STORM LAKE HS GYMNASIUM
IMPROVEMENTS
COMBINED CONTRACT
DECEMBER 8, 2016
621 TORNADO DRIVE
STORM LAKE, IOWA 50588
STORM LAKE COMMUNITY SCHOOL DISTRICT
INDEX OF DRAWINGS
PROJECT CONTACTS
OWNER
ARCHITECT
STRUCTURAL
MECHANICAL
ELECTRICAL
DR. CARL TURNER, SUPERINTENDENT419 LAKE AVENUESTORM LAKE, IA 50588(712) 732-8060
STORM LAKE COMMUNITY SCHOOL DISTRICT
DLR GROUP6457 FRANCES STREETOMAHA, NE 68106(402) 650-9774
ANDY WEST
JAKE MCCONNELL, PE
CORY HACKETT
DLR GROUP6457 FRANCES STREETOMAHA, NE 68106(402) 393-4100
DLR GROUP1430 LOCUST STREET, SUITE 200DES MOINES, IA 50309(515) 276-8097
DAVID WEIMER, PE
DLR GROUP1430 LOCUST STREET, SUITE 200DES MOINES, IA 50309(515) 276-8097
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GENERAL.
0.0 INDEX OF DRAWINGS
0.1 SYMBOLS AND ABBREVIATIONS
ARCHITECTURAL
AD1.1 DEMOLITION PLAN, FIRST LEVEL - AREA F
A1.1 FLOOR PLAN, FIRST LEVEL - AREA F
A1.2 FLOOR PLAN, CLERESTORY LEVEL - AREA F
A2.1 LARGE SCALE PLAN - GAME LINES
A3.1 REFLECTED CEILING PLAN, FIRST LEVEL - AREA F
A5.1 ELEVATIONS
A9.1 DOOR AND FRAME SCHEDULE, ELEVATIONS, AND DETAILS
MECHANICAL
M1.6 HVAC PLAN, FIRST/ROOF LEVEL - AREA F
M6.1 MECHANICAL DETAILS & SCHEDULES
ELECTRICAL/SPECIAL SYSTEMS
E1.1 ELECTRICAL PLAN, FIRST LEVEL - PARTIAL AREAS A AND F
E2.1 ELECTRICAL SCHEDULE AND DETAILS
B to B BACK TO BACKBBO BOILER BLOW OFFBC BALANCING COCKBCMU BURNISHED CONCRETE MASONRY UNITBD BOARDBD BACK DRAFT DAMPERBET BETWEENBFP BACKFLOW PREVENTORBFR BELOW FLOORBF BOILER FEEDBFV BUTTERFLY VALVEBHP BREAK HORSE POWERBKR BREAKERBL BUILDING LINEBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLKHD BULKHEADBM BEAMBM BENCH MARKBOD BOTTOM OF DUCTBOF BOTTOM OF FOOTINGBOTT BOTTOMBRDG BRIDGINGBRG BEARINGBRKT BRACKETBSMT BASEMENTBT BATH TUBBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURBUR BUILT UP ROOFINGBV BALL VALVE
C CONDENSER WATERC CONDUITCA COMBUSTION AIRCAB CABINETCANT CANTILEVERCAP CAPACITYCAS CASINGCBD CHALKBOARDCD CONDENSATE DRAINCCTV CLOSED CIRCUIT TELEVISIONCE COVER ELEVATIONCEM CEMENTCENT CENTRIFUGALCER CERAMICCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECG CORNER GUARDCH CHANNELCI CAST IRONCI CURB INLETCIP CAST IN PLACECIP CAST IRON PIPECIRC CIRCULATINGCJ CONTROL JOINTCJA CONTROL JOINT ABOVECKT CIRCUITCKT BK CIRCUIT BREAKERCL CENTERLINECL CIRCUIT LINECLG CEILINGCLOS CLOSETCLR CLEARCM CEILING MOUNTEDCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAN OUTCO CONDUIT ONLYCO2 CARBON DIOXIDECOL COLUMNCOM COMMONCOMB COMBINATIONCOMM COMMUNICATIONSCOMP COMPOSITECOMP COMPRESSOR UNITCOMPR COMPRESSIBLECONC CONCRETECONF CONFERENCECONFIG CONFIGURATIONCONN CONNECTCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTOR OR CONTRACTCONV CONVECTORCORR CORRIDORCP CONDENSER PUMPCP COVER PLATECPS CYCLES PER SECONDCPT CARPETCR CONDENSER WATER RETURN
CR CORROSION RESISTANTCS COUNTERSINKCS COMBINATION SEWERCS CONDENSER WATER SUPPLYCSK COUNTERSUNKCSMU CALCIUM SILICATE MASONRY UNITCSP COMBINATION STANDPIPECSTJ CONSTRUCTION JOINTCSWK CASEWORKCT COOLING TOWERCT CERAMIC TILECT CURRENT TRANSFORMERCTR CENTERCU COPPERCU CONDENSING UNITCU CUBICCU COMBINATION UNITCUH CABINET UNIT HEATERCW COLD WATERCV CONDOM VENDORCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYCY CUBIC YARDCYL CYLINDER
D DRAIND DEPTHD DATADB DRY BULBDB DECIBELDBA DEFORMED BAR ANCHORDBL DOUBLEDC DIRECT CURRENTDC DUST COLLECTORDCJ DUMMY CONTROL JOINTd PENNY (AS NAIL 10D)DDC DIRECT DIGITAL CONTROLDE DEIONIZED WATERDEG DEGREEDEPR DEPRESS(ION)(ED)DEPT DEPARTMENTDET DETENTIONDF DRINKING FOUNTAINDFR DIESEL FUEL RETURNDFS DIESEL FUEL SUPPLYDFV DIESEL FUEL VENTDG DOOR GRILLEDH DUCT HEATERDI DISTILLED WATERDI DUCTILE IRONDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISC SW DISCONNECT SWITCHDISC DISCONNECTDISCH DISCHARGEDISTR DISTRIBUTIONDL DEAD LOADDM DAMPER MOTORDMPR DAMPERDN DOWNDN DOWNSPOUT NOZZLEDO OR " DITTODPFG DAMPROOFINGDPS DIFFERENTIAL PRESSURE SWITCHDR DOORDR DRAINDS DOWNSPOUTDS DISTILLED WATERDSP DRY STANDPIPEDTL DETAILDTR DUCT THRU ROOFDW DISHWASHERDWG DRAWINGDWL DOWELDWR DRAWERDXS DOUBLE EXTRA STRONG
E EASTEA EACHEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEB EXPANSION BOLTEC ELECTRICAL CONTRACTOREDH ELECTRIC DUCT HEATEREE EACH ENDEER ENERGY EFFICIENCY RATIOEEW EMERGENCY EYEWASHEEWS EMERGENCY EYEWASH/SHOWEREF EACH FACEEF EXHAUST FANEFF EFFICIENCYEH ELECTRICAL HEATEREIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELAS ELASTOMERICELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYEMD ESTIMATED MAXIMUM DEMANDEMT ELECTRICAL METALLIC TUBINGEMV EMERGENCY MIXING VALVEENCL ENCLOSUREENTR ENTRANCEEOMD END OF MAIN DRIPEP ELECTRO-PNEUMATICEP EXPLOSION PROOFEPO EMERGENCY POWER OFFERF EPOXY RESIN FLOORINGEQ EQUALEQUIP EQUIPMENTER EXHAUST REGISTERES EMERGENCY SHOWERES EXTRA STRONGESP EXTERNAL STATIC PRESSUREEST ESTIMATEET EXPANSION TANKEW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEXC EXCAVATEEXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXP EXPOSEDEXPL EXPLOSIONEXT EXTERIOR
F FAHRENHEITF FIRELINEF FURNACEFA FIRE ALARMFA FRESH AIRFAB FABRICATED
FB FACE BRICKFC FOOT CANDLEFCMU FLUTED CONCRETE MASONRY UNITFCO FLOOR CLEAN OUTFCU FAN COIL UNITFD FIRE DAMPERFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFDR FEEDERFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFH FIRE HYDRANTFHC FIRE HOSE CABINETFIG FIGUREFIN FINISHFIX FIXTUREFL FLOORFLASH FLASHINGFLEX FLEXIBLEFLUOR FLUORESCENTFLG FLOORINGFLM FULL LENGTH MIRRORFM FACTORY MUTUALFM FIRE MAINFME FLOW MEASURING EQUIPMENTFO FACE OFFO FINISH OPENINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOF FUEL OIL FILLFOM FACE OF MASONRYFOR FUEL OIL RETURNFOS FACE OF STUDFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFOW FACE OF WALLFP FIREPROOFINGFPD FIRE PUMP DISCHARGEFPM FEET PER MINUTEFR FIRE RESISTIVEFR FRAMEFRP FIBERGLASS REINFORCED PANELFS FLOOR SINKFS FLOW SWITCHFSD FIRE/SMOKE DAMPERFSS FOLDING SHOWER SEATFT FEET (FOOT)FT FIN TUBEFT FLOW TRANSMITTERFTG FOOTINGFUT FUTUREFVC FIRE VALVE CABINETFWC FABRIC WALL COVERING
G GRILLEG NATURAL GASGA GAUGEGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGCO GRADE CLEAN OUTGCMU GLAZED CONCRETE MASONRY UNITGD GARBAGE DISPOSALGEN GENERALGEN GENERATORGFA GROSS FLOOR AREAGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGHR GLYCOL-WATER HEATING RETURNGHS GLYCOL-WATER HEATING SUPPLYGI GALVANIZED IRONGL GLUE LAMINATEDGL GLASSGMU GLASS MASONRY UNITGND GROUNDGOVT GOVERNMENTGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GUARD RAILGR GRADEGR GRILLEGRC GLAVANIZED RIGID CONDUITGRC GLASS REINFORCED CONCRETEGRGP GLASS REINFORCED GYPSUM PLASTERGRS GALVANIZED RIGID STEELGS GASOLINEGV GATE VALVEGW GREASE WASTEGWB GYPSUM WALL BOARDGYP GYPSUM
H HEIGHTH 1E HOOK ONE ENDHB HOSE BIBHC HANDICAPHC HOLLOW COREHCB HANDICAP BENCHHCR HOT / CHILLED WATER RETURNHCS HOT / CHILLED WATER SUPPLYHD HAND DRYER OR HAIR DRYERHDBD HARDBOARDHDR HEADERHDWD HARDWOODHDWR HARDWAREHEV HOSE END VALVEHID HIGH INTENSITY DISCHARGEHM HOLLOW METALHOA HAND OFF AUTOMATICHORIZ HORIZONTALHP HEAT PUMPHP HIGH PRESSUREHP HORSEPOWERHPR HIGH PRESSURE STEAM RETURNHPS HIGH PRESSURE SODIUMHPS HIGH PRESSURE STEAM SUPPLYHR HANDRAILHR HOURHS HEADSTUDHSS HOLLOW STRUCTURAL SECTIONHSTR HIGH STRENGTHHT HEIGHTHTG HEATINGHTR HEATERHTWR HIGH TEMP HOT WATER RETURNHTWS HIGH TEMP HOT WATER SUPPLYHUM HUMIDIFIERHV HEATING VENTILATING UNITHVAC HEATING VENTILATING AND AIR CONDITIONINGHW DOMESTIC HOT WATERHWC DOMESTIC HOT WATER RECIRCULATINGHWR LOW TEMP HOT WATER RETURNHWS LOW TEMP HOT WATER SUPPLYHX HEAT EXCHANGERHZ HERTZ
JAN JANITORJB JUNCTION BOXJCT JUNCTIONJST JOISTJFB JOINT FILLER BOARDJT JOINT
KCJ KEYED CONSTRUCTION JOINTKCP KEENE'S CEMENT PLASTERKD KNOCKDOWNKH KITCHEN HOODKHE KITCHEN HOOD EXHAUST FANKHS KITCHEN HOOD SUPPLY FANKIT KITCHENKO KNOCKOUTKS KITCHEN SINKKV KILOVOLTKVA KILOVOLT AMPERESKVAR KILOVOLT AMPERES REACTIVEKW KILOWATTKWH KILOWATT HOUR
L ANGLEL LAVATORYLA LABORATORY COMPRESSED AIRLAB LABORATORYLAM LAMINATE(D)LAT LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLBR LUMBERLBS POUNDSLDG LOADINGLF LINEAR FOOT (FEET)LG LENGTH (LONG)LIN LINEARLINO LINOLEUMLKR LOCKERLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLONG LONGITUDINALLOX LIQUID OXYGENLPG LIQUEFIED PETROLEUM GASLPR LOW PRESSURE STEAM RETURNLPS LOW PRESSURE STEAM SUPPLYLR LIVING ROOMLS LAWN SPRINKLERLSC LIFE SAFETY CODELT LIGHTLTD LINED TRANSFER DUCTLTG LIGHTINGLV LOUVERLV LABORATORY VACUUMLW LONG WAYLWT LEAVING WATER TEMPERATURE
M THOUSANDMA MIXED AIRMA MEDICAL COMPRESSED AIRMAC MACHINEMAG MAGNETICMAINT MAINTENANCEMAN MANUALMAS MASONRYMATL MATERIALMAU MAKEUP AIR UNITMAV MANUAL AIR VENTMAX MAXIMUMMB MACHINE BOLTMB MOP BASINMBD MARKER BOARDMBH THOUSAND BTU PER HOURMBTUH THOUSAND BTU PER HOURMC MECHANICAL CONTRACTORMC MEDICINE CABINETMCA MINIMUM CIRCUIT AMPSMCB MAIN CIRCUIT BREAKERJMCM THOUSAND CIRCULAR MILLSMD MANUAL VOLUME DAMPERMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMEMB MEMBRANEMET METALMEZZ MEZZANINEMFR MANUFACTURERMFRG MANUFACTURINGMG MOTOR GENERATORMH MANHOLEMH METAL HALIDEMH MOP HOLDERMIN MINIMUMMISC MISCELLANEOUSML MOTORIZED LOUVERMLDG MOLDINGMLO MAIN LUGS ONLYMLWK MILLWORKMO MASONRY OPENINGMPG MEDIUM PRESSURE GASMPR MEDIUM PRESSURE STEAM RETURNMPS MEDIUM PRESSURE STEAM SUPPLYMR MIRRORMR/S MIRROR WITH SHELFMS MAGNETIC STARTERMTD MOUNTEDMTG MOUNTINGMTL METALMTWR MEDIUM TEMP HOT WATER RETURNMTWS MEDIUM TEMP HOT WATER SUPPLYMUL MULLIONMV MERCURY VAPORMV MEDICAL VACUUMMW MARKER WALL
N NITROGENN NORTHN2O NITROUS OXIDEN/A NOT APPLICABLE
