liberty county high school stadium - phase i

SET NO. SHEET:

COGDELL & MENDRALA ARCHITECTS, PCARCHITECTS:

LIBERTY COUNTY HIGH SCHOOL STADIUM -

PHASE I HINESVILLE, GEORGIA 31313

PROJECT NO. 2021-12

FOR

LIBERTY COUNTY SCHOOL SYSTEM

SUSTAINABLE DESIGN CONSULTANTSELECTRICAL / COMMUNICATIONS ENGINEER:

ISSUED FOR BID

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CONSTRUCTION DOCUMENTS

LIST OF DRAWINGS - ARCHITECTURAL

A0.01 GEN. PROJECT NOTES, GRAPHIC SYMBOLS, & ABBREVIATIONS

A2.01 SITE LOCATION & ELEVATION

SCHEDULE OF DRAWINGS:

LOCATION MAP:

LIST OF DRAWINGS - ELECTRICAL

E1.01 ELECTRICAL PLAN

LIBERTY

COUNTY HIGH

SCHOOL

DRAWINGTITLE TITLE OF DRAWING1

A0.1 1/8" = 1'-0"

1

2

3

4

100A

LOBBYH100

1

A0.1 SHEET NO. WHERE

DWG NO.

SHEET NO. WHERE

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.

SECT. LINESECT. IS DRAWN

SECT. IS DRAWN

DET. IS DRAWN

AREAAROUNDDASHES

DETAILED

ROOM NAME

ROOM NO.

DOOR NO.

SHEET NO. WHERE

DWG NO.

DWG NO.

DWG NO.

CENTER LINE

DOORNUMBER

PARTITION TYPE(WALL)SEE A1.0

MATCH LINE

BREAK LINE

REVISION

DIMENSION INDICATOR

1

0A

16'-0"

BUILDING SECTION

WALL OR SECTION DETAIL

PLAN OR SECTION DETAIL

ROOM NAME & NUMBER

EXTERIOR ELEVATION

NO

RTH

NORTH ARROW

1

A0.1

1

A0.1SECT. LINE

1

A0.1

S1

R1

CONSTRUCTION SUBSYSTEM(FLOOR)SEE A1.0

1

A0.1 A0.1

REVISION CLOUD

REVISION NUMBER

CONSTRUCTION SUBSYSTEM(ROOF)SEE A1.0

GLAZED OPENING TYPE(WINDOW)SEE A8.X SERIES

C1

GLAZED OPENING TYPE(STOREFRONT)SEE A8.X SERIES

GLAZED OPENING TYPE(CURTAIN WALL)SEE A8.X SERIES

S1

W1

ROOF TYPE

FLOOR TYPE

WALL TYPE

VERTICAL HEIGHT

SPOT ELEVATION

MAIN LEVEL PLAN

0' - 0"

0' - 0"

BATHROOM ACCESSORY

TBA-1

PLAN KEYNOTE 03 30 00.A CAST-IN-PLACE CONCRETE

SPECIFICATION SECTION

DESCRIPTION OF CONSTRUCTION COMPONENT

CONSTRUCTION COMPONENT AS LISTED IN LEGEND

PLAN NOTES REFERS TO CORRESPONDING NOTES ON SHEET

1

2

3

4

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.INTERIOR ELEVATION

A0.1 A0.1

1

AIR CONDITION(ING)ADMINISTRATIONABOVE FINISHED FLOORALTERNATEALUMINUMAPPROXIMATE(LY)ARCHITECT(URAL)AUTOMATICAUXILIARYAUDIOVISUAL BITUMINOUSBUILDING LINEBUILDINGBOTTOM OF STEELBOTTOM CABINETCONTROL JOINTCENTER LINECEILINGCEILING HEIGHT CLOSETCLEAR(ANCE)CONCRETE MASONRY UNITCOLUMNCONCRETECONFERENCECONTINUE, CONTINUOUSCORRIDORCUBIC FOOTCUBIC YARD DEMOLISHDEPARTMENTDETAILDRINKING FOUNTAINDIAMETERDIAGONALDIMENSIONDIVISIONDOWN SPOUT EASTEACH

ELEVATIONELECTRIC(AL)ELEVATOREXPANSION JOINTENCLOSE(D)EDGE OF SLABEQUALEQUIPMENTELECTRIC WATER COOLEREXISTINGJT EXPANSION JOINTEXTERIOR FLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER ON BRACKETFIRE EXTINGUISHER CABINETFACE TO FACEFINISH FLOOR ELEVATIONFIRE HOSE CABINETFINISHED FLOORFLOOR, FILLERFACE OF CURBFACE OF FINISHFACE OF MASONRYFACE OF SLABFACE OF WALLFOOT, FEETFOOTINGFURNISH, FURNITURE GAGEGALVANIZEDGENERAL CONTRACTORGYPSUM BOARDGYPSUM PLASTER HANDICAPHEAVY DUTYHARDWAREHARDWOODHOLLOW METALHORIZONTALHEIGHTHEATING, VENTILATION & AIR CONDITIONING

