
SOC. STUD.CLRM
304623 SF
ELA306
205 SF
BOY'ST301B
111 SF
GIRL'ST301A
355 SF
CORR.C301
STAIRS101
1663 SF
AUDITORIUMBALCONY
A300
324 SF
FAC. LOUNGE308A
204 SF
CONFERENCE305
1147 SF
CORR.C302
615 SF
LANGUAGECLRM.
308
618 SF
MATH CLRM.307
635 SF
LANGUAGECLRM.
310
632 SF
MATH CLRM.309
745 SF
COMP. CLRM.312
797 SF
R.R.311
652 SF
ELA / SS31498 SF
OFFICE313
7 SF
STAIRS305
602 SF
ELA317 628 SF
ISS316
120 SF
GIRL'ST302A
334 SF
HEALTHSUITE
326
491 SF
CORR.C303
574 SF
CORRC330
793 SF
REMEDIALCLRM.
328
408 SF
PRINCIPALOFFICE
330
116 SF
DEAN334B
484 SF
MS MAINOFFICE
334
182 SF
PRINCIPAL'SOFFICE
334A
202 SF
CORR.C331
STAIRS308
703 SF
REMEDIALCLRM.
327
466 SF
RESOURCEROOM
325
254 SF
HEARINGIMPAIRED
323
STAIRS307
149 SF
BOY'ST302B
784 SF
CORR.C304
1261 SF
ART CLRM.320
622 SF
READING319
789 SF
MATH / SCI.CLRM.
324
800 SF
MATH / SCI.CLRM.
321
242 SF
STAIRS309
ROOF BELOW
ROOF BELOW
ROOF BELOW
OPEN BELOW
164 SF
NURSE326A
65 SF
TOILET326B
26 SF
STOR326C
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RWRW
RW
RW
RW
RWRW
143 SF
DATAD300
RW RWRW
BLDG B2 BLDG B1
BLDG B2 BLDG B1
LEVEL 1 ALTERATIONS -APPROXIMATLY 7,586sf
Date:Drawn By: Drawing Number:
Project No.:
1
AB
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
AB
CD
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KL
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Tetra Tech Engineers, Architects & Landscape Architects, P.C.
CLEAR SOLUTIONScomplex world
Key PlanN.T.S.
N
AB
C
130293-15002 CC203August 4, 2017
Third Floor Life Safety Plan
TLE
Saranac Lake Central School DistrictSaranac Lake, New York 12983
Petrova Avenue SchoolReconstruction To:
S.E.D. Control No. 16-14-01-06-0-002-021
GENERAL CODE NOTES A. REFER TO CODE COMPLIANCE DRAWINGS FOR ADDITIONAL CODE
COMPLIANCE INFORMATION.
B. COORDINATE WITH FLOOR PLANS, WALL SECTIONS AND PARTITION TYPES FOR RATED WALL TYPES AND LOCATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY WALL RATING DISCREPANCIES BETWEEN CC-SERIES DRAWINGS AND FLOOR PLANS.
C. ALL WALLS, INCLUDING AT CORRIDORS, SHALL EXTEND COMPLETELY TO THE UNDERSIDE OF DECKING, SUPPORTING STRUCTURE OR ROOF ABOVE, TYPICAL UNLESS NOTED OTHERWISE.
D. AT AREAS OF PROJECT WORK, COMPLETELY SEAL ALL PENETRATIONS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS IDENTIFIED ON THE CC-SERIES DRAWINGS, REGARDLESS IF WALL IS NEW OR EXISTING, TYPICAL UNLESS NOTED OTHERWISE.
E. PROVIDE APPLIED FIREPROOFING TO ALL BEAMS, JOISTS AND STRUCTURAL STEEL ELEMENTS AT ALL FIRE BARRIERS, FIRE PARTITIONS, AND OTHER RATED WALLS WHERE INDICATED ON DRAWINGS, AND THAT ARE NOT COMPLETELY PROTECTED WITHIN THE RATED CONSTRUCTOIN. PROTECTION OF SUCH ELEMENTS SHALL MATCH THE RATING OF THE WALL THAT THE ELEMENTS ARE CONTAINED WITHIN.
F. ALL CMU CONSTRUCTION SHALL MEET FIRE RESISTANCE REQUIREMENTS INDICATED. PROVIDED BLOCK TYPE AS REQUIRED TO COMPLY WITH UL DESIGN NUMBERS AND WALL RATINGS INDICATED, REGARDLESS IF NOTED AS SUCH ON PLAN DETAILS.
LEGEND:
NUMBER OF OCCUPANTS IN EACH SPACE, UNO
AREA OF RESCUE ASSISTANCE
EXISTING FIRE EXTINGUISHER LOCATION
NEW FIRE EXTINGUISHER LOCATION
FIRE HOSE CABINET
RESCUE WINDOW
TRUSS TYPE CONSTRUCTION IDENTIFICATION SIGNAGE
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR
11R
HC
RW
XX
A. ALL WALLS, INCLUDING CORRIDOR WALLS, EXTEND TO THE ROOF DECK OR FLOOR DECK ABOVE UNLESS NOTED OTHERWISE.
2-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR FIRE PARTITION
COMMON EGRESS PATH
1/16" = 1'-0"1Third Floor Life Safety Plan
Rev. No.: Date: Description:
Description:Rev. No.: Date:
Drawing No.:Drawn by:
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
Site Key Plan
SDF
CCL201
0
SCALE:
25' 50' 100'
1" = 50'
1 Site Key Plan
Project No.:
Date:
Reconstruction to:
Petrova Avenue School
August 4, 2017
Saranac Lake, New York 12983
Saranac Lake Central School District
130293-15002
General Site Notes1. THESE GENERAL SITE NOTES APPLY TO C-SERIES DRAWINGS.
2. REFER TO SURVEY FOR INFORMATION ON EXISTING FEATURES. IF
EXISTING FEATURES ARE MISSING, MODIFIED, OBSCURED, OR
THERE IS A CONFLICT BETWEEN HOW AN EXISTING FEATURE IS
PORTRAYED ON THIS SHEET AND THE SURVEY, THE SURVEY
SHALL GOVERN.
3. PRIOR TO CONSTRUCTION, LOCATE AND PROMINENTLY MARK THE
PROPERTY LINES IN THE FIELD. PROTECT PROPERTY LINE
MARKING AND MONUMENTS DURING CONSTRUCTION UNTIL FINAL
ACCEPTANCE.
4. THE SURVEY(S) INCLUDED IN THESE DOCUMENTS ARE PROVIDED
FOR INFORMATION ONLY AND ARE THE BASE INFORMATION USED
TO PREPARE THE WORK INDICATED ON THESE DRAWINGS. THE
DATA INDICATED REGARDING EXISTING CONDITIONS IS NOT
INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR
ACCURACY. BY INCLUSION OF THE SURVEY(S) IN THIS SET OF
DOCUMENTS, TETRA TECH AND THE OWNER DO NOT ASSUME
RESPONSIBILITY FOR ACCURACY OF THE SURVEY, NOR FOR
INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY
THE CONTRACTOR.