P PAINTP POLEP/T PRESSURE/TEMPERATURE TEST PORTP PUMPPA PUBLIC ADDRESSPAN B PANIC BOLTPAR PARALLELPB PARTICLE BOARDPB PULL BOXPB PUSH BUTTONPBS PUSH BUTTON STATIONPC PRECASTPC PUMPED CONDENSATEPCD PAPER CUP DISPENSERPCF POUNDS PER CUBIC FOOTPCT PORCELAIN CERAMIC TILEPD PRESSURE DROPPD PUMP DISCHARGEPDI PLUMBING & DRAINAGE INSTITUTEPENT PENTHOUSEPERF PERFORATEDPERP PERPENDICULARPF POWER FACTORPG PRESSURE GAGEPH PHASEPI POINT OF INTERSECTIONPI PRESSURE INDICATORPIC PORTABLE INSTRUMENT CONNECTIONPIV POST INDICATOR VALVEPL PLACE(S)PL PLATEPLAM;PL PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPNL PANELPOC POINT OF CONNECTIONPORC PORCELAINPPM PARTS PER MILLIONPR PAIRPREFAB PREFABRICATEDPROJ PROJECTIONPRV PRESSURE REDUCING VALVEPS PIPE SUPPORTPS PROJECTION SCREENPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSV PRESSURE SAFETY VALVEPT PLASTER TRAPPT POINTPT POTENTIAL TRANSFORMERPTD PAPER TOWEL DISPENSERPTD/R COMBINATION TOWEL DISPENSER/RECEPTACLEPTN PARTITIONPVC POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYPWL SOUND POWER LEVELPWR POWER
QT QUARRY TILEQTR RND QUARTER ROUND
R RISERRA RETURN AIRRAD RADIATORRAD or R RADIUSRB RUBBER BASERC REMOVE CONTROLRCP REFLECTED CEILING PLANRCP REINFORCED CONCRETE PIPERCU RECIPROCATING CHILLER JOINTRD ROOF DRAINRD REFRIGERANT DISCHARGERECP RECEPTACLEREF REFERENCEREFL REFLECTEDREFR REFRIGERANTREFR REFRIGERATORREG REGISTERREINF REINFORCEMENTREM REMOVABLEREQ(D) REQUIRE(D)RESIL RESILIENTRET RETAINING (WALL)REV REVISIONSRF RETURN FANRF RUBBER FLOORRFM RECESSED FLOOR MATRH RELATIVE HUMIDITYRH RELIEF HOODRHC REHEAT COILRH ROBE HOOKRHG REFRIGERANT HOT GASRI&C ROUGH IN AND CONNECTRIJS RISE IN JOIST SPACERL REFRIGERANT LIQUIDRM ROOMRND ROUNDRO ROUGH OPENING
S SINKS SANITARY SEWERS SOAP DISHS SOUTHS SPRINKLER LINESA SHOCK ABSORBERSA SUPPLY AIRSAN SANITARY WASTESC SECURITYSC SOLID CORESC SHOWER CURTAINSC SPECIAL COATINGSCD SEAT COVER DISPENSERSCH SHOWER CURTAIN HOOKSSCHED SCHEDULESCR SHOWER CURTAIN RODSCT STRUCTURAL CLAY TILESCUT SCUTTLESCW SOFT COLD WATERSD SOAP DISPENSERSD SMOKE DAMPERSD SMOKE DETECTORSD STORM DRAINSE STEAM EXHAUST VENTSEC SECONDARYSECT SECTIONSECY SECRETARYSENS SENSIBLESF SQUARE FOOTSF SUPPLY FANSFCMU SPLIT-FACED CONCRETE MASONRY UNITSFU STRUCTURAL FACING UNITSGL SINGLESH SHOWERSHEATH SHEATHINGSHM SECURITY HOLLOW METALSHT SHEETSHWSOFT HOT WATERSIM SIMILARSL SHORT LEGSLNT SEALANTSM SHEET METALSM SPRINKLER MAINSND SANITARY NAPKIN DISPOSALSNV SANITARY NAPKIN VENDORSP STATIC PRESSURE (H2O)SP STAND PIPESP STATIC PRESSURESPEC SPECIFICATIONSSPK SPRINKLERSPL SOUND PRESSURE LEVELSPL SPECIALSPL BLK SPLASH BLOCKSQ SQUARESS STAINLESS STEELSSA STORM SHELTER AREASS SERVICE SINKSS SOLID SURFACEST STAIRST STORM SEWERSTAG'D STAGGEREDSTC SOUND TRANSMISSION CLASSSTD STANDARDSTE SINGLE TAPERED ENDSTGR STRINGERSTL STEELSTOR STORAGESTR STRUCTURAL - STRUCTURESUB SUBSTATIONSUBFL SUBFLOORSURF SURFACESUSP SUSPENDEDSV SHEET VINYLSV SOLENOID VALVESW SHORT WAYSW SWITCHSWBD SWITCH BOARDSWP STEAM WORKING PORESSURESYM SYMMETRICAL
T TEMPEREDT THERMOSTATT & B TOP & BOTTOMT& G TONGUE & GROOVET TREADTA TRANSFER AIRTAB TEST AND BALANCETAN TANGENTTB TERMINAL BOXTB TOWEL BARTBD TACK BOARDTC TEMPERATURE CONTROLTC TIME CLOCKTD TRANSFER DUCTTD TRENCH DRAINTDH TOTAL DYNAMIC HEADTEL TELEPHONETEMP TEMPERED - TEMPORARYTEMP TEMPERATURETERR TERRAZZOTEXT TEXTUREDTGL TOGGLETH THRESHOLDTH TOWEL HOOKTHK THICK(NESS)TMR TILT MIRROR UNITTMV THERMOSTATIC MIXING VALVETOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOIL TOILETTOP TOP OF PAVINGTOS TOP OF STEELTOW TOP OF WALLTPV TRAP PRIMERTR TRIPTRANS TRANSVERSETRD TREADTS TEMPERATURE SENSORTSP TOTAL STATIC PRESSURETT TEMPERATURE TRANSMITTERTT TERRAZZO TILETTD TOILET TISSUE DISPENSERTV TELEVISIONTW TACK WALLTYP TYPICAL
U URINALUC UNIT COOLERUG UNDERGROUND
V VENTV VOLTV VACUUMVA VALVEVAC VACUUMVAV VARIABLE AIR VOLUMEVB VAPOR BARRIERVB VINYL BASEVBF VENT BELOW FLOORVCB VENTED COVE BASEVCP VITRIFIED CLAY PIPEVCT VINYL COMPOSITION TILEVD VOLUME DAMPER - MANUALVEL VELOCITYVENT VENTILATIONVENT VENTILATORVERT VERTICALVEST VESTIBULEVF VINYL FLOORVFD VARIABLE FREQUENCY DRIVEVM VOLTMETERVOL VOLUMEVP VENEER PLASTERVP VACUUM PUMPVSMC VARIABLE SPEED MOTOR CONTROLLERVT VINYL TILEVTR VENT THROUGH ROOFVWC VINYL WALLCOVERING
W WATER SERVICEW WIDE; WIDTHW WASTE (PLUG)W WATTW WESTW WIDE FLANGEW/ WITHW/O WITHOUTWB WET BULBWC WALL COVERINGWC WATER COLUMNWC WATER CLOSETWCC WATER COOLED CONDENSERWCL WATER CLOSET/LAVATORY COMBINATIONWCO WALL CLEAN OUTWD WOODWDW WINDOWWF WASH FOUNTAINWH WALL HYDRANTWFMD WATER FLOW MEASURING DEVICEWH WATER HEATERWHM WATT HOUR METERWI WROUGHT IRONWLR WATER LOOP RETURNWLS WATER LOOP SUPPLYWMG WATER MOTOR GONGWNSCT WAINSCOTWP WEATHERPROOFWPB WHIRLPOOL BATHWPF WATERPROOFWPFG WATERPROOFINGWR WATER RESISTANTWR WASTE RECEPTACLEWSP WET STAND PIPEWT WEIGHTWW WARM WHITEWWF WELDED WIRE FABRIC
XFMR TRANSFORMERXMTR TRANSMITTER
YD YARDYH YARD HYDRANT
Z IMPEDANCEZCV ZONE CONTROL VALVEZVB ZONE VALVE BOX
& AND@ ATi.e. THAT IS# NUMBER
CG CLEAR FLOAT GLASSCIG CLEAR INSULATING GLASSCTG CLEAR TEMPERED FLOAT GLASSCTIG CLEAR TEMPERED INSULATING GLASSLG LAMINATED GLASSPG PATTERN GLASSPIG PATTERN INSULATING GLASSSG SPANDREL GLASSTG TINTED FLOAT GLASSTIG TINTED INSULATING GLASSTTG TINTED TEMPERED FLOAT GLASSTTIG TINTED TEMPERED INSULATING GLASSWG POLISHED WIRE GLASS
THE FOLLOWING ABBREVIATIONSARE USED WITH GLAZING:
IAQ INDOOR AIR QUALITYIAW IN ACCORDANCE WITHIBC INTERNATIONAL BUILDING CODEIC INTERCOMID INSIDE DIAMETERIE INVERT ELEVATIONIES ILLUMINATING ENGINEERING SOCIETYIF INSIDE FACEIG ISOLATED GROUNDIH INTAKE HOODIJ ISOLATION JOINTIJS IN JOIST SPACEIMC INTERMEDIATE METAL CONDUITIN INCHINC INCLUDE (ING)INSUL INSULATIONINT INTERIORIP IRON PIPEIW INDIRECT WASTE
O&M OPERATION AND MAINTENANCEO to O OUT TO OUTOA OVERALLOA OUTSIDE AIROBSC OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOF OUTSIDE FACEOVFL OVERFLOWOFC OWNER FURNISHED CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED OWNER INSTALLEDOHP OVERHEAD POWEROHT OVERHEAD TELEPHONEOPG OPENINGOPP OPPOSITEOSD OVERFLOW STORM DRAINOS&Y OUTSIDE SCREW AND YOKEOTCS OPEN TO CEILING SPACEOVHD OVERHEADOX OXYGEN
A/C AIR CONDITIONING(ER)A AMP AMPEREA COMPRESSED AIRAAP AREA ALARM PANELAAV AUTOMATIC AIR VENTAB ANCHOR BOLTABS ACRYLONITRILE-BUTADIENE-STYRENEAC ACOUSTICAL CEILINGAC ALTERNATING CURRENTACC AIR COOLED CONDENSERACCU AIR COOLED CONDENSING UNITACM ALUMINUM COMPOSITE MATERIALACST ACOUSTICAD ACCESS DOORAD AREA DRAINADDN ADDITION OR ADDITIONALADJ ADJUSTABLEADJT ADJACENTADMIN ADMINISTRATIONAF AIR FILTERAFF ABOVE FINISH FLOORAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITAI AREA INLETALT ALTERNATEALUM ALUMINUMAMB AMBIENTANCH ANCHORAP ACCESS PANELAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATEAR ACID RESISTINGARCH ARCHITECTURALASB ASBESTOSASPH ASPHALTAUTO AUTOMATICAV ACID VENTAV AIR VENTAV AVERAGEAW ACID WASTEAWG AMERICAN WIRE GAUGEAWP ACOUSTICAL WALL PANEL
ABBREVIATIONS GENERAL SYMBOLS
SHEET ON WHICH DRAWN
REVISION NUMBER
WALL TYPE
WINDOW NUMBER
DOOR NUMBER AND
ROOM NUMBER
COLUMN LINE
LEGEND/KEY NOTE
BUILDING ELEVATIONINTERIOR ELEVATION
DETAIL REFERENCE
DETAIL OR WALL SECTION
CROSS REFERENCE
DETAIL NUMBER
(CONTINUOUS BLOCKING)
BATT INSULATION
RIGID INSULATION
CARPET (LARGE SCALE)
TILE (LARGE SCALE)
ACOUSTICAL TILE (LARGE SCALE)
PROTECTION BOARD
CONCRETE MASONRY UNIT
METAL STUDS
STEEL (LARGE SCALE)
(LARGE SCALE)GYPSUM WALL BOARD
PLYWOOD (LARGE SCALE)
BRICK VENEER
SHINGLES
STONE
GLASS
(TRIM/FINISH)WOOD
(NON-CONTINUOS BLOCKING)WOOD
GRAVEL/BALLAST
WOOD
GYM FLOOR
STEEL
PRECAST CONCRETE
CONCRETE
SAND
EARTH
CASEWORKELEVATION
SIMILAR OR TYPICAL REFERENCE
SIMILAR OR TYPICAL REFERENCE
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SIM
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SIM
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DESCRIPTION
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BUILDING SECTION
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NC NOISE CRITERIANC NORMALLY CLOSEDNC NURSE CALLNEC NATIONAL ELECTRIC CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN.NEUT NEUTRALNIC NOT IN CONTRACTNO NORMALLY OPENNO NUMBERNO NITROUS OXIDENOM NOMINALNS NEUTRAL SENSORNTS NOT TO SCALE
RPM REVOLUTIONS PER MINUTERPZ REDUCED PRESSURE BACKFLOW PREVENTERRS REFRIGERANT SUCTIONRWL RAIN WATER LEADERS SENSOR
UGE UNDERGROUND ELECTRICALUGT UNDERGROUND TELEPHONEUH UNIT HEATERUL UNDERWRITERS LABORATORIESUNEX UNEXCAVATEDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINALURD UNDERGROUND RESIDENTIAL DISTRIBUTIONUS UTILITY SHELFUTIL UTILITYUV UNIT VENTILATOR
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4
7
1
FIBERGLASS SANDWICH PANELS ABOVE
1
FIBERGLASS SANDWICH PANELS ABOVE
REMOVE DOOR AND/OR WINDOW IN THEIR ENTIRETY. PATCH ANDPREPARE ADJACENT SURFACES FOR INSTALLATION OF NEWWORK, IF NECESSARY. REPAIR HOLES TO MATCH ADJACENTSURFACES. REMOVE SEALANT AND RESEAL IFAPPLICABLE.SAWTOOTH IN WITH MATCHING MASONRY, IFAPPLICABLE.
REMOVE EXISTING ATHLETIC WOOD FLOORING AND ASSOCIATEDMATERIAL IN THEIR ENTIRETY. PATCH AND PREPARE FLOOR FORINSTALLATION OF NEW WORK.
COORDINATE REMOVAL OF EXISTING MECHANICAL EQUIPMENT.SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION.PATCH SURFACES AND/OR PENETRATIONS WITH MASONRY TOMATCH ADJACENT MATERIALS AND SURFACES.
REMOVE DOOR AND ASSOCIATED HARDWARE IN THEIR ENTIRETY.MAINTAIN, PREPARE AND PAINT EXISTING DOOR FRAME TORECEIVE NEW DOOR. SEE DOOR AND FRAME SCHEDULE FORSPECIFIC DOOR INFORMATION.
COORDINATE REMOVAL OF ELECTRICAL/SPECIAL SYSTEMS ITEMSWITH ELECTRICAL SHEETS. PATCH WALL TO MATCH ADJACENTSURFACES.
REMOVE MISCELLANEOUS ACCESSORIES AND RETURN TOOWNER. PATCH WALL AND/OR FLOOR TO MATCH ADJACENTSURFACES IN PREPARATION FOR NEW FINISH.