INSIDE DIAMETERINFORMATIONINCLUDE(D), (ING)INSULATIONINTERIOR JANITOR CLOSET KITCHENKNOCKOUT LABORATORYLAMINATELAUNDRYLAV LAVATORYLF LINEAR FEETLVR LOUVER MAINTENANCEMATERIALMAXIMUMMECHANICALMEZZANINEMANUFACTURINGMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOISTURE RESISTANTMOUNTEDMOUNTINGMETAL NORTHNOT IN CONTRACTNON-COMBUSTIBLENOMINALNOT TO SCALE ON CENTEROUTSIDE DIAMETEROPTION(AL)OPPOSITE

POUNDS PER CUBIC FEETPLASTIC LAMINATEPOUNDS PER LINEAR FOOTPLYWOODPANELPAIRPREFABRICATEDPREFINISHPARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINT, POST-TENSIONED, PRE-TREATEDPOLYVINYL CHLORIDE (PLASTIC) QUARTERQUANTITY RADIUS, RISERREFLECTED CEILING PLAN,REINFORCED CONCRETE PIPEROOF DRAINREFRIGERATOR, REFERENCEREQUIREDROOF LEADERROOMROUGH OPENINGRIGHT OF WAY S SOUTHSC SOLID CORESD STORM DRAINSECT SECTIONSF SQUARE FEETSIM SIMILARSPEC SPECIFICATIONSPKR SPEAKERSQ SQUARESS STAINLESS STEEL

STANDARDSTORAGESUSPENDEDSYSTEM

TREADTELEPHONETEMPORARYTOP OF FINISH FLOORTHICKNESSTHROUGHTOP OF __TOP OF BEAMTOP OF CONCRETE, TOP OF CURBTOP OF FOOTINGTOP OF JOISTTOP OF MASONRYTOP OF PARAPETTOS TOP OF SLABTOW TOP OF WALLTREATEDTELEVISIONTYPICAL UNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISE VERTICALVESTIBULEVERIFY IN FIELD WEST, WIDEWITHWITHOUTWATER CLOSETWOODWORKING POINT, WATERPROOFINGWATER REPELLENTWEIGHTWALL TO WALLWELDED WIRE FABRICYARD

A/CADMINAFFALTALUMAPPROXARCHAUTOAUXAV BITUMBLBLDGBOSBOT CABCJCLCLGCLG HTCLOCLRCMUCOLCONCCONFCONTCORRCU FTCU YD DEMODEPTDETDFDIADIAGDIMDIVDS EEA

ELELECELEVEJENCLEOSEQEQUIPEWCEXISTEXP JTEXT FDFEFEBFECF/FFF ELFHCFIN FLRFLR FOC FOF FOM FOSFOW FT FTG FURN GA GALV GC GYP BDGYP PLAS HCHD HDWRHDWDHMHORIZHTHVAC

IDINFOINCLINSULINT JAN CLO KITKO LABLAMLAULAVLFLVR MAINTMATLMAXMECHMEZZMFGMFRMINMISCMOMRMTDMTGMTL NNICNONNOMNTS OCODOPTOPP

PCFPLAMPLFPLYWDPNLPRPREFABPREFINPRKGPSFPSIPT

PVC

QTR QTY R RCP

RDREFREQDRLRMROROW SSCSDSECTSFSIMSPECSPKRSQSS

STDSTORSUSPSYS

T TEL TEMP TFF THK THRU TO __TOBTOCTOFTOJTOMTOPTOSTOWTRTDTVTYP ULUNO VERTVESTVIF WW/W/OWCWDWPWRWTW/WWWFYD

FOUNDATIONS:

1. FOUNDATION DESIGN IS DELEGATED DESIGN. THE DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT FROM THOSE ASSUMED OR DESIGNED.

2. ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED BY FIELD TESTING IN ACCORDANCE WITH REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN THE ABSENCE OF SPECIFICATION REQUIREMENTS, A DYNAMIC CONE PENETROMETER TEST (ASTM STP-399) SHALL BE PROVIDED AT EACH COLUMN FOOTING EXCAVATION AND MAXIMUM 75' O.C. IN WALL FOOTINGS AND THICKENED SLABS TO VERIFY AVAILABILITY OF THE DESIGN PRESSURE.3. ALL FOOTINGS AND SLABS SHALL BEAR ON SUBGRADE COMPACTED TO A MINIMUM 98% ASTM D-1557 UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED IN PROJECT SPECIFICATIONS. UNLESS REQUIRED OTHERWISE BY SPECIFICATIONS, PROVIDE ONE COMPACTION TEST AT EACH COLUMN FOOTING EXCAVATION.4. NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW BOTTOM OF FOOTING AND REPLACE WITH STRUCTURAL FILL IN ACCORDANCE WITH PROJECT SPECIFICATION REQUIREMENTS.5. ALL WATER SOFTENED SOILS IN EXCAVATIONS SHALL BE REMOVED PRIOR TO POURING CONCRETE. FILL OVER-EXCAVATED LIMITS WITH COMPACTED STRUCTURAL FILL OR ADDITIONAL CONCRETE.6. ALL BOTTOM REINFORCING IN FOOTINGS AND THICKENED SLABS SHALL BE SUPPORTED WITH WHOLE CONCRETE BRICKS OR PREFABRICATED ALL PLASTIC CHAIR SUPPORT AT MAXIMUM 48" O.C. BAR SUPPORTS SHALL BE POSITIONED TO MAINTAIN NO LESS THAN 3" CLEAR TO BOTTOM OF LOWEST REINFORCING BAR.7. ALL FOOTING, PIER AND OTHER FOUNDATION TYPE REINFORCING SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE.

NO

RTH

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318fax 912.236.8414

cogdellmendrala.com

PROJECT CONSULTANTS:

SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:

COGDELL & MENDRALA ARCHITECTS, PC

ELECTRICAL ENGINEER:

SUSTAINABLE DESIGN CONSULTANTS, LLC

1 DIAMOND CAUSEWAY, SUITE 7SAVANNAH, GA 31406

CogdellMendralaArchitects

ERIC JAMES MCMANUS

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GEN. PROJECTNOTES,GRAPHICSYMBOLS, &ABBREVIATIONS

AuthorJAN 2021

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GRAPHIC SYMBOLS

ABBREVIATIONS

GENERAL NOTES

1 REFER TO SHEET A0.01 FOR SYMBOL LEGEND.

2 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKECONDITIONS, UNLESS NOTED OTHERWISE.

3 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

4 DESIGN WIND PRESSURE IS 50 PSF

REVISION SCHEDULE

DATE DESCRIPTION

CONCRETE NOTES

A2.01 2

75' - 0"75' - 0"

EXISTING SCOREBOARD TO BE DEMOLISHED

LED VIDEO SCREEN, SCOREBOARD, & SOUND SYSTEM

CL

V.I.F.

EQ

EQ

11 68 45

OF FIELD

FINISHED FIELDELEVATION

0' - 0"

SCHOOL MASCOT EMBLEM SCHOOL DISTRICT EMBLEM

10' -

0"

29' - 4.75" X 19' - 11.25" SCREEN

4' -

8"4'

- 9"

19' - 0"

11 68 43 FIXED DIGIT SCOREBOARD

11 68 45 LED VIDEO SCREEN

27 51 16CUSTOM SPEAKER BOX WITH DECORATED ACOUSTICAL MESH FRONT

AUDIO INCORPORATED TRUSS

4" 4"

4"

± 4"

X

XX X X X X X

WWF WHERE REQUIRED

3,000 PSI CONCRETESLAB

#3 X 12" @ 24" O.C. IN DRILLED HOLES FILLED W/ EPOXY ADHESIVE - GREASE PROJECTING END TO PREVENT BOND.

EXISTING CONC. SLAB

SAW-CUT EDGE

NO

RTH



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:





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A2.01

SITE LOCATION& ELEVATION

EJMJAN 2021

2025

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1" = 30'-0"A2.01

SITE LOCATION PLAN1

KEYNOTE LEGEND - BY SHEETNO. NOTE

1/4" = 1'-0"A2.01

SCOREBOARD ELEVATION2

1 1/2" = 1'-0"A2.01

TYPICAL SIDEWALK PATCH3

REVISION SCHEDULE

DATE DESCRIPTION

PANEL HA IN MAIN PANEL ROOM, NOTE 1

NOTE 3

NOTE 4

NEW SCOREBOARD

NUPNUP

NUC

NU

C

NUC

NU

P

NUP

NU

PN

UC

IN PRESSBOX ABOVE, NOTE 8

NOTE 7

NOTE 2

1. INSTALL NEW BREAKER SHOWN IN EXISTING PANEL HA. BREAKER SHALL MATCH MANUFACTURER, STYLE AND A.I.C. RATING ON PANEL.

2. IT IS PERMISSIBLE TO REUSE EXISTING UNDERGROUND RACEWAYS IF IN GOOD CONDITION. CONTRACTOR SHALL FIELD LOCATE AND RE-WORK TO NEW LOCATION.