5. THE CONTRACTOR SHALL FIELD VERIFY EXISTING FEATURES,
CONDITIONS, UTILITIES, PROPERTY LINES AND TOPOGRAPHY
PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES
WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE
CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED IN
WRITING TO THE ARCHITECT. COMMENCEMENT OF WORK
WITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTE
CONTRACTOR ACCEPTANCE OF THE EXISTING INFORMATION
INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS
TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES
BROUGHT TO THE OWNER'S ATTENTION AFTER WORK HAS BEGUN.
6. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND
UTILITIES ON THIS DRAWING. CONTACT UNDERGROUND UTILITY
LOCATION ORGANIZATION AND LOCAL UTILITY COMPANIES TO
VERIFY THE LOCATION OF UTILITIES PRIOR TO EARTHWORK,
TRENCHING OR EXCAVATION OPERATIONS.
7. CONTRACT LIMIT LINE SHALL BE TEN FEET OUTSIDE OF LIMITS
OF WORK INDICATED ON THESE DRAWINGS AND NOT TO EXTEND
BEYOND THE PROPERTY LINE UNLESS OTHERWISE INDICATED.
8. CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE
FENCING AS INDICATED ON DRAWINGS AND/OR OTHER MEANS
NECESSARY TO PROTECT WORK AND TO ENSURE SAFETY OF THE
PUBLIC, PEDESTRIANS AND VEHICULAR TRAFFIC DURING
CONSTRUCTION.
9. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS AND
TEST LOCATIONS, COORDINATE WITH OWNER REGARDING THE
AVAILABILITY OF GEOTECHNICAL INFORMATION.
10. AT EDGE OF ALL NEW PAVING MEETING LAWN, REMOVE EXISTING
TURF TO MINIMUM OF 4' FROM NEW PAVEMENT EDGE, UNLESS
OTHERWISE NOTED. CUT NEAT REMOVAL LINE AND SCARIFY
EXISTING GRADE. PROVIDE TAMPED TOPSOIL TO BRING EXISTING
GRADE FLUSH WITH NEW PAVING. SLOPE LAWN AWAY FROM
PAVING TO PREVENT PONDING. FINE GRADE, FERTILIZE, SEED
AND MULCH IN ACCORDANCE WITH SPECIFICATIONS.
11. THE EXISTING BASE INFORMATION SHOWN ON THESE DRAWINGS
MAY CONTAIN DIFFERENT OR ADDITIONAL INFORMATION FROM
THE SURVEY PROVIDED IN THESE DOCUMENTS DUE TO THE FACT
THAT A PROJECT THAT ALTERED THE SITE TOOK PLACE AFTER
THE SURVEY WAS DONE. NOTIFY THE ARCHITECT IMMEDIATELY IF
DISCREPANCIES ARE NOTED BETWEEN THE EXISTING BASE
INFORMATION ON THE DRAWINGS AND THE CONTRACTOR'S FIELD
VERIFICATION.
Site Preparation/Demolition General Notes
1. THESE GENERAL SITE / PREPARATION / DEMOLITION NOTES
REFER TO C-SERIES DRAWINGS.
2. THE INTENT OF THIS DRAWING IS TO INDICATE PREPARATORY
WORK, REMOVALS AND DEMOLITION NECESSARY TO
CONSTRUCT THE PROJECT AS SHOWN ON THE REST OF THE
CONTRACT DRAWINGS. SOME NOTES ARE GENERAL IN
NATURE AND IT SHALL BE UNDERSTOOD THAT IT IS NOT
FEASIBLE TO INDICATE EACH AND EVERY SPECIFIC REMOVAL.
SITE PREPARATION / DEMOLITION DRAWINGS SHALL NOT BE
USED ALONE, BUT SHALL BE USED IN CONJUNCTION WITH THE
OTHER DRAWINGS FOR WORK TO BE REMOVED, REUSED, AND
/ OR REVISED NOT INDICATED HERE.
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE
ACCESS TO PEDESTRIAN AND VEHICULAR TRAFFIC. THE
CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS
TO EMERGENCY AND HEALTH SAFETY AGENCIES. IF ACCESS
WILL BE COMPROMISED IT WILL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO COORDINATE AT LEAST ONE WEEK IN
ADVANCE WITH THE OWNER'S REPRESENTATIVE AND HEALTH
SAFETY AGENCIES.
4. UTILITIES, SIDEWALKS, PAVEMENT, SLABS, FOUNDATIONS,
AND MISCELLANEOUS FEATURES NOTED TO BE DEMOLISHED
SHALL BE SPOILED OFF-SITE IN A LEGAL MANNER UNLESS
OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE.
NO BURNING OF DEBRIS SHALL BE ALLOWED. IMMEDIATELY
BACKFILL VOIDS WITH COMPACTED GRANULAR MATERIAL AS
SPECIFIED.
5. WHEN A SITE FEATURE IS INDICATED TO BE REMOVED, THE
SITE FEATURE, INCLUDING APPURTENANCES AND FOOTINGS,
SHALL BE DISPOSED OF LEGALLY OFF SITE, UNLESS
OTHERWISE INDICATED. IMMEDIATELY BACKFILL VOIDS WITH
COMPACTED GRANULAR MATERIALS AS SPECIFIED.
6. WHEN A SITE FEATURE IS INDICATED TO REMAIN, IT SHALL BE
PROTECTED AS INDICATED AND / OR SPECIFIED. WHEN
DISTURBANCE OCCURS AROUND AN EXISTING FEATURE, THE
CONTRACTOR SHALL USE ADDITIONAL PRECAUTIONS
INCLUDING, BUT NOT LIMITED TO HAND DIGGING TO PROTECT
THE FEATURE.
Site Phasing Notes1. INSTALL SOIL EROSION AND SEDIMENT CONTROL
MEASURES BEFORE SOIL DISTURBANCE AND
INSTALLATION OF OTHER TEMPORARY
CONSTRUCTION FEATURES.
2. ACCESS ROADS AND CONSTRUCTION ENTRANCES
ARE TO BE KEPT CLEAR AT ALL TIMES.
3. REFER TO PROJECT MANUAL FOR PHASING
INFORMATION FOR INSTALLATION OF PAVING,
SIDEWALKS, CURBING AND STORM UTILITIES.
4. CONTRACTOR PARKING IS RESTRICTED TO STAGING
OR DESIGNATED TEMPORARY PARKING AREAS.
5. AT STAGING AND OTHER TEMPORARY AREAS TO BE
RESTORED TO LAWN: THOROUGHLY REMOVE
GRAVEL, STONES, DEBRIS, VEGETATION, ETC. FROM
EXISTING TOPSOIL AND SCARIFY TO A MINIMUM
DEPTH OF 6". AMEND TOPSOIL WITH COMPOST AND
NUTRITIONAL AMENDMENTS AND FINE GRADE,
FERTILIZE AND SEED OR SOD.
