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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DESCRIPTION

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SIM?

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SIM

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

VE

RA

BLE

SE

AT

SR

EC

OV

ER

AB

LE S

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

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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

NE

- A

RE

A A

MA

TC

HLI

NE

- A

RE

A B

MA

TC

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- A

RE

A F

MA

TC

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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

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A F

MA

TC

HLI

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- A

RE

A B

MATCHLINE - AREA EMATCHLINE - AREA F

MA

TC

HLI

NE

- A

RE

A A

MA

TC

HLI

NE

- A

RE

A B

MA

TC

HLI

NE

- A

RE

A F

MA

TC

HLI

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- 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

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F3

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A5.1

X96

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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

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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

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3' -

8"

LET

TE

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G1'

- 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"

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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

BLE

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

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AN

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S &

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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 / PAT@PROELECT.NET / 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.

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LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET

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NORTHSCALE: 1/8" = 1'-0"

ELECTRICAL PLAN, FIRST LEVEL - PARTIAL AREAS A AND F