decent

Glo Bright White

30

reviewed PORCODE compliancefile copy

POOL SPECS

SIZE: 16' X 30'

DEPTH: 3'X 5'

EST TOTAL GALLONS: 11011

RETURNS: 3

SPECIAL:

NOTES:

SPA SPECS

SIZE: C

DEPTH;

EST TOTAL GALLONS:

RAISED HEIGHT: see spec sheet

RETURNS: 4

INTERIOR MATERIAL:

SPECIAL:

NOTES:

PLUMBING

RETURNS: 2

POOL MAIN DRAINS: 2_

CLEANING SYSTEM:

VAC LINES: 2

WATER FEATURES: 1,5

UGKTS IN POOL: 2Glo Bright white

TOTAL PIPE:

SPECIAL:

NOTES:

DECK

DECK TYPE: travertine

TOTAL Pool DECK SQFT: 6^

RAISED BEAM: 23'6"(cD+6"& 9'4"@+12"

MATERIAL 1: 3' waterfall

SPECIAL:

NOTES:

EQUIPMENT

POOL PUMP: Variable speed

FILTRATION: Clean & Clear RP

HEATER: 250k natural gas

TIMER: on pump

SPECIAL:

NOTES:

Owner: KrinerJadlock

SQFT; 368_

PERIMETER: 80

SKIMMERS: 1

INTERIOR MATERIAL: pebble

TILE: standard

SQFT: 29_

PERIMETER:

SPILLWAY: ̂

SKIMMERS:

TILE:

SKIMMERS:

SPA MAIN DRAINS: 2.5

HEADS:

ROBOT VAC:

SPA SPILLWAY;

LIGHTS IN SPA: 1 glo bright white

ELEVATION:

PERIMETER:

UP STYLE: 4"x8" flat edge

Porch Deck 349

2ND PUMP:

FILTER SIZE: 150

INUNE: erosion

GAS:

Address: 217 Cheeseburger Drive

City: Daytona Beach

State: Florida

Zip:

Phone:

— WATER LINE

JOB SPECIFIC PIPE SIZING, TOTAL orNAHIC HEADCALCULATIONS AND EOUIPTtENT SPECIFICATIONSAND DOCUMENTATION ARE TO BE PROVIDED BY TNEPOOL CONTRACTOR FOR EACW PROJECT. TWE POOLCONTRACTOR MUST USE TWE MAXIMUM FLOW CAPACITYOF TWE SELECTED PUMP AND PROVIDE WYDRAULICCALCULATIONS FOR TDW TO DETERMINE PROPERPUMP AND PIPING SIZING. TWE MANUFACTURER'SEQUIPMENT SPECIFICATIONS AND OTWER DOCUMENTATIONFOR PUMPS, FILTERS, WEATER EQUIPMENT AND MAINDRAINS AND COVERS ARE TO BE SUBMITTED FORREVIEW AND DOCUMENTATION FOR,SIZING TWE

DECK OVERPOUR ORBRICK COP\He

6" OP WATER

LINE TILES

2-»3 BARSCONT. IN8'X0" BONDBEAM

'-•3 BAR CONT.

IN 5" THICK BONDBEAM

OENER4L NOTESi1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDACOUNTY AND CITY BUILDINO CODES.

2. ALL t-BTAL PARTS WITHIN 5 FT. WILL BE OROUNDEDAS PER NATIONAL ELECTRIC CODE AND AS REOUIR^BY LOCAL INSPECTOR.

S. FILTRATION SYSTSI WILL HAVE SUFFICIENT CAPACITYTO PROVIC« A COMPLETE TURNOS^ OF POOL WATERIN (W T^V^ HOURS OR LESS.

4. POOL CONSTRUCTION TO BE THE SATE REOARDLESSOF SIZE AND SHAPE. IF FILL IS REOUIRED FOR 2 PT. TO4 FT. OF WALL HEISHT THEN WALLS HAVE TO BEREINFORCES WITH ADDITICNAL STM. C6" CO. BOTH WAYS!AND/ OR EXTRA WALL THICKNESS (6' TO tOV

5. ALL PVC PIPE WILL BE SCHEDULE 40,

CIPCULATICN SYSTEM.

