SET NO. SHEET: COGDELL & MENDRALA ARCHITECTS, PC ARCHITECTS: LIBERTY COUNTY HIGH SCHOOL STADIUM - PHASE I HINESVILLE, GEORGIA 31313 PROJECT NO. 2021-12 FOR LIBERTY COUNTY SCHOOL SYSTEM SUSTAINABLE DESIGN CONSULTANTS ELECTRICAL / COMMUNICATIONS ENGINEER: ISSUED FOR BID 1/15/2021 3:26:18 PM C:\Users\eric.CMA.000\Documents\2025 LCSS LCHS Stadium_RVT19_emcman2013.rvt T1.0 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
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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
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
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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
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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
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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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.