3. LOCATE CENTRAL INVERTER AND RACK MOUNTED AUTOMATIC TRANSFER SWITCH IN THIS LOCATION. ADJUST LOCATION TO ACCOUNT FOR POWER COMPANY RIGHT OF WAY.

4. MOUNT ELECTRICAL DISTRIBUTION EQUIPMENT ON UNISTRUT RACK IN THIS LOCATION.

5. PROVIDE SURGE SUPRESSION DEVICE ON EACH END OF FEEDER AND AT SCOREBOARD.

6. EXTEND 2"C. W/ 12 STRAND SINGLE-MODE OPTICAL FIBER AND LC CONNECTORS FROM TREMINATION CABINET ON SCOREBOARD TO PRESS BOX. CABLE SHALL BE INDOOR/ UNDERGROUND RATED. TERMINATE CABLE IN PRESSBOX AT SIGN CONTROLLER CABINET.

7. ALL TRENCHING THROUGH EXISTING CONCRETE SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS TO GREATEST EXTENT POSSIBLE.

8. PROVIDE UNITARY UNINTERRUPTIBLE POWER SUPPLY (UPS) IN PRESSBOX, CONNECTED TO NEW 20A, 120V DEDICATED CIRCUIT. PROVIDE NEW 20A, 1 POLE CIRCUIT BREAKER IN PRESSBOX PANELBOARD. CONNECT SCOREBOARD CONTROLLER TO UPS.

9. MOUNT BREAKER AT BASE OF SCOREBOARD AT 48" AFG. MAKE FINAL CONNECTION TO SCOREBOARD POWER CABINET.

10. DEDUCTIVE ALTERNATE - PROVIDE PRICE TO CHANGE CENTRAL INVERTER TO DIESEL GENERATOR WITH AUTOMATIC TRANSFER SWITCH. IN ADDITION, ADD (2) 20 AMP, 120 VOLT CIRCUITS FOR BATTERY CHARGER AND JACKET HEATER, FED FROM 208 VOLT PANEL IN GRANDSTAND ELECTRICAL ROOM.

NOTES

PANEL HA, NOTE 1

70/3

70/3/3R ENCLOSED BREAKER, NEMA 3R

ENCLOSURE

SPD

45 KVA DRY TYPE TRANSFORMER, NEMA

3R ENCLOSURE

80A, 3P, AUTOMATIC TRANSFER

SWITCH, NEMA 3R ENCLOSURE

SPD

100/3/3R ENCLOSED BREAKER

30KW DIESEL GENERATOR

SCOREBOARD POWER DISTIBUTION

PANEL

1-1/4"C. W/ (4) No. 3 AWG & (1) No. 8 AWG (G)2"C. W/ (3) No. 1

AWG & (1) No. 4 AWG (G)

1-1/4"C. W/ (4) No. 3 AWG & (1) No. 8 AWG (G)

80/3

100/3/3R DISCONNECT

SWITCH

2"C. W/ (3) No. 1 AWG & (1) No. 4

AWG (G)

LEGEND

NUP NEW UNDERGROUND POWER

NEW UNDERGROUND COMMUNICATIONSNUC

PANEL HA, NOTE 1

70/3

70/3/3R ENCLOSED BREAKER, NEMA 3R

ENCLOSURE

SPD

45 KVA DRY TYPE TRANSFORMER, NEMA

3R ENCLOSURE

SPD

100/3/3R ENCLOSED BREAKER

40KVA CENTRAL INVERTER WITH INTEGRAL AIR

CONDITIONING UNIT, IN NEMA 3R ENCLOSURE

SCOREBOARD POWER DISTIBUTION

PANEL

1-1/4"C. W/ (4) No. 3 AWG & (1) No. 8 AWG (G)

2"C. W/ (3) No. 1 AWG & (1) No. 4

AWG (G)

100/3/3R DISCONNECT

SWITCH

2"C. W/ (3) No. 1 AWG & (1) No. 4

AWG (G)

T

PROFESSIONAL

NE ER

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26308

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tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:





Cogdell Mendrala Architects

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ELECTRICALPLAN

WLS1/15/21

2025

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SCALE: 1" = 30'-0"E1.01

1 ELECTRICAL PLAN

SCALE: 12" = 1'-0"E1.01

5 ONE-LINE DIAGRAM (DEDUCTIVE ALTERNATE-NOTE 10)

REVISION SCHEDULE

DATE DESCRIPTION

SCALE: 12" = 1'-0"E1.01

4 ONE-LINE DIAGRAM (BASE BID)

liberty county high school stadium - phase i

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