CAPP PLUMBING FIXTURES ASSOCIATED PIPING, MATERIALS ANDFASTENERS. PATCH AND REPAIR WALL IF APPLICABLE INPREPARATION FOR NEW FINISH.
REMOVE EXISTING EWC OR DRINKING FOUNTAIN. PREPARE WALLAND ELECTRICAL FOR INSTALLATION OF NEW WORK, SEE FLOORPLAN AND ELECTRICAL SHEETS IF APPLICABLE. PATCH WALL ANDFLOOR TO MATCH ADJACENT SURFACE.
REMOVE CEILING, LIGHTING, CONTROLS AND ASSOCIATEDELECTRICAL AND MECHANICAL ITEMS IN THEIR ENTIRETY FORINSTALLATION OF NEW WORK. COORDINATE WITH MECHANICALAND ELECTRICAL SHEETS.
REMOVE TELESCOPING BLEACHERS AND ASSOCIATED MATERIALIN THEIR ENTIRETY. PATCH AND PREPARE WALL AND FLOOR TORECEIVE NEW FINISH.
PROVIDE FLOOR FILL/GRINDING/SHIMMING TO CORRECTEXISTING CONCRETE FLOOR SLAB UNEVENNESS AS NECESSARYPRIOR TO INSTALLATION OF NEW ATHLETIC WOOD FLOORING.ALLOW FOR FLOOR LEVELING UP TO 30% OF TOTAL FLOOR AREA(APPROX. 3000 SF).
REMOVE PORTION OF WALL IN ITS ENTIRETY TO THE EXTENTSHOWN IN PREPARATION FOR NEW OPENING. OVERDEMOLISHAS REQUIRED TO INSTALL NEW LINTEL, SEE STRUCTURAL.SAWTOOTH IN MASONRY AT JAMBS OF NEWOPENING WITH MATCHING MASONRY. TEMPORARILY SHOREOPENING AS NECESSARY.
DEMOLITION PLAN KEY NOTES
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL:
DEMOLITION PLAN GENERAL NOTES
1.
A. COORDINATE ALL DEMOLITION/PHASING EFFORTS WITH THEARCHITECT-ENGINEER AND OWNER'S REPRESENTATIVES.EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OFSCHOOL OPERATION AND TO PROVIDE PATRON, FACULTY, ANDSTUDENT SAFETY. EXCESSIVE NOISE OR VIBRATION SHALL BEPRE-APPROVED AND COORDINATED WITH THE OWNER'SREPRESENTATIVE.
B. COORDINATE WITH THE OWNER ANY PRE-APPROVED DISRUPTIONAND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SOAS TO MINIMIZE THE DISRUPTION OF SERVICE.
C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHINTHE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURETO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THEGENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER.COORDINATE LOCATIONS WITH THE OWNER AND MAINTAINMEANS OF EGRESS THROUGHOUT THE WORK.
D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT THEEXTERIOR OF THE EXISTING BUILDING THROUGHOUT THEDEMOLITION/CONSTRUCTION PORTION OF THE WORK IN THATAREA. BUILDING SECURITY SHALL BE COORDINATED WITH THEOWNER.
E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONSAND NOTIFY THE ARCHITECT-ENGINEER OF ANY DISCREPANCIES.
F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS,MILLWORK, FLOORING, CEILINGS, PLUMBING FIXTURES, ETC., ASREQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORKDESCRIBED BY THE ARCHITECT-ENGINEER.
G. REMOVE ALL DEMOLITION MATERIALS FROM THE SITE UNLESSNOTED OTHERWISE. THE OWNER SHALL RESERVE THE RIGHTTO SALVAGE ANY MATERIALS.
H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALSAND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION ORCONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THISCONTRACT.
I. REPAIR OR REPLACE ANY WALLS, FLOORS, OR EQUIPMENTDAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TOMATCH EXISTING FINISH AND/OR CONDITION.
J. COORDINATE WITH THE ARCHITECT-ENGINEER ANY MATERIALSTO BE REUSED AND WILL BE RESPONSIBLE FOR VERIFYING ANDMAINTAINING THE FUNCTIONAL AND AESTHETIC INTEGRITY OFTHE MATERIALS.
K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,COMMUNICATION AND DATA CABLES SO AS NOT TOINADVERTENTLY INTERRUPT THE CONTINUITY OF THEIR SERVICE.
L. PATCH ALL FLOOR AND CEILING PENETRATIONS RESULTINGFROM REMOVAL OR REROUTING OF NEW OR EXISTING PIPING,DUCTWORK, CONDUIT, ETC., AS REQUIRED TO MAINTAIN FIRESEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTINGADJACENT SURFACES.
M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THEWALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCHNEW OR EXISTING ADJACENT SURFACES.
N. SEE MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS ANDNOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK.
O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OFINFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS ASDIRECTED BY SOILS ENGINEER.
P. IN AREAS WHERE DEMOLITION IS TO OCCUR, COORDINATEREMOVAL OF MATERIALS CONTAINING ASBESTOS WITH THEOWNER'S ASBESTOS ABATEMENT CONTRACTOR. IT IS THERESPONSIBILITY OF THE GENERAL CONTRACTOR TO REMOVEAND DISPOSE OF ANY ITEMS REMAINING AFTER REMOVAL OFASBESTOS BY ASBESTOS ABATEMENT CONTRACTOR.
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DEMOLITION PLAN, FIRST LEVEL - AREA F
204
SE
AT
S T
OT
AL
RE
CO
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RA
BLE
SE
AT
SR
EC
OV
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AB
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EA
TS
X99
X100
X105 X106
X104
X87
X88
X90
X89
X91
X92
X93
X107 X108 X109 X110 X111
X85
X84
X83
A5.1
33
A5.1
23
A16
AC
F3
F4
F2
F1
A5.1
53
A5.1
43
A5.1
HI-LO EWC
X94 X95
X96
X98
FEC
X82
X117 X118 X119
X120
X121
X122
X125
X126
X116
X115
X114
X113
X112
AG
A13
AD
FA1' - 6" 2' - 0" 9' - 4"
51A5.1 41
TELESCOPINGSTANDS
TELESCOPINGSTANDS
F135C F135BF135DF135E
A151A A148A152
A146
F136
F135A
F135FF135HF135J F135G
F119
15' -
0"
4' -
0"
4' -
0"
15' -
0"
NEW RETRACTABLE MAINCOURT BASKETBALLBACKSTOP STRUCTURE,REUSE EXISTINGBACKBOARD, GOAL, ANDNET, TYP OF 2(ALTERNATE NO. CC-1)
549
SE
AT
S
647
SE
AT
S
1,196 SEATS TOTAL
A2.1
51STORAGE
F134
STORAGE
F132
CORRIDOR
F119
LOCKER ROOM
F128
CORRIDOR
F137
CORRIDOR
F101
STORGARE
F138
STORAGE
A152
STORAGE
A151STORAGE
A148
STEREOEQUIPMENTSTORAGE
F136
CORRIDOR
A149
CUST.
A146
SC
OR
ER
'S T
AB
LE, N
ICB
EN
CH
SE
AT
ING
, NIC
BE
NC
H S
EA
TIN
G, N
IC
360
360
163
320
360
360
320
320
640
279
640
279
OFFICE
B113
BAND
B117
B113A
B107
A151B
MATCHLINE - AREA FMATCHLINE - AREA A
MA
TC
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- A
RE
A F
MA
TC
HLI
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- A
RE
A B
MATCHLINE - AREA EMATCHLINE - AREA F
MA
TC
HLI
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- A
RE
A A
MA
TC
HLI
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- A
RE
A B
MA
TC
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- A
RE
A F
MA
TC
HLI
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- A
RE
A E
GYMNASIUM
F135
A5.1 11A5.131
TYP. FIN. FL.100' - 0"
1761
BLEACHERS = 1196FLOOR = 529STAGE = 36
ASSUMED STAGE AREA = 540 SF
3 5/8" STUD AND GWB FURREDWALL TO CONCEAL STEELCHANNELS
8" 8"
5' -
0"
STR STOOP
54
A9.1
1. FLOOR SPOT ELEVATIONS ARE SHOWN THUS 100’-0”.2. ARCHITECTURAL FINISH FLOOR ELEVATION 100’-0” EQUALS
ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 1440.44FEET.
3. DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWNNOMINAL. ALLOW FOR 1/4" SHIM AND SEALANT OF EXTERIORFRAMES.
4. PROVIDE BULLNOSE CMU AT ALL OUTSIDE CORNERS AND ATALL JAMBS AND SILLS AT DOOR AND WINDOW OPENINGSUNLESS NOTED OTHERWISE.
5. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,DIMENSIONS, AND ELEVATIONS AND NOTIFY THE ARCHITECT OFANY DISCREPANCIES.
6. CONTRACTOR TO LAYOUT AND INSTALL COURT MARKINGS ASINDICATED ON SHEET A1.2. CONTRACTOR TO FIELD VERIFYEXISTING BACKSTOP LOCATIONS PRIOR TO INSTALLATION OFCOURT MARKINGS.
7. THE OWNER SHALL BE RESPONSIBLE FOR ADHERING TO THECONSTRUCTION SCHEDULE AS ESTABLISHED BY THECONTRACTOR.
GENERAL NOTES
(GENERAL NOTES APPLY TO ALL SHEETS)
ROOM FINISH SCHEDULE GENERAL NOTES
1. ROOM FINISH SCHEDULE GENERAL NOTES APPLY TO ALL ROOMFINISH SCHEDULE SHEETS.
2. SEE SPECIFICATIONS FOR PAINTING OF ITEMS NOT NOTED INTHE ROOM FINISH SCHEDULE.
3. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING,PLANS ARE MEASURED FROM THE FINISH FLOOR OF THEROOM.
4. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TOANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OFTHE COMMUNICATING DOOR.
ROOM FINISH SCHEDULE SPECIFIC NOTES(these notes are referenced in the “comments” column of the room finishschedules)
FLOOR NOTES:
F1. NOT USED.
WALL NOTES:
W1. EXISTING CMU BLOCK BELOW EL = 107' - 4" TO BE PAINTEDHPC-1, TYP.
CEILING NOTES:
C1. DO NOT PAINT ACOUSTICAL WOOD SLATS.
MISCELLANEOUS ITEMS:
M1. EXISTING SCOREBOARDS TO REMAIN.
- COMBINED OCCUPANT LOAD AT A GIVEN EXIT DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD)
(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS:WIDTH IN INCHES DIVIDED BY 0.3)
- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR
- TOTAL EXIT CAPACITY OF DOOR(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)
SYMBOL LEGEND
- OCCUPANCY LOAD####
0
0 - TOTAL EXIT CAPACITY OF DOOR OR STAIR
0
0
APPLICABLE CODES
THE BUILDING SYSTEMS WILL BE DESIGNED IN ACCORDANCE WITH THE CURRENT APPLICABLE CODES AS FOLLOWS:
INTERNATIONAL BUILDING CODE - 2015 (IBC)INTERNATIONAL FIRE CODE - 2015 (IFC)INTERNATIONAL MECHANICAL CODE - 2015 (IMC)NATIONAL ELECTRICAL CODE - 2015 (NEC)INTERNATIONAL PLUMBING CODE - 2015 (IPC)
STATE CODES
IOWA STATE BUILDING CODE, IAC 661-CHAPTER 301 (2010)(APPLICABLE ONLY FOR STATE OWNED CONSTRUCTION, PROJECTS FUNDED WITH STATE FUNDS AND WHERE LOCALJURISDICTIONS HAVE FORMALLY ADOPTED.)
STATE OF IOWA ACCESSIBILITY RULES AND REGULATIONS, IAC IAC-CHAPTER 302 (2013)
STATE OF IOWA FIRE SAFETY RULES, IAC 661-CHAPTER 201 (ADOPTS 2015 INTERNATIONAL FIRE CODE (IFC) ANDPORTIONS OF 2015 IBC)
ENFORCED BY THE OFFICE OF STATE FIRE MARSHAL AND DEPARTMENT OF PUBLIC HEALTH.
AMERICANS WITH DISABILITIES ACT (ADA)
ADA IS APPLICABLE TO THIS BUILDING UNDER TITLE II AS A PUBLIC ENTITY. TITLE II OF THE ADA SPECIFICALLY REFERSTO ANY STATE OR LOCAL GOVERNMENT SERVICES. THEREFORE, A SCHOOL IS CONSIDERED A "PUBLIC ENTITY".
AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES - 2010 (ADA) WITHAMENDMENTS. (THESE REGULATIONS ARE ENFORCED BY THE U.S. JUSTICE DEPARTMENT)
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FLOOR PLAN, FIRST LEVEL
ROOM FINISH SCHEDULE - AREA F
ROOM DISTRICTROOM #
ROOM FLOORFINISH
BASEFINISH
WALL WALL WALL WALL WALL
Ceiling Finish COMMENTSNUMBER NAME MATERIAL NORTH EAST SOUTH WEST
F135 1A GYMNASIUM WD RB EXIST HPC-1,3/P-1,2 HPC-1,3/P-1,2 HPC-1,3/P-1,2 HPC-1,3/P-1,2 P-4 W1,C1,M1
204
SE
AT
S T
OT
AL
X99
X100
X105 X106
X104
X87
X88
X90
X89
X91
X92
X93
X103
X107 X108 X109 X110 X111
MATCHLINE - AREA FMATCHLINE - AREA A
MA
TC
HLI
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- A
RE
A F
MA
TC
HLI
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- A
RE
A B
MATCHLINE - AREA EMATCHLINE - AREA F
MA
TC
HLI
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- A
RE
A A
MA
TC
HLI
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- A
RE
A B
MA
TC
HLI
NE
- A
RE
A F
MA
TC
HLI
NE
- A
RE
A E
X85
X84
X83
A5.1
33
A5.1
23
A15
F3
F4
F2
F1
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
A5.1
53
A5.1
43
A5.1
AM
X94 X95
X96
X98
X82
X117 X118 X119
X120
X121
X122
X125
X126
X116
X115
X114X113
X112
AJAG AH
A17
FA
GYMNASIUM
F135
51A5.1 41
ROOF TOP UNIT
A5.1 11A5.131
NEW RETRACTABLE MAINCOURT BASKETBALL
BACKSTOP STRUCTURE,REUSE EXISTING
BACKBOARD, GOAL, ANDNET, TYP OF 2
(ALTERNATE NO. CC-1)
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FLOOR PLAN, CLERESTORY LEVEL - AREA F
RE
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X99
F3
F4
F2
F1
A5.1
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43
A5.1
X96
X117 X118 X119 X120X121
X122
X125
X126
FA
51
A5.1 41
A9.1
46
A9.1
55V
IF
2' -
0"
6' -
0"
84' -
0"
MA
IN C
OU
RT
BA
SK
ET
BA
LL6'
- 0
"
28' - 10" 50' - 0" MAIN COURT BASKETBALLVIF
28' - 10"
VIF38' - 10" 30' - 0" MAIN COURT VOLLEYBALL
VIF38' - 10"
60' -
0"
MA
IN C
OU
RT
VO
LLE
YB
ALL
12' -
5"
30' -
0"
11' -
2"
30' -
0"
14' -
5"
60' - 0"
14' -
11
1/2"
12' -
0"
14' -
11
1/2"
2"14
' - 1
1 1/
2"12
' - 0
"14
' - 1
1 1/
2"
1' -
0"
19' - 0"
29' -
0"
LOG
O
29' - 0" LOGO
GYMNASIUM
F135
A5.1 11
A5.131
STAINED FLOOR
SC
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PROVIDE SHADOW LINE ONEACH SIDE OF GAME LINEWHEN GOING THROUGHLOGO, TYP
SCHOOL LOGO AT MIDDLECOURT, ACTUAL ARTWORKFILED TO BE PROVIDED BYOWNER - 2 COLORS
EXISTING VOLLEYBALLSLEEVE - TYP OF 6. VERIFYCOURT MARKINGS ARE INCOORDINATION WITHSLEEVE LOCATIONS
AR
IAL
BLA
CK
, PA
INT
WH
ITE
3' -
8"
LET
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RIN
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- 2
"
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51 COURT MARKINGS
DO NOT PAINT ACOUSTICAL WOOD SLATS
MATCHLINE - AREA FMATCHLINE - AREA A
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MATCHLINE - AREA EMATCHLINE - AREA F
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GYMNASIUM
F135
TYPICAL
DUCTWORK TO BE PAINTED P-4
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REFLECTED CEILING PLAN, FIRST LEVEL - AREA F
RECOVERABLE SEATSRECOVERABLE SEATS
RECOVERABLE SEATSRECOVERABLE SEATS
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
EQ EQ EQ EQ EQ
FIE
LD V
ER
IFY
10' -
6 1
/2"
1 1
1 11
5
333COORDINATE DUCT
PENETRATION WITHMECH, TYP
4
5
3
BUILDING ELEVATION KEYNOTES
MECHANICAL UNIT
2
4
MECHANICAL WALL PENETRATION3
GALV. HM DOOR/FRAME
FIBERGLASS SANDWICH PANELS - SEE 35/A9.11
EXISTING BUILDING5
STRUCTURAL STOOP - SEE 54/A9.16
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
FIELD VERIFY20' - 4"
EQ EQ EQ EQ EQ
FIELD VERIFY20' - 4"F
IELD
VE
RIF
Y10
' - 6
1/2
"
1 1 1 1 1
5
5
2 2 2
6
PAINT OVER EXISTINGGLAZED BLOCK HPC-1.
EXIST COLUMNSTO BE PAINTED HPC-1.
PAINT ABOVE GLAZEDBLOCK P-1.
EXISTING FILMING PLATFORM
PLATFORM FACE TOBE RE-PAINTED P-2.
STORM LAKE TORNADOES
DL-3, TYP.CENTER ON PLATFORM.
17' - 8"
TELESCOPING STANDS EXTENTS
PA
INT
P-2
2' -
0"
EXIST WALL MATSTO REMAIN
COLUMNS TO BEPAINTED HPC-1, TYP.
TO BE PAINTED P-1, TYP.
EXISTING GLAZED BLOCK BELOWEL = 107' - 4" TO BE PAINTED HPC-1, TYP.
PAINT EXIST ACOUSTIC PANELS, P-1.
RELOCATED EXISTSCOREBOARD.
RELOCATED EXIST STANDINGS BOARD
REMOVE EXISTING STANDING BOARDSREINSTALL DIRECTLY TO CMU WALL AFTER REMOVALOF MECHANICAL EQUIPMENT AND ASSOCIATED CHASE
REMOVE AND RELOCATE EXISTING SCOREBOARD ANDASSOCIATED STRUCTURE
RELOCATED EXIST STANDINGS BOARD
PA
INT
P-2
2' -
0"
3 5/8" STUD AND GWB FURRED WALL TOCONCEAL STEEL CHANNELS, PAINT HPC-1
9' -
4"
REMOVE ACOUSTIC PANELSABOVE NEW DOORS
FIBERGLASS SANDWICH PANELS
FIBERGLASS SANDWICH PANELS
FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS
RELOCATEDDIGITALBOARD
TO BE PAINTED P-1, TYP. DONOT PAINT ACOUSTICALWOOD SLATS
EXISTING COLUMNS TO BEPAINTED HPC-1, TYP.
EXG. WALL MATSTO REMAIN.
PAINT BEHIND EXISTACOUSTIC PANELS, P-1.
EXIST. GLAZED BLOCK BELOWEL = 107" - 4" TO BE PAINTED HPC-1, TYP.
FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS FIBERGLASS SANDWICH PANELS
MECH DUCTWORK
EXIST SCOREBOARD REMOVE MULTIPLE MEMORABILIA IMAGESRETURN TO OWNER AND COORDINATERELOCATION IF NEEDEDP
AIN
T P
-22'
- 0
"
PAINT EXISTING GLAZEDBLOCK HPC-1,TYP.
PAINT ABOVE GLAZEDBLOCK P-1.
EXISTING COLUMNSPAINT HPC-1, TYP. TELESCOPING STANDS EXTENTS
PA
INT
P-2
2' -
0"
STORM LAKE TORNADOES
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A5.1
20
16
ST
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RIC
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SCALE: 1/8" = 1'-0"A5.1
23 AREA F - SOUTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"A5.1
33 AREA F - NORTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"A5.1
41 F135 EXISTING GYMNASIUM - EAST WALLSCALE: 1/8" = 1'-0"A5.1
43 F135 EXISTING GYMNASIUM - NORTH WALL
SCALE: 1/8" = 1'-0"A5.1
53 F135 EXISTING GYMNASIUM - SOUTH WALLSCALE: 1/8" = 1'-0"A5.1
51 F135 EXISTING GYMNASIUM - WEST WALL
SCALE: 1/8" = 1'-0"A5.1
11 BLEACHERS ELEVATION - EAST SIDE
SCALE: 1/8" = 1'-0"A5.1
31 BLEACHERS ELEVATION - WEST SIDE
GREEN WHITE
GREEN WHITE
SEE SCHEDULE
SE
E S
CH
ED
ULE
A
8"2'
- 9
"
3" 8"
B
SE
E S
CH
ED
ULE
SEE SCHEDULE
1
SE
E S
CH
ED
ULE
4"
2" SEE SCHEDULE 2"
1. PROVIDE INSULATED GHM DOOR.2. NEW DOOR AND HARDWARE ON EXISTING HM FRAME (PAINT EXIST. FRAME TYP).3. PROVIDE REMOVABLE MULLION.4. NEW DOOR AND FRAME ON EXISTING OPENING.5. INSULATED FIBERGLASS PANEL ON EXISTING OPENING (COORDINATE WITH MECHANICAL).6. PROVIDE DOUBLE GLAZING.7. PROVIDE 3 5/8" MTL STUD WALL WITH 5/8 GWB EACH SIDE AT HEAD CONDITION. EXTEND WALL UP TO
HEAD OF EXISTING OPENING. PAINT NEW WALL TO MATCH ADJACENT SURFACES. SEE 36/A9.1
A. ALL HOLLOW METAL FRAMES SHALL BE GROUTED SOLID.B. INSTALL EXTERIOR FRAMES WITH 1/4 INCH SHIM AND JOINT SEALANT AROUND PERIMETER OF FRAME.C. MASONRY LINTELS AND STEEL LINTELS ARE INDICATED ON STRUCTURAL DRAWINGS.D. PROVIDE CLEAR TEMPERED INSULATED GLASS (CTIG) AT ALL EXTERIOR DOORS AND WINDOWS U.N.O.E. PROVIDE CLEAR TEMPERED GLASS (CTG) AT ALL INTERIOR WINDOWS AND DOORS U.N.O.F. PROVIDE FIRE RATED GLASS (FRG) AT ALL RATED INTERIOR FRAME AND DOORS.G. EXTERIOR WINDOW FRAME TYPES ARE INDICATED ON FLOOR PLAN WITH HEXAGON SYMBOL.H. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF CONCEALED CONDUIT AND J-BOXES
REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METALFRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES.
I. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAINWALLS AS REQUIRED FORFRAME AND STRUCTURAL DEFLECTION.
J. SEE SPECIFICATIONS 087100 HARDWARE FOR HARDWARE SET NOTED IN DOOR SCHEDULE.L. ALL EXISTING HM FRAMES IN WALLS TO BE PAINTED P-3. ALL EXTERIOR HM FRAMES TO BE PAINTED
HPC-3.”
FIBERGLASSTRANSLUCENT PANEL
EXISTING CONSTRUCTION
1/4" SHIM AND SEALANTBOTH SIDES - TYP
5 1/2"
HEAD/JAMB
SILL
FIBERGLASSTRANSLUCENT PANEL
EXISTING CONSTRUCTION
5 1/2"
1/4" SHIM AND SEALANTBOTH SIDES - TYP
NOTE: COORDINATE MECHANICAL PENETRATIONS WITHMECHANICAL CONTRACTOR. PROVIDE INSULATED ALUM PANELADJACENT TO PENETRATION LOCATIONS TO MATCH OREXCEED THE INSULATION R-VALUE OF EXISTINGSURROUNDING CONSTRUCTION. PROVIDE WEATHERTIGHTPERIMETER, SEAL JOINTS.
4"
STEEL LINTELSEE 52/A9.1
BOTTOM STEEL PLATE, SEE52/A9.1, PAINT TO MATCH WALLS
1/4" SHIM AND SEALANTBOTH SIDES - TYP
STAINLESSSTEEL DRIPEDGE
HM FRAME - GROUT SOLID4"
MASONRY LINTELSEE 52/A9.1
EXISTING CONSTRUCTION
5/8" GWB, WHERE OCCURS
3 5/8" MTL STUD @ 16 O.C.,WHERE OCCURS
SEALANT
BRICK TO MATCHADJACENTEXISTING BRICK
4"
TOOTH-IN BULLNOSE BLOCK TOMATCH EXISTING
3/8" COMPRESSIBLE JOINT FILLER
1/4" SHIM AND SEALANTBOTH SIDES - TYP
HM FRAME - GROUT SOLID
BRICK RETURN,BRICK TO MATCHADJACENTEXISTING BRICK
EXISTING FACE BRICK
5/8" GWB, WHERE OCCURS
SEALANT BOTH SIDES - TYP
3 5/8" MTL STUD @ 16 O.C., WHERE OCCURS
1/2"
HM FRAME - GROUT SOLID
EXISTING CONSTRUCITON
1/4" SHIM AND SEALANTBOTH SIDES - TYP
1/2"
DOOR - SEE DOOR AND FRAME SCHEDULE
HM FRAME - GROUT SOLID
1/4" SHIM AND SEALANTBOTH SIDES - TYP
WALL WHERE OCCURS
TOOTH-IN CMU
EXISING CONSTRUCTION
1/2" 1/2"
1. MORE IMPORTANT
2. LESS IMPORTANT
NOTE: BREAK GAME LINES IN ORDER OF IMPORTANCE AS FOLLOWS:
1. MAIN BASKETBALL - BLACK2. MAIN VOLLEYBALL - GREEN3. SIDE COURT BASKETBALL - GRAY4. SIDE COURT VOLLEYBALL (TICKMARKS) - TAN / GREEN
F.V
.4"
FLOOR PLATE FLUSHW/ FINISH FLOORING
WOOD FLOORINGSYSTEM
EXISTING THICKENED SLAB
EXISTING NON-SHRINK GROUT
NOTE: COORDINATEHOLE SIZE W/ FLOORSLEEVE MFR
EXISTING CONC SLAB
SECTION
PE
R F
LOO
R S
LEE
VE
MF
R
F.V.VARIES
GYM FLOOR
EJ COVER
EXIST CONC FTG
EXISTING CONC. SLAB
WOOD FLOORING SYSTEM
SEE PROJECT MANUAL
EXISTING EXTERIORWALL
NOTE: VERIFY DEPTH
OF SLAB DEPRESSION
W/ WOOD FLOOR MFRMFRPER
6"
A9.1
42
41
A9.1
44
A9.1
EXISTING MASONRY
OPPEND
EXISTING COLUMN
C6x10.5 ATTACHED TO INTERIOR FACEOF EXISTING MASONRY WALL W/3/4"Ø EXPANSION ANCHORS AT TOP &BOTTOM AND AT 24" OC IN BETWEEN
FOUNDATION
43
A9.1
NEW MASONRYOPENING
(AT EXIST MASONRY WALL)
1' - 0"
MIN
.
5"
EXISTING MASONRY
GROUT SOLID ALLMASONRY CELLS W/EXPANSION ANCHOR
EDGE OFOPENING
(AT NEW OPENING)
1/2"
HEADER CHANNEL
PL 3/8x2"x0'-4"
PL 3/8x4"x0'-4"
1/4
1/4
4 1/2" 4" 5" 2"
1/2"
EXISTING CONCRETECOLUMN
BUILT-UP MEMBERPL 1/2"x10"x0'-11" &PL 1/2"x2 1/2"x0'-10" W/4- 3/4"Ø EXPANSION ANCHORBOLTS W/ 5" EMBEDMENT
PL 3/8"TOP& BOTTOM
STEEL CHANNEL
1/4
1" M
IN.
6 1/2"
2"4"
EXISTING COLUMN
EXISTING CMU WALL
STEEL CHANNEL
PL 1/2"x6"x0'-9" W/2- 3/4"Ø EXPANSION ANCHOR BOLTSW/ 5" MIN. EMBEDMENT. LOCATEBOLTS AT 2" FROM PLATE EDGE
1/4
PL 3/8"x2 1/2"x0'-4"TOP & BOTTOM
NEW OPENINGSHORE WALLAS NEEDED
EXISTING MASONRY WALL
OPENINGLENGTH
ASECTION
STOP BOTTOMPLATE AT OPENING
EXISTING MASONRY WALL
BOTTOM PL 5/16 x OPENINGWIDTH x WALL THICKNESS - 1/2"
INSTALLATION NOTES:1. SHORE EXISTING WALL2. CAREFULLY SAWCUT OPENINGAND SPACE ABOVE FOR STEELLINTEL BEARING.3. GROUT JAMBS AND INSTALLSTEEL LINTEL WITH HEADED STUDS4. INSTALL MASONRY SOAPS ANDVENEER
TOOTH-IN MASONRY ATEXPOSED LOCATIONS
W8X18 BEHINDMASONRY SOAPS
A
BBRG CONNECTION
1/2"PL LENGTH
PL
WID
TH
B
BRG8"
1" N
ON
-SH
RIN
K
1/2"x7"x0'-7" BEARINGPLATE WITH (2)1/2"Øx4" HS UNO
W8x18
1" CLR
GA
GE
ST
D
EQ EQ
1/4 2@1'-0"
RE-TOOTH WALL ATEXPOSED LOCATIONS
BRG8"
CL LINTEL =CL WALL WIDTH
GROUT SOLID
3/16 2
W8x18 STEEL LINTEL BEAM.GALVANIZE LINTEL ANDPLATES
1/2"Øx4" HEADED STUDS @ 2'-0"OC. GROUT OR DRILL INTOEXISTING MASONRY.COODINATE LAYOUT IN FIELD
3/8" STIFFENERPLATES BOTH SIDES
3/163
SIDES
4"
VENEER,WHEREREQ(D)
THIS CONDITION AT GRADE. DETAILIS SIMILAR AT SIDES OFSTRUCTURAL STOOP
#4 @12" OC EXTEND 1'-0" INTOSTOOP SLAB
SEE SITE PLANS FORSIDEWALK LOCATIONS
VOID FORM x WIDTH OFSIDEWALK
4" VOID FORMS x WIDTH OFSTOOP
3/8" COMPRESSIBLE FILLERJOINT.