6. AT STAGING AND OTHER TEMPORARY AREAS ON
EXISTING PAVING: CONTRACTOR TO REMOVE AND
REPLACE EXISTING PAVING IN ACCORDANCE WITH
DRAWINGS AND SPECIFICATIONS.
7. PAVING THAT IS DAMAGED DUE TO CONSTRUCTION
ACTIVITIES IS TO BE REMOVED AND REPLACED IN
ACCORDANCE WITH DRAWINGS AND
SPECIFICATIONS.
8. LAWN THAT IS DAMAGED DUE TO CONSTRUCTION
ACTIVITIES IS TO BE REMOVED AND THE AREA
SCARIFIED. PROVIDE NEW TOPSOIL AS REQUIRED
TO BRING THE AREA TO MATCH SURROUNDING
GRADE. FERTILIZE AND SEED OR SOD.
7. EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS
DESIGNATED FOR REMOVAL. PROTECT ALL EXISTING
UTILITIES TO REMAIN.
8. MANHOLES, CATCH BASINS, CLEAN OUTS, VALVE BOXES,
FRAMES, COVERS AND GRATES REMAINING IN USE SHALL BE
PROTECTED AND ADJUSTED TO FINAL GRADES.
CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL
TIMES.
9. CONTRACTOR IS RESPONSIBLE TO VERIFY GRADES AND
UTILITIES SHOWN ON EXISTING CONDITIONS PLAN PRIOR TO
START OF WORK. DISCREPANCIES ARE TO BE DOCUMENTED
AND SUBMITTED TO THE OWNER'S REPRESENTATIVE AT THE
TIME OF DISCOVERY.
10. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH
APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING
WORK.
11 CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATIONS,
INCLUDING, BUT NOT LIMITED TO, UTILITIES, STORM
DRAINAGE, SIGNS, ETC. AS INDICATED ON DESIGN
DOCUMENTS.
12. IF EXISTING SITE FEATURES TO REMAIN ARE DAMAGED
DURING CONSTRUCTION BY CONTRACTOR, SITE FEATURES
SHALL BE REPAIRED IN-KIND, TYPICAL.
13. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE,
ALL CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY
SEWER PIPES, POWER POLES, AND GUY WIRES, WATER
METERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES,
UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN
AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE
NEEDED, TO ALLOW FOR NEW CONSTRUCTION AS SHOWN.
14. CONTRACTOR TO NOTIFY OWNERS REPRESENTATIVE IF
UNIDENTIFIED UTILITIES ARE ENCOUNTERED INCLUDING, BUT
NOT LIMITED TO, STORM SEWER, SANITARY SEWER,
TELECOMMUNICATIONS SERVICE, ELECTRICAL SERVICE, GAS
SERVICE, WATER SERVICE, IRRIGATION LINES. UTILITIES
LINES TO REMAIN UNDISTURBED UNTIL DIRECTED BY OWNERS
REPRESENTATIVE.
15. CONTRACTOR SHALL REQUEST UFPO PRIOR TO START OF
16. REFER TO PROJECT MANUAL FOR PHASING INFORMATION
FOR INSTALLATION OF PAVING, SIDEWALK, AND CURBING
N
CLL
CLL
DN
DN
DN
UP
UP
UP
UP
UP
UP
DN
UP
UP
UP
UP
UP
ELEV
MECH
EM100
ELEV
E100
GRADE
5
CLRM.
101
GRADE
5
CLRM.
103
GRADE
5
CLRM.
102
GRADE
5
CLRM.
104
CRAWL
S101B
STAIR
S101
BOY'S
T101B
GIRL'S
T101A
CORR.
C100
OFFICE
191
CRAWL
SPACE
199
PASSAGE
P190
EXERCISE
ROOM
198
OFFICE
197
OFFICE
196
STOR
196A
STOR
195
STAIRS
S102
PASSAGE
P191
WORK
RM.
108
GRADE
4
CLRM.
110
TOILET
105
GRADE
4
CLRM.
107
STAIR
S104
BOILER
ROOM
113
OFFICE
109A
BLDG
/
GROUNDS
109
-
113D
SECR.
111A
STORAGE
113C
STORAGE
-
MECH
111D
CLRM.
112
OFFICE
111B
COPY
111C
CIRC.
111
GRADE
4
CLRM.
114
LOUNGE
115
STAIR
S105
COMPUTER
117
GIRL'S
T102A
BOY'S
T102B
MUSIC
119
LIBRARY
116A
ELEM
LMC
116
OFFICE
118E
STAIR
S108
CLRM.
118B
STORAGE
118C
STORAGE
118D
STAIR
S107
CORR.
C102
CORR.
C103
LOUNGE
120
OT / PT
122
BAND
124
MUSIC
121
STORAGE
121S
STAIR
S109
CORR.
C104
CORR.
C105
VEST.
V106
STORAGE
-
STORAGE
126A
STORAGE
130B
VEST.
V130
DISHWASH
128A
VEST.
V126
STORAGE
126B
SERVING
128
KITCHEN
128B
COOLER
128C
WORK
ROOM
128C
TECHNOLOGY
CLASS
123
CAFETERIA
126
CORR.
C106
ALCOVE
130A
OFFICE
130C
WOMEN
T103A
MEN
T103B
LOCKERS
125
STORAGE
123A
FINISHING
123B
VEST.
V108
STORAGE
127
RECEIVING
129
STAIR
S110
JANITOR
131
STORAGE
130D
GIRL'S
LOCKER
132
BOY'S
LOCKER
134
CORR.
C107
CORR.
C108
UNEXCAVATED
-
STOR
194
TIMEOUT
190
STOR
192
OFFICE
193
MS LMC
118
STORAGE
113B
GYM
130
ELEV
LOBBY
EL100
CRAWL
S201A
STOR
109B
DATA
109
L L
M
N
L
L
P
P
P
P
P
M
E
Drawn by: Drawing No.:
Description:Rev. No.: Date:
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
First Floor Abatement Plan
TJT
AB200
N
Project No.:
Date:
Reconstruction to:
Petrova Avenue School
August 4, 2017
Saranac Lake, New York 12983
Saranac Lake Central School District
Key Plan
NTS
130293-15002
1
First Floor Abatement Plan
1/16"=1'-0"
1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT
WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.
2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION SECTION
02 82 00 - ASBESTOS ABATEMENT.
3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN
ACCORDANCE WITH THE DRAWINGS AND SECTION 02 82 00 PRIOR TO
ANY GENERAL DEMOLITION WORK THAT COULD DISTURB THOSE
MATERIALS.
4. DO NOT SCALE DRAWINGS.
5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL
VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE DESIRED
OR NECESSARY TO PERFORM THE WORK.
7. REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR
BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.