POOL SHELL SOOO PSI fMTf MIX CC^CRETEPNEUMATICALLY APPLIED.S'-T IN VERTICAL WALLS (TTPJ6'-e' IN COVES AND FLOORS /TYP^

2500 MIN. ©UNITE MAY BE SUBSITiUTEDFOR 300D PSI CONCRETE

RETURN LINE

REVIEWED FOR

PlDTDTT PnA/fPT T AMPTT 6.ALL FETAL FIXTURES AND POOL LI®HTS TO BE BONDEDI . i lid 1 Vw/X^ T/-I o/vM aTBi AKJn bJiPPtTO POOL STffiL AND ©ROUND WIREAL-TERMATE BEAMt^tt t^Ty\7FIN15W DETAIL CUFY

REOIROULATION PUTF UNDERWATER LI®HT

SKIr-1-ER SUCTION

MAIN DRAIN S , CTlCHLORINATORMAIN DRAINS r«T THE VIRSINIA ©RAB-EBAKER POOL AND SPA 9>W=ErY ACT.

CITY OF DAYTONA BEACH

MASTER FILE#2eSS„-.M53L.

-RETURN INLET

RETURN INLET

C

€

RETURN LINE

TTPIDAL SWirtlING POOL

UL APPROVEDUNCCRWATER LI©HT'

THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS Tir^THE DIAMETER DOWN FROM THE TOP OF THEMAIN DRAIN ©RATE TO THE TOP OF THEMAIN DRAIN PIPE, IF THE PIPE COTES IN VERTICALTO THE MAIN DRAIN BOX.IF THE MAIN DRAIN PIPE COMES INTO THEMAIN DRAIN BOX HORIZONTALLY, THE COVSZFROM THE TOP OF THE ©RATE TO THE TOPOF THE MAIN DRAIN PIPE NffiSS TO BE ISTITCS THE DIA. OF THE MAIN DRAIN PIPE.

1-1/2 TIMES THE DIA. 1

JUNCTIONSWIM

•S BARS ©RADE 40,12VERTICALHORIZONTAL (TTFJ

6'xe'CERAMIC TILE

FINISH

4" THICK CONCRETE DECKW/ FIBER MIX 2500 PSI

COMPACTED SOIL UNDERCONCRETE DECK

-MAIN DRAIN W/ RELIEF FlU© OR 2*HYDROSTATIC RELIEF VALVE, IP REQD.

t^P END FLiWALL REINFORCB-CNTTO SLOPE BREAK-•3 BAR 9 12* ON CENTER, EACH WAY < TO' DKP•3 BAR 0 6" ON CENTER, EACH WAY > TO' DKP AND OVER.

CENTER40/

FOOL St«LL SOOO PSf PIMP MIX CONCRETEPNBJmTfCALLY APPLIED.B'-T IN VERTICAL WALLS fTYFJS'-fl* IN COVES AND FLOORS (TTPJ

2500 MIN. ©UNITE MAY BE SUBSITIUTEDFOR 3000 PSI CONCRETE

hJOT VALIC HJTMOUT'.• B^OSSEt. !£,«..-

-1/2 Tir^S THE DTAT

MAINDRAINMAIN

DRAIN

SECTION

.

T. POOL ALARMS DO NOT NffiD TO BE HARDWIRED

4.

8. SOIL CONDITIONS AT POOL LOCATION ARE ASSUTEDTO BE ADSOJATE FOR A 5IN©LE FAMILY DWELLIN©.

TERMITE CONTROL WILL BE APPLIED UNDER ALLPOOL DECKS.

to. ALL PUTP9 AND FILTERS WILL BE >U^HORED TO ACONCRETE PAD WITH TAP CON ANCHC«5.

11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDEDWITH A COVER THAT HAS BEEN TESTED AND ACCEPTEDBY A RECO©NIZED TESTINS FACILITY AND COMPLY WITHA.NS.iyASME. A1I2.W, BM, "SUCTION FITTIN©5 FOR USE INSWirlilNS POOLS, SPAS. HOT TUBS, AND WHIRLPOOLS BATHTUBAPPLIANCES"

12. THE POOL DE9I©N WILL TST CHAPTERS 42 AND 45 OP THE 2011FLORIDA BUILDINS CODE 6TH EDITION,

13. RKIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OFTHE 20n FLORIDA BUILOIN© CODE STH EDITION,

14. POOL CONSTRUCTION WILL MEET 20I4 NATIONAL ELECTRICCODE. Sffi 88026 (B)(2)(b) FOR PERirtTER BONDIN©U9IN© AT LEAST ONE/U *8 AW© BARE SOLID COPPERCONDUCTOR.