2'-0"
2'-0"
3/8" COMPRESSIBLEFILLER AND SEALANT
4" CONC SLAB WITH #4 @12" OC EW
SUPPORT SLAB ON FOOTINGAND PROVIDE 1/2"COMPRESSIBLE FILLER ANDSEALANT AT WALLS ADJACENTTO DOOR OPENING
#4X4'-0" @12" OC. EPOXYDOWEL 1'-0" INTO EXISTINGSLAB
EXISTING SLAB ONGRADE
CONTROLJOINT
#3 TIES @ 24"OC
2- #6 TOP AND BOTTOM
#4 @ 12" OC THUS
UNO1' - 4"
EXISTING FOOTING
SLOPESEE SITE
1" C
LR
MIN4"
3'-0" TYP
.
MIN1' - 0"
EQ
EQ
2-#6x4'-0" EPOXY DOWELS T&BINTO EXISTING FOOTINGWITH 9" MIN EMBEDAT SIDES
3"4"
5/8" GWB
SEALANT BOTH SIDES - TYP
3 5/8" MTL STUD @ 16 O.C.
HM FRAME
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SCALE: 1/4" = 1'-0"
DOOR TYPESSCALE: 1/4" = 1'-0"
FRAME ELEVATIONS
FINISH FLOOR
DOOR AND FRAME SCHEDULE - AREA F
NUMBER
DOOR FRAME
HARDWARESET FIRE RATING
DETAILS
COMMENTSNO. OFPANELS WIDTH HEIGHT THICKNESS MATERIAL TYPE DEPTH MATERIAL TYPE HEAD JAMB LEFT
JAMBRIGHT SILL
F119 2 3' - 1" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 06 - 33/A9.1 34/A9.1 SIM 34/A9.1 SIM EXIST 1,4
F135A 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" EXIST EXIST 22B - EXIST EXIST EXIST EXIST 2
F135B 2 3' - 0" 7' - 0" 1 3/4" WD B 11 3/4" EXIST EXIST 15C - EXIST EXIST EXIST EXIST 2
F135C 2 3' - 0" 7' - 0" 1 3/4" WD B 11 3/4" EXIST EXIST 15C - EXIST EXIST EXIST EXIST 2
F135D 2 3' - 0" 7' - 0" 1 3/4" WD B 11 3/4" EXIST EXIST 15C - EXIST EXIST EXIST EXIST 2
F135E 2 3' - 0" 7' - 0" 1 3/4" WD B 11 3/4" EXIST EXIST 15C - EXIST EXIST EXIST EXIST 2
F135F 2 3' - 0" 7' - 0" 1 3/4" HM B 5 3/4" HM 1 15B - 31/A9.1 32/A9.1 SIM 32/A9.1 SIM - 3,4
F135G 2 3' - 0" 7' - 0" 1 3/4" GHM A 5 3/4" GHM 1 05A - 33/A9.1 SIM 34/A9.1 SIM 34/A9.1 SIM EXIST 1,4
F135H 2 3' - 4" 7' - 0" 1 3/4" GHM A 5 3/4" GHM 1 05A - 33/A9.1 34/A9.1 34/A9.1 54/A9.1 SIM 1
F135J 2 3' - 4" 7' - 0" 1 3/4" GHM A 5 3/4" GHM 1 05A - 33/A9.1 34/A9.1 34/A9.1 54/A9.1 SIM 1
F136 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" HM 1 22B - EXIST EXIST EXIST EXIST 2
SCALE: 1 1/2" = 1'-0"A9.1
35 HEAD, JAMB, SILLSCALE: 1 1/2" = 1'-0"A9.1
33 HEADSCALE: 1 1/2" = 1'-0"A9.1
34 JAMBSCALE: 1 1/2" = 1'-0"A9.1
31 HEADSCALE: 1 1/2" = 1'-0"A9.1
32 JAMB
SCALE: 1" = 1'-0"A9.1
46 LINE HIERARCHY DETAIL
DOOR AND FRAME SCHEDULE - AREA A
NUMBER
DOOR FRAME
HARDWARESET FIRE RATING
DETAILS
COMMENTSNO. OFPANELS WIDTH HEIGHT THICKNESS MATERIAL TYPE DEPTH MATERIAL TYPE HEAD JAMB LEFT
JAMBRIGHT SILL
A146 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" EXIST EXIST 22B - EXIST EXIST EXIST EXIST 2
A148 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" EXIST EXIST 22C - EXIST EXIST EXIST EXIST 2
A151A 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" EXIST EXIST 22C - EXIST EXIST EXIST EXIST 2
A151B 1 2' - 8" 7' - 0" 1 3/4" WD A 5 3/4" HM 1 20B - 36/A9.1 32/A9.1 SIM 32/A9.1 SIM - 4,7
A152 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" EXIST EXIST 22C - EXIST EXIST EXIST EXIST 2
SCALE: 1 1/2" = 1'-0"A9.1
55 VOLLEYBALL/BADMINTON SLEEVE DETAILS
SCALE: 1 1/2" = 1'-0"A9.1
45 WALL BASE DETAIL
DOOR AND FRAME SPECIFIC NOTESDOOR AND FRAME GENERAL NOTES
14A9.1
15A9.1
DOOR AND FRAME SCHEDULE - AREA B
NUMBER
DOOR FRAME
HARDWARESET FIRE RATING
DETAILS
COMMENTSNO. OFPANELS WIDTH HEIGHT THICKNESS MATERIAL TYPE DEPTH MATERIAL TYPE HEAD JAMB LEFT
JAMBRIGHT SILL
B107 2 2' - 8" 7' - 0" 1 3/4" WD B 9" EXIST EXIST 23 - EXIST EXIST EXIST - 2
B113A 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" EXIST EXIST 20B - EXIST EXIST EXIST - 2,6
SCALE: 3/8" = 1'-0"A9.1
51 NEW OPENING ELEVATION
SCALE: 1" = 1'-0"A9.1
41 NEW OPENING DETAILSCALE: 1 1/2" = 1'-0"A9.1
42 FRAME CONN DETAILSCALE: 1" = 1'-0"A9.1
43 CHANNEL TO COLUMN CONNSCALE: 1" = 1'-0"A9.1
44 CHANNEL TO COLUMN CONN
SCALE: 3/4" = 1'-0"A9.1
52 TYP NEW OPENING IN EXISTINGSCALE: 1/2" = 1'-0"A9.1
54 STOOP DETAIL
CONCRETE
A. REINFORCING:a. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60, DEFORMED.
B. CONCRETE MATERIALS:a. CEMENTITIOUS MATERIAL: PORTLAND CEMENT, ASTM C150, TYPE I/II, GRAY.b. MIX DESIGN: FOOTINGS: PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS:
i. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYS.ii. MAXIMUM WATER CEMENT RATIO: 0.50iii. SLUMP LIMIT: 4 INCHES OR 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE, PLUS OR MINUS 1 INCH.iv. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR 1 INCH NOMINAL MAXIMUM AGGREGATE SIZE.
c. MIX DESIGN: SLABS-ON-GRADE: PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS:i. MINIMUM COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS.ii. COARSE AGGREGATE: ASTM C 33, 3/4-INCH NOMINAL MAXIMUM SIZE.iii. 40% MINIMUM OF TOTAL AGGREGATE SHALL BE COARSE AGGREGATE.iv. MAXIMUM WATER CEMENT RATIO: 0.40v. PROVIDE HIGH RANGE WATER REDUCER OR PLASTICIZING ADMIXTURES AS REQUIRED TO PROVIDE A 7-9 INCH SLUMP AT PLACEMENT.vi. WATER SHALL NOT BE ADDED AT THE JOBSITE.
d. MISCELLANEOUS EXTERIOR CONCRETE: PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS:i. MINIMUM COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS.ii. MAXIMUM WATER CEMENT RATIO: 0.55iii. SLUMP LIMIT: 4 INCHES, PLUS OR MINUS 1 INCH.iv. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY.
MASONRY
A. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF CMU SHALL BE 1,900 PSI ON THE NET AREA, PROVIDING A STRUCTURAL DESIGN COMPRESSIVE STRENGTH OF 1,500 PSI.B. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF GROUT SHALL BE 2,000 PSI.C. MASONRY REINFORCING SHALL BE ASTM A615, GRADE 60.D. BOND BEAMS SHALL BE PROVIDED WITH (2) #5 BARS AT OPENINGS.
STEEL
A. STEEL MATERIALS:a. W-SHAPES: ASTM A 992/A 992M.b. PLATES, BARS, CHANNELS, ANGLES: ASTM A 36/A 36M.c. HEADED ANCHOR STUDS: ASTM A 108, GRADES 1015 THROUGH 1020, HEADED-STUD TYPE, COLD FINISHED CARBON STEEL; AWS D1.1, TYPE Bd. GROUT: NONMETALLIC, NONSTAINING, AND NONCORROSIVE SHRINKAGE RESISTANT GROUT, ASTM C 1107. FACTORY PACKAGED AGGREGATE GROUT MIXED WITH WATER TO
CONSISTENCY SUITABLE FOR APPLICATION AND A 30-MINUTE WORKING TIME.B. POST INSTALLED ANCHORS:
a. EXPANSION ANCHORS: ANCHORS TO BE INSTALLED PER MANUFACTURER’S REQUIREMENTS. USE HILTI KWIK BOLT TZ, SIMPSON STRONG-TIE STRONG-BOLT, OR APPROVEDEQUIVALENT.
b. ADHESIVE ANCHORS: ANCHORS TO BE INSTALLED WITH A TWO COMPONENT INJECTABLE ADHESIVE USING THE MANUFACTURER’S MIXING NOZLE. USE HILIT-200 SAFE SETSYSTEM, SIMPSON STRONG-TIE SET-XP ADHESIVE, OR APPROVED EQUIVALENT.
C. GALVANIZINGa. HOT DIP GALVANIZED FINISH: APPLY ZINC COATING BY THE HOT-DIP PROCESS TO STRUCTURAL STEEL ACCORDING TO ASTM A 123/A 123M.b. GALVANIZE LINTELS EXPOSED TO WEATHER.c. REPAIR DAMAGED GALVANIZED COATINGS ON GALVANIZED ITEMS WITH REPAIR PAINT ACCORDING TO ASTM A 780 AND MANUFACTURER’S WRITTEN INSTRUCTIONS.
FINISH FLOOR
STUCTURAL SPECIFICATIONS
SCALE: 1 1/2" = 1'-0"A9.1
36 HEAD
RE
CO
VE
RA
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SE
AT
SR
EC
OV
ER
AB
LE S
EA
TS
VD
VD
VD VD
VD
VD
VD
VD
VD
VD
FSF
CO2
VD
VD
S H
F F
S
F
36"ø
SA
34"ø
SA
32"ø
SA
30"ø
SA
28"ø
SA
26"ø
SA
22"ø
SA
16"ø
SA
16"ø
SA
22"ø
SA
26"ø
SA
28"ø
SA
30"ø
SA
32"ø
SA
34"ø
SA
36"ø
SA
D-530" x 6"
750 CFMTYP 32
L-F10148"x60"
6000 CFM
L-F10248"x60"
6000 CFM
L-F10348"x60"
6000 CFM
L-F10448"x60"
6000 CFM
22
33333
4 4
55
TYP.
1
24"x38" RA 24"x38" RA
40"x
38"
RA
RTU-F102A RTU-F102B
40"x
38"
RA
3
7 87 8
9
10 10
10
11 11 11 11
13
36"x
30"
SA
36"x
30"
SA
RTU-F102A RTU-F102B
40"x
38"
RA
40"x
38"
RA
24"x38" RA 24"x38" RA
36"x
30"
SA
36"x
30"
SA
1 1/4"ø G1 1/4"ø G
6
12
HVAC PLAN KEYED NOTES
1. GRILLE, REGISTER, AND/OR DIFFUSER IN THIS LOCATION IS TOBE PAINTED CUSTOM COLOR. COORDINATE COLOR WITHARCHITECT.
2. SUPPLY DUCT IN THIS LOCATION IS TO BE DOUBLE WALL SPRIALDUCT. SEE SPECIFICATIONS FOR ACCEPTABLEMANUFACTURERS, MATERIAL, AND DUCT CONSTRUCTION.
3. COORDINATE INSTALLATION OF LOUVERS AND SUPPLY DUCTPENETRATIONS WITH ARCHITECTURAL PLANS.
4. RUN DUCT IN COVED CEILINGS, COORDINATE WITH EXISTINGLIGHTING AND SPEAKER SYSTEM.
5. ALL EXPOSED DUCTWORK IN THIS AREA IS TO BE PAINTEDCUSTOM COLOR. COORDINATE COLOR WITH ARCHITECT.
6. CONNECT TO EXISTING 2" GAS MAIN IN THIS AREA.CONTRACTOR TO VERIFY EXACT LOCATION OF 2" TIE IN POINT.
7. PROVIDE CUSTOM CURB TO ALLOW SIDE DISCHARGE FROMUNIT. SEE SCHEDULE FOR FURTHER DIRECTION.
8. COORDINATE MECHANICAL EQUIPMENT LOCATION WITHEXISTING STRUCTURE THAT WAS REINFORCED AND INSTALLEDDURING PREVIOUS PHASE OF CONSTRUCTION.
9. CONNECT BOTH RTU-F102A AND RTU-F102B TO SENSORSLOCATED IN GYM OFF OF BAS.
10. PROVIDE RIGID EXTERIOR INSULATION ON EXPOSEDDUCTWORK. SEE SPECIFICATIONS FOR MORE DETAILS.PROVIDE SLIGHT SLOPE TO INSULATION/DUCTWORK TOREDUCE POOLING OF WATER ON DUCTWORK.
11. DUCTS TO TRANSITION UP TO PENETRATE WALL AT NEW PANELLOCATIONS. DUCTWORK IS NOT TO PENETRATE EXISTINGPORTION OF WALL NOT BEING REPLACED.