8. WHERE INTERIOR ABATEMENT OCCURS, ISOLATE THE WING OR MAJOR
SECTION OF THE BUILDING, FROM OCCUPIED PORTIONS OF THE
BUILDING WITH SEALED ISOLATION BARRIERS CONSTRUCTED OF
NON-COMBUSTIBLE MATERIALS. THE ISOLATED PORTION OF THE
BUILDING MUST CONTAIN EXITS THAT DO NOT PASS THROUGH THE
OCCUPIED PORTION OF THE BUILDING AND VENTILATION SYSTEMS
SHALL BE PHYSICALLY SEPARATED AND SEALED AT THE ISOLATION
BARRIER.
Asbestos Abatement General NotesLegend
REMOVE ACM FLOOR TILE AND MASTIC
REMOVE ASBESTOS CONTAINING PIPE/FITTING INSULATION
AMOUNT (L.F.)
REMOVE HARD/CONCEALED NON-ACM CEILING SYSTEM AND ANY
ASBESTOS PIPE/FITTING INSULATION THAT IS PRESUMED TO EXIST
ABOVE
REMOVE DOOR FRAME AND WOOD TRIM (INCLUDING JAMB, CHAIR
RAIL, BASE, HEADER, ETC) FROM WALL OPENING ABUTTING ACM
PLASTER AND ACM TRANSITE WALL PANELS. WOOD TRIM SHALL
BE REMOVED CAREFULLY SO AS TO PROTECT IT FOR
REINSTALLATION UPON COMPLETION OF NEW DOOR FRAME
INSTALLATION. UPON REMOVAL OF WOOD DOOR FRAME TRIM,
CLEAN THE TRIM OF ALL ACM PLASTER AND PROTECT FOR
REINSTALLATION. UPON COMPLETION OF DOOR FRAME AND TRIM
REMOVAL, REMOVE ANY LOOSE, DAMAGED, OR UNSOUND ACM
WALL PLASTER AT THE DOOR OPENING AND ENCAPSULATE THE
EDGE OF THE REMAINING WALL PLASTER WITH 2 LAYERS OF FULL
STRENGTH BRIDGING ENCAPSULANT. INSTALL SALVAGED WOOD
TRIM.
REMOVE TRANSITE WALL PANELS FROM STAGE APRON.
LOOSE FILL VERMICULITE INSULATION DEBRIS LOCATED ON TOP
OF CEILING TILE IN INDICATED AREA. REMOVE AND DISPOSE OF
CEILING TILES IN AFFECTED AREA AS ASBESTOS CONTAMINATED.
PROTECT, CLEAN AND SUPPORT IN PLACE ALL CEILING GRID,
SYSTEMS, AND ELECTRICAL DEVICES.
REMOVE ELECTRICAL DEVICE FROM ASBESTOS CONTAINING
CEILING OR WALL SURFACE AND/OR INSTALL NEW DEVICE AND
ASSOCIATED RACEWAY PROVIDED BY OTHER. COORDINATE
EXACT LOCATION OF NEW DEVICE INSTALLATION WITH OTHERS.
WHERE NEW DEVICE IS NOT INSTALLED UTILIZING THE SAME
PENETRATIONS THROUGH WALL PLASTER, INFILL AND
ENCAPSULATE EXISTING HOLES NO LONGER UTILIZED. ACM
SURFACE MAY INCLUDE ACM CEILING PLASTER, WALL PLASTER,
OR TRANSITE PANELING.
STRIP LEAD BASED PAINT FROM STAIR COMPONENTS. REFER TO
DEMO NOTE 9E ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
STRIP LEAD BASED PAINT FROM DOOR AND FRAME. REFER TO
DEMO NOTE 9G ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
REMOVE DOOR AND FRAME WITH LEAD CONTAINING PAINT.
REMOVE WALL WITH LEAD BASED PAINT IN ITS ENTIRETY.
REMOVAL SHALL INCLUDE DOOR /FRAME.
REMOVE PORTION OF WALL WITH LEAD BASED PAINT. REFER TO
A-SERIES DRAWINGS FOR EXTENT OF WALL REMOVAL.
REMOVE FLOOR TILE AND MASTIC PRESUMED OVER TOP OF LEAD
CONTAINING FLOOR PAINT. WHERE PRESENT, REMOVE LEAD
CONTAINING PAINT COMPLETE FROM FLOOR AND CONCRETE BASE
SUBSTRATE. UNLESS NOTED OTHERWISE, FLOOR TILE AND MASTIC
ARE NON-ACM.
A
(XX)
C
L
M
N
O1
P
O2
D
E
B
F
1. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THEIR OWN WORK
WHICH WILL DISTURB LEAD PAINTED OR CONTAINING MATERIALS.
2. LEAD BASED PAINT HAS BEEN IDENTIFIED ON:
a. METAL STAIR RAILINGS
b. METAL STAIR COMPONENTS
g. METAL DOOR TRIM/FRAME
h. METAL DOOR
i. METAL PIPE
j. METAL LOCKER
k. METAL CHALKBOARD
l. STRUCTURAL STEEL
m. CONCRETE BASEBOARD
n. CONCRETE WALL
o. WOOD CROWN MOLDING
p. WOOD HORIZONTAL TRIM/CHAIR RAIL
q. WOOD BEADBOARD
r. WOOD DOOR TRIM/JAMB
s. PLASTER WALL
t. CERAMIC WATER FOUNTAIN BACKSPLASH BORDER
u. CERAMIC WATER FOUNTAIN BACKSPLASH TILES
v. CERAMIC WALL TILE
w. VINYL FLOOR TILE
3. PERFORM ALL WORK THAT WILL DISTURB LBP IN ACCORDANCE
WITH SECTION 02 83 00 - LEAD-SAFE WORK PRACTICES.
4. WHERE STRIPPING OF LEAD-BASED PAINT IS INDICATED, REMOVE
THE LEAD-BASED PAINT FROM THE IDENTIFIED ITEM AND ADJACENT
SURFACES.
5. WHERE REMOVAL OF A COMPONENT IS INDICATED, REMOVE AND
DISPOSE OF THE ENTIRE COMPONENT AND REMOVE RESIDUAL
PAINT FROM ADJACENT SURFACES.
Lead Safe Work Practices
1. IN ALL AREAS WHERE LEAD BASED PAINT REMOVAL IS INDICATED AT
FLOORING, LEAD BASED PAINT IS PRESUMED TO EXIST BENEATH
NON-ACM FLOOR TILE AND MASTIC. LEAD BASED PAINT EXTENDS
VERTICALLY UP THE CONCRETE BASE.
2. CONTRACTOR SHALL REMOVE FLOOR TILE AND MASTIC TO ACCESS
LEAD PAINT BELOW.
3. CONTRACTOR SHALL REMOVE LEAD PAINT FROM FLOOR AND BASE
SUBSTRATE IN ITS ENTIRETY FROM THE INDICATED AREA.
4. WHERE MECHANICAL REMOVAL MEANS ARE UTILIZED, CONTRACTOR
IS RESPONSIBLE TO REPAIR DAMAGE TO CONCRETE SUBSTRATE
CAUSED BY REMOVAL AND PROVIDE A SMOOTH, LEVEL SURFACE
ACCEPTABLE TO RECIEVE NEW FLOORING MATERIALS.