15. FOR RESIDENTIAL POOLS UP TO A WATER CCPTHOP 8'-0" *3 R^AR 12" OCBW. OVER B'-O")SPECIAL BNOINffiRIN© IS REOUIRED AND IS NOTA PART OF THIS DRAWIN© SPECIFICATIONS. WALLTHICKNESS SHALL PROVIC€ CODE COVER OVERraiNPORCINS. FOR OVER 0'-O' A SPECIAL DESI8NWILL BE REOUIRED.

16. RESIDENTIAL POOLS SHALL CCMPLY WITH THEAN5l/APSP/iCC-S 201I FOR RESIE^NTIAL INSROUND POOLS.AN5I/AP5P/ICC-3 20I4 FOR PERMANENTLY INSTALLEDRESIDENTIAL SPAS, AND ANSI/.'^SP/ICC-I 20)3 FORSUCTION ENTRAPPENT AVOIDANCE STANDARDS.

AND ANSI/AP9P/ICC-15A 2013 STANDARD FOR RESIDENTIALSWimiN© POOL AND SPA ENBe©Y EFFICIENCY

n. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTIONFITTIN© IS MISSIN©, BROKEN. OR LOOSE.

18. IF THE SUCTION INLET SY9TB1, SUCH AS AN AUTOMATICCLEANING SYSTBi, IS A VACUM CLEANER 9YSTB1 WHICHHAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETSWHICH CAN BE ISOLAm? BT VALVES, THEN EACH SUCTIONINLET SHALL PROTECT AGAINST USER ENTRAPPENT BY EITHERAN APPROVED ANTI-VORTEX COVER, 12" X 12" ©RATE OR LARGER,OR OTHER APPROVED PEANS.

/T

PARKER PTYNCHEN JcR©^ PE »i3264S

V

PARKER MTKQHENBERG 4 ASSOC., INC.PROF^SIONAL ENGINEERS LANDSCAPE ARCHITECTS

1124 RID^WOOD AVENUE HOLLY HILL FLORIDA 32111/386; 611-6841 FAX /386/ 611-2114

TYPICALRESIDENTAL SH/PCCLDESIGN FORriYRIC< POOLS1451 N US HIGHWAY I SUITE 25OraiOND BEACH, FL. 32114S86-334-4822P 3S6-ei2-1623FAXCPC052S3I CBCI25eq30

THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTERFILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONETEAR EXPIRING ON 12/31/20. IF THE FLORIDA BUILDING CODEIS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWINGMAY BE I^NDERED VOID.

CITY OF DAYTONA BEACH

SH^ 1 OP 4

TWERAPY JET

RECIROILATION PLTP

CMLORINATOR

POOL

PILTER

HAIN DRAIN fSUOTIONI

RETURN LINE

RETURN LINE

MAIN DRAINS PffiT THE VIROINIA ORABiE

BAKER POOL AND SPA SAFETY ACT.

(sk;ond main drain may be on side WALU

THE MAIN DRAIN PIPE INVERT NffiDS TO BE IS TlhES

THE DIAFETER DOWN FROM THE TOP OP THE

MAIN DRAIN SRATE TO THE TOP OF TT«

MAIN DRAIN PIPE, IP T

HE PIPE COMES IN V

ERTICAL

TO THE MAIN DRAIN BOX.

IP THE MAIN DRAIN PIPE COMES INTO Tlffi

MAIN DRAIN BOX HORIZONTALLY, THE COVER

FROM THE TOP OP THE ©RATE TO THE TOP

OP THE MAIN DRAIN PIPE NffiDS TO BE IS

TIMES THE DIA. OP THE MAIN DRAIN PIPE.

1-1/2 TIMES THE DIA.

1-1/2 TITES THE DIA.

UNDERWATER LI©HT

3/4" BULLNOSE

TILE OPTIONAL

ON EO©E OP

STEP.