12. GAS PIPING SUPPORTS TO BE EVERY 10 FEET AS PERSPECIFICATIONS. SEE SPECIFICATIONS FOR SUPPORT DETAIL.
13. DEMO EXISTING MECHANICAL SYSTEM IN THIS AREA IN ITSENTIRETY INCLUDING BUT NOT LIMITED TO DUCTWORK,EQUIPMENT, HANGERS, ETC. COORDINATE REMOVAL OFSYSTEM WITH ALL TRADES AND OWNER. EXISTINGCONFERENCE PANELS AND SCORE BOARD LOCATED ONDUCTWORK TO BE REMOVED AND KEEP IN TACK FOR FUTUREINSTALLATION BY CONTRACTOR/OWNER. CONTRACTOR ISRESPONSIBLE FOR VERIFYING EXTENT OF EXISTING SYSTEMTO BE REMOVED.
GENERAL NOTES, HVAC
1. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ANY COSTSASSOCIATED WITH CHANGES NEEDED AS A RESULT OF USINGEQUIPMENT DIFFERENT THEN THE BASIS OF DESIGN.
2. COORDINATE DUCT PENETRATIONS THRU WALLS, ROOFS, ORCEILING WITH ALL TRADES.
3. ROUTE ALL DUCTS AND PIPING IN EXPOSED AREAS AS HIGH ASPOSSIBLE.
4. SEE ARCHITECTURAL SHEETS AND OTHER DISCIPLINES FORADDITIONAL PROJECT INFORMATION.
5. PLANS DO NOT INCLUDE ALL OFFSETS FOR COORDINATION WITHDUCT, PIPING, LIGHTING & STRUCTURAL SYSTEMS. PROVIDEALLOWANCES FOR REQUIRED OFFSETS.
6. THE SUPPLY RUNOUT TO A DIFFUSER IS NOTED BY THE NECKSIZE GIVEN ON PLAN UNLESS OTHERWISE NOTED.
7. COORDINATE DUCT ROUTING TO AVOID RUNNING DUCTSDIRECTLY ABOVE ELECTRICAL WIRING AND EQUIPMENT.
8. REFER TO MECHANICAL DETAIL SHEETS FOR FURTHERINFORMATION. DETAILS ARE NOT NECESSARILY REFERENCEDON PLANS BUT DO APPLY.
9. IT IS ACCEPTABLE TO SUBSTITUTE SPIRAL DUCTWORK FORRECTANGULAR DUCTWORK AS CONTRACTOR'S OPTION.CLEARANCE IN CEILING PLENUMS MUST BE ACCEPTABLE TOOWNER AND ENGINEER.
10. PROVIDE ALLOWANCES FOR BOTH DUCTWORK OFFSETS ANDADDITIONAL ELBOWS. THIS IS DUE TO MANY BUILDING ANGLES.
11. PROVIDE 3X3X1/4" ANGLE FRAMING AT ALL OPENINGS 12" ORLARGER AT METAL DECK UNLESS OTHERWISE NOTED. PROVIDEPROPER STRUCTURAL SUPPORT FOR PENETRATIONS THRUMASONRY WALLS. SEE STRUCTURAL PLANS FOR FURTHERDETAILS AND INFORMATION.
12. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FIELDVERIFYING METHODS OF BRINGING IN MECHANICAL EQUIPMENTTHROUGH BUILDING INTO MECHANICAL ROOMS.
13. PROVIDE SENSORS AS REQUIRED BY CONTROLS TO SATISFYSEQUENCES AND DDC POINTS. NOT ALL REQUIRED SENSORSARE SHOWN ON PLAN. COORDINATE WITH CUH'S, UH'S RACU'SETC.
14. ALLOW FOR DUCT TRANSITION FROM OUTLET OF EQUIPMENT TODUCT SIZE SHOWN ON PLAN.
15. CARE SHALL BE TAKEN IN THE ARRANGEMENT OF THEMECHANICAL COMPONENTS WITHIN THE MECHANICAL TO ALLOWSUFFICIENT SERVICE ACCESS TO CONTROLS, COMPRESSORS,REFRIGERATION COMPONETNS, FILTERS, BLOWER & BLOWERMOTOR.
16. PROVIDE ALL MATERIALS & EQUIPMENT & PERFORM ALL LABORREQUIRED TO INSTALL COMPLETE & OPERABLE SYSTEM ASINDICATED ON THE DRAWINGS, AS SPECIFIED & AS REQUIRED BYCODE.
17. SHEET METAL CONTRACTOR IS NOT ALLOWED TO END SUPPLYDUCT MAIN WITH AN ENDCAP THAT EXCEEDS 6" BEYOND THELAST TAKEOFF.
18. LOCATE EQUIPMENT WITH APPROPRIATE MAINTENANCECLEARANCE FROM JOISTS/WALLS.
19. PROVIDE WIRE GUARD OVER ALL THERMOSTATS, SENSORS, &HUMIDISTATS LOCATED IN PUBLIC SPACES OTHER THANINDIVIDUAL CLASSROOMS AND OFFICES. (IE: HALLWAYS ANDGYMNASIUM.)
20. WHEN MOUNTING OR LOCATING EQUIPMENT COORDINATE WITHALL DISCIPLINES TO ALLOW REQUIRED SPACE NEEDED FOR COILPULL, EQUIPMENT REMOVAL WITHOUT PIPE MAIN REMOVAL, ETC.TO FACILITATE REMOVAL OF THIS EQUIPMENT IN FUTURE.
21. ALL BRANCHES FROM MAINS ARE TO HAVE 45° ENTRY FITTINGS(NO 90° SPIN-IN'S OR CONICAL TAPS). PROVIDE LATERALS,RADIUS FITTINGS AS SHOWN.
22. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DUCT ANDVAV LOCATIONS WITH EXISTING STRUCTURE IN EXISTINGBUILDING AREAS.
23. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DIFFUSERLOCATIONS WITH EXISTING CEILINGS IN EXSITING BUILDING AREASNOT BEING PROVIDE WITH NEW CEILINGS. SEE ARCHITECTURALPLANS FOR DETAILS.
24. DUCT ROUTING MUST BE COORDINATED TO AVOID LIGHTING INEXISTING BUILDING AREAS AS PLENUM IS TIGHT.
25. CONTRACTOR IS RESPONSIBLE TO COORDINATE ACCESSLOCATIONS FOR ALL EQUIPMENT/DAMPERS/VALVES ASREQUIRED.
26. DUCT SIZES SHOWN ON PLANS ARE FREE AREA REQUIRED.INSULATION IS NOT CONSIDERED IN SIZING SHOWN.
27. CONTRACTOR IS RESPONSIBLE FOR COORDINATION ANDRELOCATING EXISTING CONDITIONS AS REQUIRED TO INSTALLNEW SYSTEM AS SHOWN.
DIFFUSER (SUPPLY)
GRILLE (RETURN)
WALL REGISTER
SLOT DIFFUSER
SUPPLY ARROW
RETURN ARROW
EXHAUST ARROW
RECTANGULAR DIFFUSER INDICATIONSHOWING CFM
ROUND DIFFUSER INDICATIONSHOWING CFM
RECTANGULAR GRILLE INDICATIONSHOWING CFM
RECTANGULAR REGISTER INDICATIONSHOWING CFM
FIRE DAMPER
SMOKE DAMPER
FIRE/SMOKE DAMPER
BACKDRAFT DAMPER
GRAVITY DAMPER
MOTORIZED DAMPER
VOLUME DAMPER
SECURITY BAR
THERMOSTAT - WALL MOUNTED
THERMOSTAT - CEILING MOUNTED
CARBON MONOXIDE SENSOR - WALL MOUNTED
CARBON MONOXIDE SENSOR - CEILING MOUNTED
CARBON DIOXIDE SENSOR - WALL MOUNTED
HUMIDISTAT - WALL MOUNTED
HUMIDISTAT - CEILING MOUNTED
TEMPURATURE SENSOR - WALL MOUNTED
TEMPURATURE SENSOR - CEILING MOUNTEDS
S
H
H
CO2
CO
CO
T
T
BD
FS
S
F
R-112"x12"
200 CFM
G-112"x12"
200 CFM
D-112" Ø
200 CFM
D-112"x12"
200 CFM
HVAC
PIPING - HEATING
24"x12"TYPICAL DUCT - SIZE AS INDICATED(WIDTH / DEPTH) SIZE INDICATES FREE AREA
MITERED ELBOW WITH VANES
MITERED ELBOW WITHOUT VANES
RADIUS ELBOW
TEE WITH VANES
TEE WITH RADIUS
ROUND DUCT UP
SUPPLY DUCT UP
RETURN DUCT UP
EXHAUST DUCT UP
ROUND DUCT DOWN
SUPPLY DUCT DOWN
RETURN DUCT DOWN
EXHAUST DUCT DOWN
FLEXIBLE CONNECTION
TRANSFER DUCT
SUPPLY AIR - SINGLE LINE
RETURN AIR - SINGLE LINE
EXHAUST AIR - SINGLE LINE
OUTSIDE AIR - SINGLE LINE
SINGLE LINE REDUCER
SINGLE LINE FLEX DUCT
NEW TO EXISTING CONNECTION POINT
PLUMBING
SA
RA
EA
OA
CWS
CWR
HCS
HCR
CS
CR
WLS
WLR
RL
RS
RHG
RD
CD
G
SCW
SHW
T
DI
DE
CD
VAC
LV
MV
N
CO2
N2O
OX
LOX
A
LA
MA
LS
HWS
HWR
HTWS
HTWR
MTWS
MTWR
LPS
LPR
HPS
HPR
FOS
FOR
FOV
CW
110 HW
140 HW
110 HWC
140 HWC
SD
SD
OSD
OSD
V
VBF
AW
LOW TEMP HOT WATER SUPPLY
LOW TEMP HOT WATER RETURN
HIGH TEMP HOT WATER SUPPLY
HIGH TEMP HOT WATER RETURN
MEDIUM TEMP HOT WATER SUPPLY
MEDIUM TEMP HOT WATER RETURN
LOW PRESSURE STEAM SUPPLY
LOW PRESSURE STEAM RETURN
HIGH PRESSURE STEAM SUPPLY
HIGH PRESSURE STEAM RETURN
FUEL OIL SUPPLY
FUEL OIL RETURN
FUEL OIL VENT
CHILLED WATER SUPPLY
CHILLED WATER RETURN
HOT/CHILLED WATER SUPPLY
HOT/CHILLED WATER RETURN
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
WATER LOOP SUPPLY
WATER LOOP RETURN
REFRIGERANT LIQUID
REFRIGERANT SUCTION
REFRIGERANT HOT GAS
REFRIGERANT DISCHARGE
CONDENSATE DRAIN
GAS
SOFT COLD WATER
SOFT HOT WATER
TEMPERED
DISTILLED WATER
DEIONIZED WATER
CONDENSATE DRAIN
VACUUM
LABORATORY VACUUM
MEDICAL VACUUM
NITROGEN
CARBON DIOXIDE
NITROUS OXIDE
OXYGEN
LIQUID OXYGEN
COMPRESSED AIR
LABORATORY COMPRESSED AIR
MEDICAL COMPRESSED AIR
LAWN SPRINKER
DOMESTICE COLD WATERORDOMESTIC COLD WATER
110°F DOMESTIC HOT WATER
140°F DOMESTIC HOT WATER
DOMESTIC HOT WATER (GENERIC)
110°F DOMESTIC HOT WATER RECIRULATING
140°F DOMESTIC HOT WATER RECIRCULATING
DOMESTIC HOT WATER RECIRC (GENERIC)
STORM DRAIN ABOVE FLOOR
STORM DRAIN BELOW FLOOR
OVERFLOW STORM DRAIN ABOVE FLOOR
OVERFLOW STORM DRAIN ABOVE FLOOR
SANITARY WASTE ABOVE FLOOR
SANITARY WASTE BELOW FLOOR
VENT
VENT BELOW FLOOR
ACID WASTE BELOW FLOOR
XX
GCO
FCO
WCO
CO CLEAN OUT
WALL CLEAN OUT
FLOOR CLEAN OUT
FLOOR DRAIN / FLOOR SINK
ROOF DRAIN / OVERFLOW ROOF DRAIN
RISER ID
DOWNSPOUT NOZZLE
WALL HYDRANT
HOSE BIB
ALIGNMENT GUIDE
PIPE ANCHOR
EXPANSION JOINT
PIPE CAP
PIPE UP
PIPE DOWN
PIPE TEE, UP
PIPE TEE, DOWN
UNION
DIRECTION OF PIPE PITCH
AQUASTAT
WATER HAMMER ARRESTER
ANESTHESIA EVACUATION
MEDICAL COMPRESSED AIR OUTLET
DEINONIZED WATER OUTLET
DISTILLED WATER OUTLET
NATURAL GAS OUTLET
NITROGEN OUTLET
NITOUS OXIDE OUTLET
OXYGEN OUTLET
VACUUM OUTLET
NEW TO EXISTING CONNECTION POINT
FIRE PROTETION WATER SUPPLY
SPRINKLER MAIN
ALARM VALVE, WET
ALARM VALVE, DRY
FIRE PROTECTION RISER
FIRE DEPARTMENT CONNECTION
GRADE CLEAN OUT(DOUBLE CLEAN OUT)
X
A
A
D
D
G
N
N
V
O
S
E
F
SM
FS
PS
SPRINKLER HEAD, PENDANT
SPRINKLER HEAD, UPRIGHT
SPRINKLER HEAD, SIDE WALL
FLOW SWITCH
PRESSURE SWITCH
OS&Y VALVE
VALVES AND FITTINGSEXPANSION LOOP
BALANCING VALVE
BALANCING VALVEWITH METERING POINTS
BALL VALVE
BUTTERFLY VALVE
VALVE (GENERIC)
CHECK VALVE
CONCENTRIC REDUCER
ECCENTRIC REDUCER
STEAM TRAP
FLEXIBLE CONNECTION
FLOW DIRECTION
GATE VALVE
GLOBE VALVE
MANUAL AIR VENT
AUTOMATIC AIR VENT
PLUG VALVE
PRESSURE GAUGE
SOLENOID VALVE
ANGLE VALVE
AUTOMATIC CONTROL VALVE 2-WAY
AUTOMATIC CONTROL VALVE 3-WAY
AUTOMATIC FLOW CONTROL VALVE
STRAINER
PRESSURE AND TEMPURATURETEST PORT
THERMOMETER
PUMP (GENERIC)
PRESSURE REDUCING VALVE (WATER SYSTEMS)PRESSURE REGULATING VALVE (GAS SYSTEMS)
RELIEF VALVE
P T
MECHANICAL SYMBOLS
PIPING - A/C & REFR
FIRE PROTECTION
OS&Y VALVE (INDICATING)
AW ACID WASTE ABOVE FLOOR
M
GD
BARAMETRIC RELIEF DAMPERRD
VOLUME DAMPERVD
AIRFLOW MEASUREMENT STATIONAFMS
DIFFERENTIAL PRESSURE SENSOR(DUCT MOUNTED)
DP
STATIC PRESSURE SENSOR(DUCT MOUNTED)
SP
DUCT SMOKE DETECTOR
CARBON DIOXIDE SENSOR - CEILING MOUNTEDCO2
NITROGEN DIOXIDE SENSOR - WALL MOUNTEDNO2
NITROGEN DIOXIDE SENSOR - CEILING MOUNTEDNO2
OPPOSED DAMPER
PARALLEL DAMPER
AV ACID VENT
PRESSURE REDUCING DAMPERPR
FLOW MEASURING DEVICE
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
TRANSFER AIR - SINGLE LINETA
LINED TRANSFER DUCTLTD
PRESSURE SENSOR - WALL MOUNTED
PRESSURE SENSOR - CEILING MOUNTEDP
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NORTHSCALE: 1/8" = 1'-0"
HVAC PLAN, FIRST LEVEL - AREA F
NORTHSCALE: 1/8" = 1'-0"
MECHANICAL PLAN, ROOF LEVEL - GYM
FRAMING
METAL FRAME PACKED WITHLOOSE GLASS FIBER &CAULKED ON BOTH SIDES
METAL SLEEVE WITH 0.5-IN.ANNULAR JOINT PACKEDWITH GLASS FIBER &CAULKED ON BOTH SIDES
STUD OR METAL PANEL WALL
MASONRY OR CONCRETE WALL
*NOTE: TYPICAL AT PENETRATION THROUGH SOUND WALLS, EQUIPMENTROOM WALLS, FIRE WALLS, ETC. PROVIDE ESCUTCHEONS OR ANGLEDCLOSURE STRIPS WHERE PENETRATIONS ARE EXPOSED TO VIEW.