5. WHERE CHEMICAL MASTIC REMOVERS AND/OR STRIPPING AGENTS
ARE USED, CONTRACTOR IS RESPONSIBLE TO NEUTRALIZE
CONCRETE SUBSTRATE UPON COMPLETION OF REMOVALS.
6. REMOVE ALL MATERIALS FROM THE SUBSTRATE.
Lead Floor Paint Removal Notes
DN
DN
DN
UP
UP
UP
UP
DN
DN
DN
DN
UP
UP
UP
UP
UP
UP
UP
UPUP
UP
UP
STAIR
S200
CORR.
C200
GRADE
1
CLRM.
201
GRADE
1
CLRM.
202
GRADE
1
CLRM.
203
GRADE
1
CLRM.
204
BOY'S
T201B
GIRL'S
T201A
PRE-FIRST
CLRM.
206
STAIR
S201
VEST
V201
CORR.
C201
AUDITORIUM
A200
CONTROL
A202
STAGE
A201
DRESS
A203
STAIR
S203
VEST
V202
STAIR
S202
STAFF
TOILET
205A
STAFF
LOUNGE
205
CORR.
C202
GRADE
2
CLRM.
208
GRADE
2
CLRM.
207
NURSE
210B
TOILET
210C
ELEM.
PRINCIPAL
210A
ELEM.
OFFICE
210
GRADE
2
CLRM.
211
VEST.
L202A
MAIN
LOBBY
L202
COPY
212A
GRADE
2
CLRM.
213
STORAGE
213A
STAIR
S205
GRADE
3
CLRM.
214
STAFF
TOILET
T214
GRADE
3
CLRM.
216
GRADE
3
CLRM.
217
VEST
V206
CORR.
C203
STUDY
/
READING
AREA
L200
MECH.
L200A
STAIR
S208
VEST
V207
STORAGE
L201
STAIR
S207
CONSULT.
TEACHER
CLRM.
220
GIRL'S
T202A
BOY'S
T202B
GRADE
3
CLRM.
219
GRADE
4
CLRM.
222
KG
CLRM.
224
KG
CLRM.
221
CORR.
C204
STAIR
S209
CORR.
C206
SCIENCE
223
SCIENCE
225
PREP
225A
SCIENCE
227
GIRLS
T203A
BOY'S
T203B
MECH.
M226
ELEC.
E226
RESOURCE
226
STAFF
RESOURCE
228
STAIR
S210
COMP.
SERVER
226A
ELEV
E200
ATTENDANCE
212
CLASSROOM
218
ELEV.
LOBBY
EL200
STAIR
S206
OPEN
BELOW
ROOF
BELOW
ROOF
BELOW
CORR.
C205
ROOF
BELOW
OPEN
BELOW
DATA
209
DENTAL
210E
SICK
ROOM
210D
C
L
L
N
L
O2
O1
N
N
N
L
L
L
P
M
P
P
P
P
M
B
(TYP)
N
F
(12)
D
Drawn by: Drawing No.:
Description:Rev. No.: Date:
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Second Floor Abatement Plan
TJT
AB201
N
Project No.:
Date:
Reconstruction to:
Petrova Avenue School
August 4, 2017
Saranac Lake, New York 12983
Saranac Lake Central School District
Key Plan
NTS
130293-15002
1
Second Floor Abatement Plan
1/16"=1'-0"
1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT
WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.
2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION SECTION
02 82 00 - ASBESTOS ABATEMENT.
3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN
ACCORDANCE WITH THE DRAWINGS AND SECTION 02 82 00 PRIOR TO
ANY GENERAL DEMOLITION WORK THAT COULD DISTURB THOSE
MATERIALS.
4. DO NOT SCALE DRAWINGS.
5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL
VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE DESIRED
OR NECESSARY TO PERFORM THE WORK.
7. REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR
BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.
8. WHERE INTERIOR ABATEMENT OCCURS, ISOLATE THE WING OR MAJOR
SECTION OF THE BUILDING, FROM OCCUPIED PORTIONS OF THE
BUILDING WITH SEALED ISOLATION BARRIERS CONSTRUCTED OF
NON-COMBUSTIBLE MATERIALS. THE ISOLATED PORTION OF THE
BUILDING MUST CONTAIN EXITS THAT DO NOT PASS THROUGH THE
OCCUPIED PORTION OF THE BUILDING AND VENTILATION SYSTEMS
SHALL BE PHYSICALLY SEPARATED AND SEALED AT THE ISOLATION
BARRIER.
Asbestos Abatement General NotesLegend
REMOVE ACM FLOOR TILE AND MASTIC
REMOVE ASBESTOS CONTAINING PIPE/FITTING INSULATION
AMOUNT (L.F.)
REMOVE HARD/CONCEALED NON-ACM CEILING SYSTEM AND ANY
ASBESTOS PIPE/FITTING INSULATION THAT IS PRESUMED TO EXIST
ABOVE
REMOVE DOOR FRAME AND WOOD TRIM (INCLUDING JAMB, CHAIR
RAIL, BASE, HEADER, ETC) FROM WALL OPENING ABUTTING ACM
PLASTER AND ACM TRANSITE WALL PANELS. WOOD TRIM SHALL
BE REMOVED CAREFULLY SO AS TO PROTECT IT FOR
REINSTALLATION UPON COMPLETION OF NEW DOOR FRAME
INSTALLATION. UPON REMOVAL OF WOOD DOOR FRAME TRIM,
CLEAN THE TRIM OF ALL ACM PLASTER AND PROTECT FOR
REINSTALLATION. UPON COMPLETION OF DOOR FRAME AND TRIM
REMOVAL, REMOVE ANY LOOSE, DAMAGED, OR UNSOUND ACM
WALL PLASTER AT THE DOOR OPENING AND ENCAPSULATE THE
EDGE OF THE REMAINING WALL PLASTER WITH 2 LAYERS OF FULL
STRENGTH BRIDGING ENCAPSULANT. INSTALL SALVAGED WOOD
TRIM.
REMOVE TRANSITE WALL PANELS FROM STAGE APRON.
LOOSE FILL VERMICULITE INSULATION DEBRIS LOCATED ON TOP
OF CEILING TILE IN INDICATED AREA. REMOVE AND DISPOSE OF
CEILING TILES IN AFFECTED AREA AS ASBESTOS CONTAMINATED.
PROTECT, CLEAN AND SUPPORT IN PLACE ALL CEILING GRID,
SYSTEMS, AND ELECTRICAL DEVICES.
REMOVE ELECTRICAL DEVICE FROM ASBESTOS CONTAINING
CEILING OR WALL SURFACE AND/OR INSTALL NEW DEVICE AND
ASSOCIATED RACEWAY PROVIDED BY OTHER. COORDINATE
EXACT LOCATION OF NEW DEVICE INSTALLATION WITH OTHERS.