DRAIN

MAIN

DRAIN

TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR

CITY OF DAYTONA BEACH

MASTER FILE#.am--_fl/2^

CAP TILE/ BRICK/ OR CANTILBVBJ WITH

WATeU.INE TILE

ACRLYIC FINISH

POOL SHELL SOOO PSI CONCRETE

PNEUMATICALLY APPLIED.

6" IN VERTICAL WALLS /TYPJ

fi" IN COVES AND FLOORS (TCPJ

2500 MIN. ©UNITE MAY BE SUBSITIUTED

FOR SOOO PSI CONCRETE

1/2' CUARTZ

FINISH

WATER

LINE

4" THICK CONCRETE

DECK W/ PIBERMIX

SOOO PSI

UL APPROVED

UNDERWATER

LI©HT

COMPACTED SOIL

UNC?ER CONOETE

DECK

6"X6" CERAMIC TILELOW

PROFILE

JUNCTION

BOX

MAIN DRAIN

SUCTION LINE

2-»S REBAR

CONTINUOUS

ST^EL

REINFORCED

CONCRETE

DBCK AND TILE DETAILPARKER MYNCWENBERO 4 ASSOC., INC.

PROFESSIONAL EHOINSRS

LANDSCAPE ARCHITECTS

1124 RID©EWOOD AVEMC HOLLY HILL FLORIDA S2in

An-^acn pav trutAi a-it-'siia

EXTRA *3 BARS

CONTINUOUS

«3 BARS 12* OO.

VERTICAL AND

HORIZONTAL /TYPJ

/©RAC£ 4o;

MAIN DRAIN W/ RELIEF

PLUS OR 2"

HYDROSTATIC RELIEF

VALVE, IF R

EOD.

WITHOUT

SEAL.

ROCKBED

SECTION

PARKER MTNaiiiNB»©. P£. #32643

TYPICAL

RES! DENTAL SW/PCCL

DESIC3N FOR

MTRICK POOLS

I43T N US HI©HWAY I S

UITE 23

OWiOND BEACH, FL. S2n4

386-334-<TB22P 386-8T2-1623FAX

CPC<»2S3I CBCI25B<EO

THIS SISNED AND SEALED SHffiT IS TO BE USED AS A MASTER

FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE

YEAR EXPIRINS ON I2/31/20. IF THE FLORIDA BUILDIN© CODE

IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWIN©

MAY BE RENDERED VOID.

CITY OF DAYTONA BEACM

SH^ 2 OF 4

POOL BONDINS UOT&i

1. EOJIPOTENTIAL BONDING OF PBZtMETER SURFAOK REOUIRES ACOPPER CONDUCTOR; KINIMM *8 AH® BARE SOLID COPPERCONDUCTOR HHICW FOLLOHS THE CONTOUR OP THE PB?IMETB?SURFACE OF THE POOL FROM IB' TO 24' FROM THE INSIDE HALLSOF THE POOL AND HHICH IS SECURED HITHIN OR UNDER THEPERIMETER SURFACE 4' TO 6" BELOH SUBSRADE. THE PERIMHWBONDIN® SHALL BE ATTACHED TO THE POOL REINFORCING SHELLAT A MINIMUM OP 4 POINTS UNIFORMLY SPACED AROUND THEPERIMETER OP THE POOL.

2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED PEANSPER NEC 250B. BONDIN® CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOMOP EXCAVATION.

3. HHEN RraAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERSADJACENT TO THE POOL miTHIN 5 FT-I. THIS REBAR SHALL BE BONDED USING«e AHG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250BTO THE BONDING CONDUCTOR.

4. LOCATION OP COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONSSHOHN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINEEXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OP THE POOLHHILE MAINTAINING SMOOTH RADIAL CURVES - NO «IO' RADIUS SHALL BE PERMITTED.

5. RESISTANCE OP THE GROUND SYSTBi SHALL NOT EXCEED 25 OHMS.

G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8* COPPER CLAD STSL, 8' LONGAND DRIVEN TO A DSMH OP 28* BELOW FINISHED GRADE, MINIMUM, AND WHEREUSED SHALL BE BONDED USING *8 AWG BARE SOLID COPPER CONDUCTOR BY LISTS)rCANS PB? NEC 250B TO THE BONDING CONDUCTOR.

1.

BONDING CONDUCTOR

8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA R^AR ASSHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A *8 AWGBARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDIN®AT 4 POINTS SHALL NOT BE REQUIRED.