HANGER CLAMP OR BAND
BOLT
STRAP OR ANGLE
NUT
ANGLE
ROD
DUCT
LONG FLAT SPANS ON OVAL DUCT HAVE ATENDENCY TO SAG. OVAL DUCT WITH AMAJOR AXIS OF 42 INCHES OR MORE SHALLBE REINFORCED PER SMACNA HVAC DUCTCONSTRUCTION STANDARDS TYPE 2.
CHANNEL OR ANGLE
NOTES:1. DO NOT EXCEED ALLOWABLE LOAD LIMITS OF ANY OR ALL OF THE INDIVIDUAL TRAPEZE PARTS.2. DO NOT PENETRATE DUCT OR DUCT INSULATION VAPOR BARRIER WHEN SECURING HANGERS TO DUCTWORK. EVENTUALLY
THE PENETRATIONS WILL LEAK.3. USE HANGER CLAMPS OR BANDS FOR ROUND DUCTS AS ROUND DUCT TENDS TO DEFORM ON TRAPEZE HANGERS.4. TEARS, PUNCTURES, ETC. SHALL BE REPAIRED WITH TAPE OR MASTIC TO MAINAIN THE INTEGRITY OF THE VAPOR BARRIER.5. DO NOT USE ANY STRAP HANGERS WITH SCREWS ON ANY DUCTWORK THAT IS EXTERNALY WRAPPED.
PROVIDE SLIGHT SLOPE TO ALLOW ANY DRAINAGE
DO NOT FASTEN ANY SCREWS INTO AIRSTREAM (INNER DUCT)
CRIMP CORNERS - DO NOT FASTEN INTOINSULATION AND INNER DUCT LAYERS
LAYER 1: DOUBLE-WALL DUCT WITH 2" THICK -1 1/2# CU. FTPERFORATED INTERNAL LINER. CONSTRUCTED WITH TDC ENDTREATMENTS
LAYER 2: .016 STUCCO EMBOSSED ALUMINUMLAGGING (PRE-FINISHED) AND PAINTED LAGGING SAMECOLOR AS EXISTING BUILDING FLASHING. INSTALLTIGHT AROUND DOUBLE-WALL OUTER LAYER TO AVOIDSAGGING OR BENDING. PROVIDE COLOR SAMPLEDURING SHOP DRAWING PHASE.
MODIFICATIONS TO THIS DETAIL MUST BEREQUESTED TO ENGINEER PRIOR TO BIDDING.CONTRACTORS TO COORDINATE WORKSCOPES DURING BIDDING PHASE TO ENSUREALL LAYERS SHOWN ARE ACCOUNTED INBIDDING.
THIS DETAIL APPLIES TO ALL DUCTWORK LOCATED"OUTDOORS" AND ALSO SOUND ATTENUATORS LOCATED"OUTDOORS"
PROVIDE SMACNA STANDARD DUCTSUPPORTS FOR DUCTS ON ROOF/VERTICALWALL/OR GROUND SLAB (AREA WELL)
CONTRACTOR TO PROVIDE A "MOCK-UP" OF TYPICAL INSTALLATION PRIOR TO FABRICATINGUP ON ROOF LEVEL (FOR ARCHITECT/ENGINEER REVIEW). THIS EXAMPLE IS TO INCLUDE DUCTJOINT/FITTING TO REVIEW.
ROOF STRUCTURE
UNISTRUT,WELDED ORBOLTED TO ROOFTRUSS
WELDED SEAMEDSPIRAL DUCT
EXTERNAL WARP INSULATION(WHERE CONCEALED)DOUBLE-WALL (WHEREEXPOSED)
DIFFUSER
DUCT TO BE MOUNTEDAS HIGH AS POSSIBLE.CL
DIFFUSER
DIFFUSER (SEESCHEDULE FORMOUNTING ANGLE30°, 45°, 90°, ETC.)
DUCT HANGER SIMILARTO SMACNA FIG. 4.436" DIA HANGER. FINALAPPROVAL BY ARCHITECT.
COORDINATE WITH LIGHTING WHEN ROUTING DUCT OR PLACING GRILLES. DO NOT PLACE GRILLES WHERE AIRFLOWIS DIRECTLY AT LIGHTS. COORDINATE WITH ELECTRICAL PRIOR TO HANGINGDUCTMAIN AND PLACING GRILLES
EXISTING CONCRETEON CMU WALL
STEEL ANGLESEE SCHEDULE
DRILL & EPOXY 1/2" DIAANCHORS W/ 4" MINEMBED @ 1'-4" O.C. EASIDE, STAGGERED. WHEREINDICATED ON SCHEDULE.
NEW MECH DUCTWORKSEE MECH DRAWINGS
EXISTING MASONRYWALL
GROUT ALL UNGROUTEDCORES/VOIDS SOLID
STEEL ANGLESEE SCHEDULE
MASONRY
OPENING
SIZE
UP T 4'-0"
OVER 4'-0"TO 5'-4"
OPENINGSOVER 5'-4"
LINTEL SIZE
2-L4"x3 1/2"x5/16" (LLV)NO BOLTS
2-L6"x4"x5/16" (LLV)WITH BOLTS
USE W8x18, SEE TYPSTL LINTEL DETAILS
NOTE:1. PROVIDE 8" MINIMUM BEARING @ EA END OF OPENING FOR STEEL LINTEL.
2. CUT SLOTS IN CONCRETE OR MASONRY FOR LINTELS & INSTALL ON EACH SIDE OF WALL PRIOR TO REMOVING WALL FOR DUCT OPENING.
3. COORDINATE W/ MECHANICAL CONTRACTOR THE EXACT SIZE AND LOCATION OF THE DUCT PENETRATION. IF REQUIRED OPENING IS GREATER THAN 5'-0" CONTACT STRUCTURAL ENGINEER.
SECTION SCHEDULE
ELEVATIONA
B C
BNOTES:
1. CURB & ROOF OPENING EXACT DIMENSIONS SHALL BEDETERMINED BY UNIT MFR. COORDINATE WITH STRUCTURALREQUIREMENTS
2. MOUNT TOP OF CURB LEVEL. VERIFY ROOF SLOPE &FABRICATE CURB ACCORDINGLY
FAN, PENTHOUSE, ORROOF TOP UNIT
GASKET BY FACTORY
WOOD NAILER
3"
26 GA. CAP FLASHING
ROOF
ROOF INSULATION
ROOF DECK
TREATED WOODBLOCKING
12" MINIMUM ORAS LISTED IN
SPECIFICATIONOR SCHEDULE
PRE-FABRICATEDINSULATED ROOFCURB
ROOF / FLOOR
6"6"
OPTIONAL ROUTING INCONCEALED AREAS
ROUND SUPPLYAIR DUCT
PARALLEL TO JOIST
ROOF / FLOOR
ANGLE OR UNISTRUT
LOAD RATED(MAX. 36" Ø)
LOADS MUST BEHUNG WITHIN 6"OF PANEL POINTS
LOAD RATED(MAX. 24" Ø)
BOTTOM OFSTRUCTURE
TWIST STRAP
16 GA. GALV. STEELBAND (2" WIDE)
ROUND DUCTPERPENDICULAR TO JOIST
NOTE:
1. FOR DUCTS LARGER THAN 36"Ø, USE TWO HANGER RODS, WIRES OR STRAPSTO SUPPORT DUCT FROM EACH SIDE
PLAN
MARK
RTU-F102A
RTU-F102B
MECHANICAL NOTES:
1. PROVIDE STAINLESS STEEL BURNER W/ MODULATING GAS CONTROL.
2. PROVIDE STAINLESS STEEL DRAIN PANS.
3. PROVIDE ECONOMIZER CAPABILITIES WITH 100% POWERED EXHAUST.
4. FURNISH FACTORY-WIRED FOR SINGLE-POINT POWER CONNECTION TO UNIT-MOUNTED DISCONNECT.
5. PROVIDE FACTORY-INSTALLED/WIRED NEMA 5-20R GFI WEATHERPROOF RECEPTACLE FOR 120V FIELD CONNECTION BY E.C.
6. PROVIDE ACOUSTICAL SOLID BOTTOM CURB.
7. PROVIDE CONDENSATE DRAIN P-TRAP PER DETAIL 12/M5.1.
8. COOLING CAPACITIES BASED UPON 95°F DB AND 78°F WB OUTSIDE AIR TEMPERATURE.
9. HEATING CAPACITIES BASED UPON -15°F OUTSIDE AIR TEMPERATURE.
10. PROVIDE WITH FACTORY INSTALLED CONTROLS & BACNET INTERFACE CARD.
11. PROVIDE MODULATING HOT GAS REHEAT WITH DEHUMIDIFICATION CONTROL.
12. PROVIDE CUSTOM ROOF CURB FABRICATED TO ACCOMMODATE SIDE DISCHARGE OF SUPPLY/RETURN AIR AS SHOWN ON DRAWINGS. SUPPY/RETURN AIR DUCT NOT TO BE REDUCED MORE THAN 5% IN SIZE BASED ON WORSE CASE FROM UNIT THROUGH CURB.
ROOFTOP AIR HANDLING UNIT SCHEDULE
SERVICE
MAIN GYM
MAIN GYM
TOTAL
CFM
12,000
12,000
OA
CFM
4,600
4,600
ESP
(IN.)
1.50
1.50
MOTOR DATA
HP
15
15
SUPPLY FAN
V
460
460
PH
3
3
VFD
REQ'D
YES
YES
CFM
12,000
12,000
ESP
(IN.)
0.50
0.50
MOTOR DATA
HP
3
3
EXHAUST FAN
V
460
460
PH
3
3
GENERAL MECHANICAL NOTES:
A.
VFD
REQ'D
YES
YES
THE CONTRACTOR FURNISHING THIS EQUIPMENT SHALL BE FULLY RESPONSIBLE FOR THE ADDITIONAL COST
ASSOCIATED WITH ANY DEVIATION FROM THE SCHEDULE THAT REQUIRES THE ELECTRICAL PROVISIONS TO
BE MODIFIED. THIS CONTRACTOR SHALL CLEARLY IDENTIFY SUCH DEVIATIONS ON THE SHOP DRAWINGS
AND COORDINATE ELECTRICAL MODIFICATIONS DIRECTLY WITH THE ELECTRICAL CONTRACTOR.
TYPE
NAT GAS
NAT GAS
HEATING SECTION DATA
TOTAL
INPUT
(MBH)
810
810
TOTAL
OUTPUT
(MBH)
648
648
EAT
DB(°F)
64
64
LAT
DB(°F)
114
114
EAT
DB/WB
(°F)
77/65
77/65
EVAPORATOR DATA
SENSIBLE
CAPACITY
(MBH)
280
280
TOTAL
CAPACITY
(MBH)
375
375
NO. OF
ROWS
6
6
COMPRESSOR DATA
NO.
4
4
RLA
(EACH)
(2) @ 12.6/ (2) @ 12.2
(2) @ 12.6/ (2) @ 12.2
REFR.
TYPE
410-A
410-A
CONDENSER DATA
FAN
NO.
4
4
FAN
HP
0.75
0.75
ENERGY RECOVERY WHEEL
MODEL
(2) - ERC-5262C
(2) - ERC-5262C
DEFROST
YES
YES
V
460
460
PH
3
3
ELECTRICAL DATA
MCA
TOTAL
94
94
FLA
TOTAL
89
89
MOCP
TOTAL
110
110
FILTER: QTY
8
8
BASIS OF DESIGN
AAON RN-031
AAON RN-031
MECH
NOTES
1,2,3,4,5,6,7,8,9,10,11,12
1,2,3,4,5,6,7,8,9,10,11,12
MARK
L-F101
L-F102
L-F103
L-F104
MECHANICAL NOTES:
1. FURNISH WITH OPTIONAL BIRD SCREEN.
2. FURNISH UNIT WITH EXTENDED SILL OPTION.
LOUVER SCHEDULE
LOCATION
GYMNASIUM F135
GYMNASIUM F135
GYMNASIUM F135
GYMNASIUM F135
SERVES
RTU-F102A RETURN
RTU-F102A RETURN
RTU-F102B RETURN
RTU-F102B RETURN
TYPE
EXTRUDED ALUMINUM FIXED BLADE
EXTRUDED ALUMINUM FIXED BLADE
EXTRUDED ALUMINUM FIXED BLADE
EXTRUDED ALUMINUM FIXED BLADE
CFM
6,000
6,000
6,000
6,000
VELOCITY
(FPM)
650
650
650
650
MAX
MAX PD
(IN WG)
0.10
0.10
0.10
0.10
FINISH
KYNAR- CUSTOM COLOR: PER ARCHITECT
KYNAR- CUSTOM COLOR: PER ARCHITECT
KYNAR- CUSTOM COLOR: PER ARCHITECT
KYNAR- CUSTOM COLOR: PER ARCHITECT
W
(IN)
48"
48"
48"
48"
SIZE
H
(IN)
60"
60"
60"
60"
D
(IN)
1-1/2"
1-1/2"
1-1/2"
1-1/2"
BASIS OF DESIGN
GREENHECK ESJ-150
GREENHECK ESJ-150
GREENHECK ESJ-150
GREENHECK ESJ-150
MECH
NOTES
1,2
1,2
1,2
1,2
MARK
D-5
MECHANICAL NOTES:
1. CONTRACTOR SHALL COORDINATE MOUNTING AND SURFACE CONSTRUCTION PRIOR TO FURNISHING MATERIAL.
SEE PLANS FOR LOCATION, NECK SIZE AND CFM
2. PROVIDE WITH OPTIONAL DAMPER.
3. COLOR OF GRILLE, REGISTER, OR DIFFUSER IS TO BE WHITE UNLESS NOTED OTHERWISE ON PLANS.
4. INSTALL DIFFUSER AT 45° ANGLE. SEE DETAIL 22/M6.1.
DIFFUSER, REGISTER & GRILLE SCHEDULE
STATIC PD
(IN WG)
0.1
MAX
NC
(DECIBELS)
20
MAX
MATERIAL
STEEL
DAMPER
(Y/N)
Y
TYPE
DUCT
FRAME
FINISH
WHITE
BASIS OF DESIGN
TITUS DL-SV (30x6)
NOTES
1,2,3,4
MECH
NOTE: PREFABRICATED SUPPORT UNITS SHALLBE MODEL PP10 WITH ROLLER, MANUFACTUREDBY PORTABLE PIPE HANGERS, INC.TELEPHONE NO. 713-672-5088
MANUFACTURERAPPROVEDWALKWAY PAD
NOTE: SUPPORT SHALL ALLOW FOREXPANSION AND CONTRACTION OFPIPE. QUANTITY AND SPACING SHALLBE DETERMINED IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONSFOR SIZE OF PIPE TO BE SUPPORTED
RTU-F102B
RTU-F102A 36"ø SA
34"ø SA
32"ø SA
30"ø SA
28"ø SA
26"ø SA
22"ø SA
16"ø SA
16"ø SA
22"ø SA
26"ø SA
28"ø SA
30"ø SA
32"ø SA
34"ø SA
36"ø SA
36"x
30"
SA
L-F10348"x60"
6000 CFM
L-F10248"x60"
6000 CFM
L-F10148"x60"
6000 CFM
L-F10448"x60"
6000 CFM
24"x38" RA
24"x
38" R
A
D-530" x 6"
750 CFMTYP 32
Arc
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:43:0
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3102-0
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RE
NO
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ME
CH
AN
ICA
L D
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S &
SC
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DU
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SM6.1
20
16
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NO SCALEM6.1
11 DUCT PENETRATION THROUGH WALLNO SCALEM6.1
12 DUCTWORK HANGERSNO SCALEM6.1
14
DUCTWORK INSULATION, PAINTING, AND, ALUM LAGGINGDETAIL
NO SCALEM6.1
15 LINEAR DIFFUSER MOUNTING
NO SCALEM6.1
24 LINTEL OVER MECH PENETRATIONNO SCALEM6.1
23 ROOF CURB DETAIL (TYP.)NO SCALEM6.1
26 ROUND DUCT SUPPORT DETAILNO SCALEM6.1
21 ROOF PIPING SUPPORT
NO SCALEM6.1
44 GYM ISO VIEW
WAP
WAP
CV
WAPWAP
WAP
CV
CV
CV
WAP
WAP
J
J
J
J
J
J
J
J
J
JJ
WA
P
JJ
JJ
J
J
J
J
JJ
JJ
J
JJ
JJ
J
H7L8
TL8
GENERATORTAP BOX
TS
GH1
GL1
TGL1
7
WP/GFI
12
8
4
7
1414
10
12
8
10
9
4
6
7
4
68
6
7
9
4
6
10
WP/GFI
9
16
9
18GFI
14
9
16
14
16
10
10
GFI
42"/GFI
GFI
2
9
11
9
9
42"/GFI
42"/GFI
11
9
10
7
7
7
GFI
12
10
17
15
7
9
GFI
GFI
12
12
13
15
17
2
7
CD
EXISTING SWITCHBOARD HD2
LD2
TLD2
SD1SD2
CD
CD
CD
LF(OLDER)
LE(OLDER)
12
EXISTING PANEL L9
13
7
CD
9
29
24
WM
9
7
7
15
5'-6"
N
4
4
#10 AWG
12 10 12
12 10
10
12
14
8
14 14
16
16
2
2
4
2
2
2
4
6
6
L12-16
#10 AWG #10 AWG #10 AWG #10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
#10 AWG
9
8
TO CTRL#10 AWG
27
24
WM
25
24
WM
23
24
WM
GCP
#10 AWG
TO CTRL#10 AWG
#10 AWG
TO CTRL#10 AWG
#10 AWG
TO CTRL#10 AWG
#10 AWG
EXISTING PANEL L13
FUTURE L13 (B)
8GFI
5
29
DA
29
DA
19
19
19
19
EXIST A2
12
26
36
11
13
COORDINATE EXACT SCOREBOARD POSITIONAND HEIGHT WITH SCOREBOARD INSTALLERPRIOR TO ROUGH-IN.
COORDINATE EXACT SCOREBOARD POSITIONAND HEIGHT WITH SCOREBOARD INSTALLERPRIOR TO ROUGH-IN.
7
WM
TO CTRL#10 AWG
#10 AWG
7
WM
6
L9-37
M
M
M
M
M
L13-37
6
M
M
M
M
M
L9-26
2
10 L9-26
2
10
RTU-F102A RTU-F102B
1 1
9
EXISTING FIRE ALARM CONTROLPANEL (SUB-PANELS)
34
P
D
5
P
D
5
P
D
5
P
D
5
3
X
14
X
14
X
8
L9-28 10
TO CTRL#10 AWG
#10 AWG
L9-30 10
#10 AWG
L13-35 10
11
12
X
XXXX
15 15 15 15 15 15
16 16
EXISTING I.T. EQUIPMENT RACK (IDF)LOCATED IN MEZZANING ABOVE.
13
12
H2 EL1 UPS
FACP
KEYED NOTES, ELECTRICAL
1. PACKAGED ROOFTOP HVAC UNIT: SEE SCHEDULE ON E2.1FOR ELECTRICAL PROVISIONS.
2. FACTORY-INSTALLED GFI RECEPTACLE: SUPPLIED WITHPACKAGED HVAC ROOFTOP UNIT. ELECTRICAL CONTRACTORTO PROVIDE SEPARATE 120 POWER CONNECTION. RUN #12AWG CONDUCTORS IN 3/4" CONDUIT. ROUTE CIRCUITTHROUGH ROOF-CURB.
3. INTERFACE WITH EXISTING FIRE ALARM SYSTEM TO PROVIDEFAN SHUTDOWN VIA ADDRESSABLE CONTROL MODULE ANDPOWER RELAY. SEE RTU EQUIPMENT SCHEDULE AND FIREALARM OPERATIONS MATRIX. ALL NEW MATERIALS ANDPRODUCTS, INCLUDING CABLING, AND INSTALLATION SHALLBE EQUIVALENT TO AND CONSISTENT WITH THE EXISTINGINSTALLATIONS IN THIS FACILITY. INSTALL, COMMISSION,TEST, AND CERTIFY SYSTEM IN ACCORDANCE WITHAPPLICABLE CODES, STANDARDS, AND THE LOCALAUTHORITY HAVING JURISDICTION.
4. EXTEND EXISTING FIRE ALARM SYSTEM TO ACCOMMODATENEW DUCT-TYPE SMOKE DETECTORS AND FAN SHUTDOWN.EXISTING MFR: VIGILANT (AN EDWARDS BRAND); MODEL: VMSERIES; LOCAL VENDOR/SERVICE PROVIDER: PRO ELECT /PATRICK PETERSEN / [email protected] / 712-284-2745.MAIN FACP IS LOCATED IN THE MAIN I.T. EQUIP ROOM (NOTSHOWN ON PLAN).
5. FURNISH AND INSTALL A NEW ADDRESSABLE ANALOG-SENSING DUCT-TYPE (D) PHOTOELECTRIC (P) SMOKEDETECTOR (VIGILANT GSA-SD) WITH AIR-SAMPLING TUBE ANDREMOTE TEST/STATUS INDICATOR STATION (VIGILANT SD-TRK). PROVIDE WEATHERPOOF HOUSING FOR OUTDOORSDUCT. COORDINATE ALL REQUIREMENTS PRIOR TO BIDDING.
6. MOTORIZED TELESCOPING BLEACHERS: PROVIDE 120/208V,3PH, 4W+G, CONSISTING OF #10 AWG CONDUCTORS IN 3/4"CONDUIT. PROVIDE 3W+G IF SELECTED BLEACHER MFRDOES NOT REQUIRE A NEUTRAL WIRE. CONNECT TOBLEACHER CONTROLLER(S) THROUGH A SINGLE 30A/3PSAFETY DISCONNECT SWITCH MOUNTED ON THE WALLBEHIND THE BLEACHERS. EXTEND FEEDER FROMCONTROLLER(S) TO EACH BLEACHER SECTION MOTOR.PROVIDE J-BOXES AND FLEXIBLE CONNECTIONS. VERIFYLOCATIONS AND COMPLETE SCOPE OF ELECTRICALPROVISIONS WITH BLEACHER CONTRACTOR PRIOR TOBIDDING, INCLUDING MANUFACTURER'S RECOMMENDEDBREAKER RATING.
7. MOTORIZED RETRACTABLE BASKETBALL BACKSTOP:PROVIDE 120V, 1PH, 2W+G, PLUS CONTROL WIRING, ALLCONSISTING OF #10 AWG CONDUCTORS IN 3/4" CONDUIT.MANUFACTURER OF WINCH MOTOR SUPPLIES CORD, PLUG,RECEPTACLE (3P-4W TWISTLOCK NEMA L14-20R), AND 3-POSITION KEYED CONTROL SWITCH. ELECTRICALCONTRACTOR SHALL INSTALL THE RECEPTACLE IN 4"SQUARE J-BOX POSITIONED WITHIN 3-FEET OF WINCHMOTOR. INSTALL CONTROL SWITCH ON WALL (COORDINATEFINAL LOCATION WITH OWNER), AND CONNECT TO THE 4-WIRE RECEPTACLE (UP/DOWN/NEUTRAL/GROUND) PER THEMFR'S WIRING DIAGRAM.
8. SUPPLY AND INSTALL A NEW 30A/3P BREAKER (VERIFY WITHBLEACHER CONTRACTOR) IN EXISTING PANEL L9 TO SERVETHE WEST-SIDE MOTORIZED BLEACHERS. NEW BREAKERSHALL MATCH EXISTING PANEL MFR (SIEMENS), STYLE, ANDSCCR.
9. SUPPLY AND INSTALL A NEW 30A/3P BREAKER (VERIFY WITHBLEACHER CONTRACTOR) IN EXISTING PANEL L13 TO SERVETHE EAST-SIDE MOTORIZED BLEACHERS. NEW BREAKERSHALL MATCH EXISTING PANEL MFR (SIEMENS), STYLE, ANDSCCR.
10. CONNECT TO EXISTING SPARE 20A/1P BREAKER IN EXISTINGBRANCH PANEL INDICATED (VERFIY ACTUAL CIRCUITNUMBER) TO SERVE AS DEDICATED CIRCUIT FOR LOAD ORRECEPTACLE(S) INDICATED.
11. INSTALL POWER OUTLET IN FACE OF RETRACTABLEBLEACHERS (FRONT ROW AT SCORER'S TABLE). INSTALL ATOTAL OF THREE (3) 120V 20A STRAIGHT-BLADE NEMA 5-20RDUPLEX RECEPTACLES: ONE FLUSH IN BLEACHER FACE, ONEOPPOSITE TO IT SURFACE-MOUNTED FACING EAST, AND ONESURFACE-MOUNTED ON THE EAST WALL. PROVIDE PLUGS ATEACH END OF S.J.O. CORD CONNECTING THE BLEACHERRECEPTACLES TO THE WALL RECEPTACLE. SEE DETAIL ONSHEET E2.1.
12. INSTALL I.T. TELECOM OUTLET IN FACE OF RETRACTABLEBLEACHERS (FRONT ROW AT SCORER'S TABLE). PROVIDEFOUR (4) DATA NETWORK ACTIVATIONS (CAT-6 PLENUM-RATED UTP HORIZONTAL CABLING AND CONNECTORS) ATFRONT OF BLEACHERS. PROVIDE FOUR (4) STATION-CORDSIN FLEXIBLE METAL CONDUIT OR ARMORED CABLES WITHAMPLE SLACK TO CONNECT TO AN IDENTICAL OUTLET ONTHE EAST WALL OF THE GYM. CONNECT TO EXISTING I.T.RACK LOCATED ON MEZZANINE LEVEL SOUTH OF GYM. ALLNEW MATERIALS (INCLUDING CABLING, JACKS, FACEPLATES,PATCH-CORDS, ETC) AND INSTALLATION SHALL BE IDENTICALTO THE EXISTING NETWORK ACTIVATIONS (LEVITON"EXTREME STANDARD" 6+). FIELD-VERIFY PRIOR TO BIDDING.INSTALL AND TEST PER ANSI/TIA/EIA STANDARDS. PROVIDE20-YEAR CHANNEL BANDWIDTH PERFORMANCE WARRANTY.ALSO SEE DETAIL ON SHEET E2.1.
13. EXISTING I.T. EQUIPMENT RACK IS LOCATED ABOVE THISAREA ON THE MEZZANINE LEVEL. FIELD-VERIFY PRIOR TOBIDDING.
14. INSTALL NEW EXIT SIGN. CONNECT TO UNSWITCHEDPORTION OF NEAREST EXISTING BRANCH LIGHTING CIRCUIT.FIELD-VERIFY PRIOR TO BIDDING. EXIT SIGN SHALL BEEQUIVALENT TO HUBBELL DUAL-LITE SESRWEI-VTR, LED,DUAL-RATED FOR EITHER 120 OR 277 VOLTS, EMERGENCYBATTERY PER NFPA 101, SELF-DIAGNOSTICS, DIE-CASTALUMINUM, WHITE WITH RED LETTERS, ANDPOLYCARBONATE IMPACT-RESISTANT SHIELD.
15. ROUTE 1/2" IMC CONDUIT FROM MAGNETIC DOOR-POSITIONSENSOR (SECURITY CONTACT) FOR EACH DOOR LOCATED INTOP PORTION OF DOOR FRAME TO NEAREST PLENUM-SPACEABOVE AN ACCESSIBLE CEILING FOR FUTURE SECURITYCABLING INSTALLED UNDER A SEPARATE CONTRACT. ALLEXPOSED CONDUIT, FITTINGS, AND J-BOXES INSTALLEDUNDER THIS CONTRACT SHALL BE PAINTED TO MATCH WALL.
16. RELOCATED EXISTING SCOREBOARD: REMOVE EXISTING 120VPOWER CONNECTION AND EXTEND EXISTING CIRCUIT TO THENEW LOCATION. COORDINATE WITH ARCHITECTURAL PLANSAND GENERAL CONTRACTOR. FIELD-VERIFY PRIOR TOBIDDING. REMOVE HARD-WIRED CONTROLS CABLING.
Arc
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KEY PLAN
LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
A
NORTH
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NJA
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/2016 3
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dw
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rvt
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T L
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PA
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A A
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FE1.1
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16
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NORTHSCALE: 1/8" = 1'-0"
ELECTRICAL PLAN, FIRST LEVEL - PARTIAL AREAS A AND F