WHERE NEW DEVICE IS NOT INSTALLED UTILIZING THE SAME
PENETRATIONS THROUGH WALL PLASTER, INFILL AND
ENCAPSULATE EXISTING HOLES NO LONGER UTILIZED. ACM
SURFACE MAY INCLUDE ACM CEILING PLASTER, WALL PLASTER,
OR TRANSITE PANELING.
STRIP LEAD BASED PAINT FROM STAIR COMPONENTS. REFER TO
DEMO NOTE 9E ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
STRIP LEAD BASED PAINT FROM DOOR AND FRAME. REFER TO
DEMO NOTE 9G ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
REMOVE DOOR AND FRAME WITH LEAD CONTAINING PAINT.
REMOVE WALL WITH LEAD BASED PAINT IN ITS ENTIRETY.
REMOVAL SHALL INCLUDE DOOR /FRAME.
REMOVE PORTION OF WALL WITH LEAD BASED PAINT. REFER TO
A-SERIES DRAWINGS FOR EXTENT OF WALL REMOVAL.
REMOVE FLOOR TILE AND MASTIC PRESUMED OVER TOP OF LEAD
CONTAINING FLOOR PAINT. WHERE PRESENT, REMOVE LEAD
CONTAINING PAINT COMPLETE FROM FLOOR AND CONCRETE BASE
SUBSTRATE. UNLESS NOTED OTHERWISE, FLOOR TILE AND MASTIC
ARE NON-ACM.
A
(XX)
C
L
M
N
O1
P
O2
D
E
B
F
1. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THEIR OWN WORK
WHICH WILL DISTURB LEAD PAINTED OR CONTAINING MATERIALS.
2. LEAD BASED PAINT HAS BEEN IDENTIFIED ON:
a. METAL STAIR RAILINGS
b. METAL STAIR COMPONENTS
g. METAL DOOR TRIM/FRAME
h. METAL DOOR
i. METAL PIPE
j. METAL LOCKER
k. METAL CHALKBOARD
l. STRUCTURAL STEEL
m. CONCRETE BASEBOARD
n. CONCRETE WALL
o. WOOD CROWN MOLDING
p. WOOD HORIZONTAL TRIM/CHAIR RAIL
q. WOOD BEADBOARD
r. WOOD DOOR TRIM/JAMB
s. PLASTER WALL
t. CERAMIC WATER FOUNTAIN BACKSPLASH BORDER
u. CERAMIC WATER FOUNTAIN BACKSPLASH TILES
v. CERAMIC WALL TILE
w. VINYL FLOOR TILE
3. PERFORM ALL WORK THAT WILL DISTURB LBP IN ACCORDANCE
WITH SECTION 02 83 00 - LEAD-SAFE WORK PRACTICES.
4. WHERE STRIPPING OF LEAD-BASED PAINT IS INDICATED, REMOVE
THE LEAD-BASED PAINT FROM THE IDENTIFIED ITEM AND ADJACENT
SURFACES.
5. WHERE REMOVAL OF A COMPONENT IS INDICATED, REMOVE AND
DISPOSE OF THE ENTIRE COMPONENT AND REMOVE RESIDUAL
PAINT FROM ADJACENT SURFACES.
Lead Safe Work Practices
Pipe/Fitting Insulation Removal1. IN INDICATED AREAS REMOVE AND DISPOSE OF IDENTIFIED
ASBESTOS CONTAINING PIPE / FITTING INSULATION.
2. WHERE THE AMOUNT OF PIPE INSULATION IS NOT INDICATED,
QUANTITY IS UNKNOWN. REMOVE ALL PIPE / FITTING INSULATION
IN THE INDICATED AREA AND WITHIN ADJACENT WALLS, CHASES
AND CEILING SPACES.
3. OPEN ALL WALLS, CEILINGS AND CHASES SCHEDULED TO BE
DISTURBED IN THE RENOVATION AND REMOVE ALL PIPE / FITTING
INSULATION WITHIN. OPENING OF WALLS, CEILINGS, AND CHASES
SHALL BE TO THE EXTENT NECESSARY TO ACCESS AND REMOVE
ALL PIPE / FITTING INSULATION WITHIN. COORDINATE WITH
OTHERS TO DETERMINE THE EXTENT OF ACCESS / REMOVALS
NECESSARY. CONTRACTOR SHALL PROVIDE ADDITIONAL
OPENINGS AS NECESSARY SHOULD THE INITIAL OPENINGS NOT
ADEQUATELY ACCESS ALL MATERIAL. IF ENTIRE SUBSTRATE IS
SCHEDULED TO BE REMOVED, CONTRACTOR MAY ELECT TO
REMOVE ENTIRE SURFACE IN LIEU OF CREATING MULTIPLE
OPENINGS. COORDINATE EXTENTS, LOCATIONS, AND INTENT TO
REMOVE ENTIRE SUBSTRATE WITH DRAWINGS AND OTHER
CONTRACTORS.
4. REMOVE FIBERGLASS PIPE INSULATION WHICH ABUTS THE ACM
MUDDED FITTING INSULATION A MINIMUM OF 6" FROM ANY VISIBLE
MUDDED FITTING INSULATION. LEAVE AN EVEN EDGE WHICH IS
PERPENDICULAR TO THE PIPE RUN.
5. IN ADDITION TO THE NUMBER OF FITTINGS IDENTIFIED TO BE
REMOVED, INCLUDE 10 TENTS AND 20 GLOVEBAGS. SPECIFIC
LOCATIONS AND AMOUNTS OF ADDITIONAL REMOVAL SHALL BE
FIELD DIRECTED AS REQUIRED. ASSUME TENT SIZE TO BE
APPROXIMATELY 10'X10'X10.
6. ALL PIPE AND FITTING INSULATION REMOVAL SHALL BE
PERFORMED:
a) WITHIN A FULL CONTAINMENT WORK AREA;
b) IN ACCORDANCE WITH ICR 56-7.11 (f) (1) "NEGATIVE PRESSURE
TENT REGULATED ABATEMENT WORK AREA ENCLOSURE" OR;
c) IN ACCORDANCE WITH A SPECIFIC VARIANCE WHICH IS
GRANTED BY THE NYSDOL AND APPROVED BY THE OWNER
AND ARCHITECT.
7. LIMITED AREAS OF DAMAGED INSULATION AND ASSOCIATED
DEBRIS ARE ANTICIPATED. PERFORM PREPARATION WORK TO
AVOID DISTURBANCE OF ANY DEBRIS UNTIL THE WORK AREA IS
ESTABLISHED. REMOVE AND DISPOSE OF ALL INSULATION DEBRIS
WITHIN THE GENERAL VICINITY OF SCHEDULED PIPE INSULATION
REMOVAL.