«l. COPPER BONDIN® CONDUCTOR SHALL BE BONDED TO THE EQUIPTENT GROUND OFTHE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BYNBC 680Q6 ̂VERIFY LOCATIONS; USING *8 AWG BARE SOLID COPPER WIRE.

10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL FETALLIC COMPONENTS OFTHE POOL AND SPA AND THE FETAL STRUCTURES. INCLUDING, BUT NOT LIMITED TO, ALLHANDRAILS, DIVING BOARDS. AND LADDER GRABRAILS IN THE POOL AND SPA ANDAND INCLUDE ALL FETAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.HORIZONTALLY OP THE INSIDE WALL OP THE POOL (SPAf AND 12 FT VERTICALLY ABOVETHE MAXIMUM WATER LEVEL OF THE POOL USING •S AWG BARE COPPER WIRE.

11. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA RTOARPER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THER®AR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, INTURN, PROVICC BONDING OP THE LUMINAIRE NICHES.

12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OP THE BONDING OFTHE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS,

NOTE I

SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING S?GE POOLS,POOLS WITH PBRIFETERS OP VARYING /VERTICAJJ GRADES, DIMINISHED PERIMETERSURFACES LIICE EDGE PLANTB2S, STOP/RETAINING WALLS, AND 2KRO-LOT LINES.IN THESE CASES. THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCEWITH NEC 680J26, NOTE I (ABOVE;, AND DIRECTION FROM THE AUTHORITY HAVINGJURISDICTION f AHJ;. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATION OP THE BONDING WITH THE AHJ IN THE DETERMINATION OP ITSAPPLICATION OP THE NEC.

BOND JUMPERiNOTE 4TYPICAL

NOTE 3TYPICAL

NOTES 2 AND 3

•BOND JUMPERNOTE 8TYPICAL

f=lP

BOND JUMPERNOTE lOTYPICAL

SWIFIilNG POOL I LT FIXTURE

NOTE II

TYPICAL

2;

FROM POOL OR APPARATliS

NOTE I

NOTE I

MINIMUM 5/8" DIAFBTERCOPPER GROUND RODDRIVEN UNTIL MAXIMUMRESISTANCE VALUE OF25 OHMS IS REACHED(IF used;

PROM POOL RSAR ORBONDING CONDUCTOR

NOTEI

NOTES I, 4,5 AND8

TYPICAL BONPINg TYPESNOT TO SCALE

NOTES.

I. SPLICES (WELDED OR FECHANICAU SHALL BE PERFORFED INACCORDANCE WITH MANUFACTURERS RBCOFMBNDATIONS.

LADDER, HANDRAIL,DIVING BOARD, ETC.

tTRANSFORFER

JUNCTION BOX(IP used;

PUMP MOTOR

TYPICAL POOL BONDIN® PLANNOT TO SCALE

BONDING LEGENDBOND CONNECTION, PER NEC 250B

PARALLEL TAP CONNECTION, PER NEC 250B

' UNDERGRCUND BONDING CONDUCTOR, *8 AWG (MINIMUM;

POOL LIGHT NICHE

CITY OF DAYTONA BEACH

MASTER FILE#JiCLaa-'-mA.

PAWCER liYNCWENBER© $ A3SOC., INC.PROFESSIONAL ENSINffiRS LANDSCAPE ARCHITECTS

n2<l RIDGfiWOOD AVENUE HOLLY HILL FLORIDA 92111ttWAi PAV /<U)A) &-I1.-3IU

METAL CONDUITSOR PIPING SYSTEM

POOLREINFORCING

ffTEEL

CONTROL PANEL(S;

»^TBS CASE

TYPICAL POOL BONDING SCHEMATICNOT TO SCALE

SCHB-IATIC NOTES:I THE EQUIPOTB4TIAL BONDING OP ALL CONDUCTIVE POOL SHELLS, P^IMETER SURFACES,

■ FBTALLIC COMPONENTS, UNDERWATER LIGHTING, FETAL FITTINGS, ELECTRICAL EQUtPFENT,AND FETAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 6B026. OR, ASACCEPTED BY THE AUTHORITY HAVING JURia^lCTION (AHj;.