8. IN AREAS WHERE DEBRIS IS IDENTIFIED, ACM PIPE INSULATION
HAS BEEN DISTURBED AND IS LAYING ON SURFACES BELOW,
CLEAN THE LOCALIZED AREA(S) OF DEBRIS IN THEIR ENTIRETYAND
AN ADDITIONAL 3' FROM THE EXTENTS OF DEBRIS. CLEANABLE
SURFACES MAY BE DECONTAMINATED AND MAY REMAIN IN PLACE
OR MAY BE DISPOSED OF AS NON-ACM; NON-CLEANABLE
SURFACES IN THIS AREA SCHEDULED FOR REMOVAL SHALL BE
DISPOSED OF ACM.
1. IN ALL AREAS WHERE FLOOR TILE AND MASTIC REMOVAL ARE
INDICATED, REMOVE AND DISPOSE OF ANY AND ALL (INCLUDING
MULTIPLE LAYERS) OF THE FOLLOWING:
a. FLOOR TILE e. COVE BASE MASTIC
b. FLOOR TILE MASTIC f. CARPET
c. WOOD UNDERLAYMENT g. CARPET MASTIC
d. COVE BASE
2. PERFORM THE MASTIC REMOVAL USING MECHANICAL / MANUAL
METHODS ONLY. NO CHEMICAL MASTIC REMOVAL PRODUCTS ARE
ALLOWED.
3. ALL WORK, REMOVALS, SUBSTRATE REPAIR, ETC. SHALL BE IN
ACCORDANCE WITH SPECIFICATION SECTION 02 82 00 - ASBESTOS
ABATEMENT.
4. REMOVE ALL MATERIALS FROM THE SUBSTRATE.
Floor Tile Abatement Notes
1. IN ALL AREAS WHERE LEAD BASED PAINT REMOVAL IS INDICATED AT
FLOORING, LEAD BASED PAINT IS PRESUMED TO EXIST BENEATH
NON-ACM FLOOR TILE AND MASTIC. LEAD BASED PAINT EXTENDS
VERTICALLY UP THE CONCRETE BASE.
2. CONTRACTOR SHALL REMOVE FLOOR TILE AND MASTIC TO ACCESS
LEAD PAINT BELOW.
3. CONTRACTOR SHALL REMOVE LEAD PAINT FROM FLOOR AND BASE
SUBSTRATE IN ITS ENTIRETY FROM THE INDICATED AREA.
4. WHERE MECHANICAL REMOVAL MEANS ARE UTILIZED, CONTRACTOR
IS RESPONSIBLE TO REPAIR DAMAGE TO CONCRETE SUBSTRATE
CAUSED BY REMOVAL AND PROVIDE A SMOOTH, LEVEL SURFACE
ACCEPTABLE TO RECIEVE NEW FLOORING MATERIALS.
5. WHERE CHEMICAL MASTIC REMOVERS AND/OR STRIPPING AGENTS
ARE USED, CONTRACTOR IS RESPONSIBLE TO NEUTRALIZE
CONCRETE SUBSTRATE UPON COMPLETION OF REMOVALS.
6. REMOVE ALL MATERIALS FROM THE SUBSTRATE.
Lead Floor Paint Removal Notes
DN
UP
UP
UP
DN
UP
UP
UP
UP
ELEV.
E300
STAIR
S300
CORR.
C300
ENGLISH
CLRM.
301
MATH
CLRM.
302
SOC.
STUD.
CLRM
303
SOC.
STUD.
CLRM
304
ELA
306
BOY'S
T301B
GIRL'S
T301A
CORR.
C301
STAIR
S101
AUDITORIUM
BALCONY
A300
FAC.
LOUNGE
308A
CONFERENCE
305
CORR.
C302
LANGUAGE
CLRM.
308
MATH
CLRM.
307
LANGUAGE
CLRM.
310
R.R.
311
ELA
/
SS
314
OFFICE
313
STAIR
S305
ELA
317
ISS
316
GIRL'S
T302A
HEALTH
SUITE
326
CORR.
C303
CORR
C330
REMEDIAL
CLRM.
328
OFFICE
330
COUNSELOR
334C
DEAN
334B
MAIN
OFFICE
334
PRINCIPAL'S
OFFICE
334A
CORR.
C331
STAIR
S308
REMEDIAL
CLRM.
327
RESOURCE
ROOM
325
HEARING
IMPAIRED
323
STAIR
S307
BOY'S
T302B
CORR.
C304
ART
CLRM.
320
READING
319
MATH
/
SCI.
CLRM.
324
MATH
/
SCI.
CLRM.
321
STAIR
S309
JAN.
S101A
TOILET
305A
NURSE
326A
TOILET
326B
STOR
326C
OFFICE
330A
OPEN BELOW
COMP.
CLRM.
312
MATH
CLRM.
309
DATA
315
L
L
M
N
P
P
L
L
P
P
P
P
M
C
Drawn by: Drawing No.:
Description:Rev. No.: Date:
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Third Floor Abatement Plan
TJT
AB202
N
Project No.:
Date:
Reconstruction to:
Petrova Avenue School
August 4, 2017
Saranac Lake, New York 12983
Saranac Lake Central School District
Key Plan
NTS
130293-15002
1
Third Floor Abatement Plan
1/16"=1'-0"
1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT
WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.
2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION SECTION
02 82 00 - ASBESTOS ABATEMENT.
3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN
ACCORDANCE WITH THE DRAWINGS AND SECTION 02 82 00 PRIOR TO
ANY GENERAL DEMOLITION WORK THAT COULD DISTURB THOSE
MATERIALS.
4. DO NOT SCALE DRAWINGS.
5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL
VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE DESIRED
OR NECESSARY TO PERFORM THE WORK.
7. REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR
BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.
8. WHERE INTERIOR ABATEMENT OCCURS, ISOLATE THE WING OR MAJOR
SECTION OF THE BUILDING, FROM OCCUPIED PORTIONS OF THE
BUILDING WITH SEALED ISOLATION BARRIERS CONSTRUCTED OF
NON-COMBUSTIBLE MATERIALS. THE ISOLATED PORTION OF THE
BUILDING MUST CONTAIN EXITS THAT DO NOT PASS THROUGH THE
OCCUPIED PORTION OF THE BUILDING AND VENTILATION SYSTEMS
SHALL BE PHYSICALLY SEPARATED AND SEALED AT THE ISOLATION
BARRIER.
Asbestos Abatement General NotesLegend
REMOVE ACM FLOOR TILE AND MASTIC
REMOVE ASBESTOS CONTAINING PIPE/FITTING INSULATION
AMOUNT (L.F.)
REMOVE HARD/CONCEALED NON-ACM CEILING SYSTEM AND ANY
ASBESTOS PIPE/FITTING INSULATION THAT IS PRESUMED TO EXIST
ABOVE
REMOVE DOOR FRAME AND WOOD TRIM (INCLUDING JAMB, CHAIR
RAIL, BASE, HEADER, ETC) FROM WALL OPENING ABUTTING ACM
PLASTER AND ACM TRANSITE WALL PANELS. WOOD TRIM SHALL
BE REMOVED CAREFULLY SO AS TO PROTECT IT FOR
REINSTALLATION UPON COMPLETION OF NEW DOOR FRAME
INSTALLATION. UPON REMOVAL OF WOOD DOOR FRAME TRIM,
CLEAN THE TRIM OF ALL ACM PLASTER AND PROTECT FOR
REINSTALLATION. UPON COMPLETION OF DOOR FRAME AND TRIM
REMOVAL, REMOVE ANY LOOSE, DAMAGED, OR UNSOUND ACM
WALL PLASTER AT THE DOOR OPENING AND ENCAPSULATE THE
EDGE OF THE REMAINING WALL PLASTER WITH 2 LAYERS OF FULL
STRENGTH BRIDGING ENCAPSULANT. INSTALL SALVAGED WOOD
TRIM.
REMOVE TRANSITE WALL PANELS FROM STAGE APRON.
LOOSE FILL VERMICULITE INSULATION DEBRIS LOCATED ON TOP
OF CEILING TILE IN INDICATED AREA. REMOVE AND DISPOSE OF
CEILING TILES IN AFFECTED AREA AS ASBESTOS CONTAMINATED.
PROTECT, CLEAN AND SUPPORT IN PLACE ALL CEILING GRID,
SYSTEMS, AND ELECTRICAL DEVICES.
REMOVE ELECTRICAL DEVICE FROM ASBESTOS CONTAINING
CEILING OR WALL SURFACE AND/OR INSTALL NEW DEVICE AND
ASSOCIATED RACEWAY PROVIDED BY OTHER. COORDINATE
EXACT LOCATION OF NEW DEVICE INSTALLATION WITH OTHERS.
WHERE NEW DEVICE IS NOT INSTALLED UTILIZING THE SAME
PENETRATIONS THROUGH WALL PLASTER, INFILL AND
ENCAPSULATE EXISTING HOLES NO LONGER UTILIZED. ACM
SURFACE MAY INCLUDE ACM CEILING PLASTER, WALL PLASTER,
OR TRANSITE PANELING.
STRIP LEAD BASED PAINT FROM STAIR COMPONENTS. REFER TO
DEMO NOTE 9E ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
STRIP LEAD BASED PAINT FROM DOOR AND FRAME. REFER TO
DEMO NOTE 9G ON A-SERIES DRAWINGS FOR EXTENT OF ITEMS TO
BE STRIPPED.
REMOVE DOOR AND FRAME WITH LEAD CONTAINING PAINT.
REMOVE WALL WITH LEAD BASED PAINT IN ITS ENTIRETY.
REMOVAL SHALL INCLUDE DOOR /FRAME.
REMOVE PORTION OF WALL WITH LEAD BASED PAINT. REFER TO
A-SERIES DRAWINGS FOR EXTENT OF WALL REMOVAL.
REMOVE FLOOR TILE AND MASTIC PRESUMED OVER TOP OF LEAD
CONTAINING FLOOR PAINT. WHERE PRESENT, REMOVE LEAD
CONTAINING PAINT COMPLETE FROM FLOOR AND CONCRETE BASE
SUBSTRATE. UNLESS NOTED OTHERWISE, FLOOR TILE AND MASTIC
ARE NON-ACM.
A
(XX)
C
L
M
N
O1
P
O2
D
E
B
F
1. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THEIR OWN WORK
WHICH WILL DISTURB LEAD PAINTED OR CONTAINING MATERIALS.
2. LEAD BASED PAINT HAS BEEN IDENTIFIED ON:
a. METAL STAIR RAILINGS
b. METAL STAIR COMPONENTS
g. METAL DOOR TRIM/FRAME
h. METAL DOOR
i. METAL PIPE
j. METAL LOCKER
k. METAL CHALKBOARD
l. STRUCTURAL STEEL
m. CONCRETE BASEBOARD
n. CONCRETE WALL
o. WOOD CROWN MOLDING
p. WOOD HORIZONTAL TRIM/CHAIR RAIL
q. WOOD BEADBOARD
r. WOOD DOOR TRIM/JAMB
s. PLASTER WALL
t. CERAMIC WATER FOUNTAIN BACKSPLASH BORDER
u. CERAMIC WATER FOUNTAIN BACKSPLASH TILES
v. CERAMIC WALL TILE
w. VINYL FLOOR TILE
3. PERFORM ALL WORK THAT WILL DISTURB LBP IN ACCORDANCE
WITH SECTION 02 83 00 - LEAD-SAFE WORK PRACTICES.
4. WHERE STRIPPING OF LEAD-BASED PAINT IS INDICATED, REMOVE
THE LEAD-BASED PAINT FROM THE IDENTIFIED ITEM AND ADJACENT
SURFACES.
5. WHERE REMOVAL OF A COMPONENT IS INDICATED, REMOVE AND
DISPOSE OF THE ENTIRE COMPONENT AND REMOVE RESIDUAL
PAINT FROM ADJACENT SURFACES.
Lead Safe Work Practices
1. IN ALL AREAS WHERE LEAD BASED PAINT REMOVAL IS INDICATED AT
FLOORING, LEAD BASED PAINT IS PRESUMED TO EXIST BENEATH
NON-ACM FLOOR TILE AND MASTIC. LEAD BASED PAINT EXTENDS
VERTICALLY UP THE CONCRETE BASE.
2. CONTRACTOR SHALL REMOVE FLOOR TILE AND MASTIC TO ACCESS
LEAD PAINT BELOW.
3. CONTRACTOR SHALL REMOVE LEAD PAINT FROM FLOOR AND BASE
SUBSTRATE IN ITS ENTIRETY FROM THE INDICATED AREA.
4. WHERE MECHANICAL REMOVAL MEANS ARE UTILIZED, CONTRACTOR
IS RESPONSIBLE TO REPAIR DAMAGE TO CONCRETE SUBSTRATE
CAUSED BY REMOVAL AND PROVIDE A SMOOTH, LEVEL SURFACE
ACCEPTABLE TO RECIEVE NEW FLOORING MATERIALS.
5. WHERE CHEMICAL MASTIC REMOVERS AND/OR STRIPPING AGENTS
ARE USED, CONTRACTOR IS RESPONSIBLE TO NEUTRALIZE
CONCRETE SUBSTRATE UPON COMPLETION OF REMOVALS.
6. REMOVE ALL MATERIALS FROM THE SUBSTRATE.
Lead Floor Paint Removal Notes
Description:Rev. No.: Date:
Drawing No.:Drawn by:
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
Soil Erosion and Sediment
Control Plan
SDF
C201
Project No.:
Date:
Reconstruction to:
Petrova Avenue School
August 4, 2017
Saranac Lake, New York 12983
Saranac Lake Central School District
130293-15002
General Site Notes
2 Site Soil Erosion and Sediment Control Plan - Area "A"
1 PROVIDE VEGETATION PROTECTION, TYPICAL. SEE DETAIL 2 /
C208.
2 PROVIDE STABILIZED CONSTRUCTION ENTRANCE. SEE
DETAIL 6 / C208.