WITHOUTSEAL, ->

PARXBR FTTNCHENBERG, P£. <^26^

TYPICAL

RES! DENTAL SW/POOLDESION FORMrRIC< POOLS1451 N US HIGHWAY I SUITE 23ORMOND BEACH, PL. 32114S86-334-^822P S88-ei2-lG2SPAXCPCCS253I CBCI258490

THIS SIGNED AND SEALED SHST IS TO BE USED AS A MASTERFILE COPY . IT WILL BE USED FOR A MAXIMUM PBeiOD OP ONEYEAR EXPIRING ON I2/31/20. IF THE FLORIDA BUILDING CODEIS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWINGMAY BE RENDERED VOID,

CITY OF DAYTONA BEAOH

sHmr 3 OF 4

•3 BAR AT 12" ON CENTERBAR TO BE 5 FT LONO &-1/2" TTP

ALL SLABS ■{•2} *3 RSAR CONT.

TURN DOWN FOOTER DETAILPLAT SLOPE/NO POOTIN®TTPC 1

1 FTIN

I FT IN

MOTCRATE SLOPE POOTIN®TTPB 2

-fs; *3 Re3>« CONT.

SILLrLK^^X^^

9TBW» SLOPE POOTIN®TTPE 2

THE POOL SHELL WALL SHALL BECONSTRUCTED AT 6' THICf;NES5.• 3 RSARS AT ©• ON CENTERBOTH WATS IN AREAS THAT EXTENDINTO THE ANOLE OF REPOSE

THE POOL CONTRACTORSHALL PLACE ALL STKLIN THE POOL WALL AT NOMORE THAN ©* ON CENTERIN BOTH DIRECTIONS INAREAS WHERE THE ANCLEOF REPOSE IN ENCROACHEDON OR THE POOL SHELLENCROACHES INTO THEI TO I AREA.

•3 bar at 12' ON CENTER

-BRICIC PAVERPOOL DEC*t

l-^S BAR VERTIC^y-LTTd '• 36' ON CENTER— .

,l-*3 BARCONTINUOUS

l-»3 BARCONTINUOUS

^B-S/4' X A

PAVER DEC<TURNDOWN DETAIL

SLAB-FOOTINO DETAILS2500 MIN. ©UNITE MAT BE SUBSITlUTEDFOR SOOO PS! CONCRETEUSE 6X6 lO/lO WP«n OR FIBER hBSHCURE FOR ONE WEBC. BEFORE IN5TALLIN©ANCHORS.

• CONCRETE PAVER DEC<

POOL SECTION - BEFOREWOUSE IS CONSTRUCTED

PROPOSED STRUCTURE

2* X 4* STRINSERSPLACED AT 2 FT ONCENTS? IN ALL AREAS'

•3 BAR AT 12' ON CENTER 8 ' ■ ' ®' I __ .

SOOO PSI CONCRETE W/ 2-*3 RBSARS

RIBBON FOOTIN©W/ PAVER DEO<

I FT TO 3 FT RETAININ© WALLRETAININ® WALL SOOO PSi PUnP MIX CONCRETEPNSJMATICALLT APPLIED.

STEEL TEX FORM W/STRUCTURAL STm.IN PLACE TO BEINDEPENDENTLY SUPPORTEDAWAY FROM SHORINO.

THE POOL SHELL WALL SHALL BE —CONSTRUCTED AT 6* THICKNESS.• 3 RSARS AT ©■ ON CENTERBOTH WAYS IN AREAS THAT EXTENDINTO THE AN®LE OF REPOSE

STRINSER MAY BE DRIVENv.INTO ©ROUND MIN. 4"OR OTHERWl^ SUPPORTEDTO PREVENT FROM KICKIN©OUT AT BA^.

•4 BAR AT 12' ON CENTSe> SMORIN© DETAILIN LOCATIONS WHERE EXISTIN© FOUNDATION ISTHREATENED BT UNDERMININ© DUE TO ADVERSE CONDITIONSAT THE Tir« OP EXCAVATION SHORIN© MAT TC RSOUIRED.

•S BAR CONTINIOUS •

-MASTER FILE#JOaQ dll^

•CAST CKETE LINTEL

.•5 BAR EACH CELL, BXSXI© CMU CCLUr»4WITH CELL FILLED WITH CONCRETE

•3 BAR AT 12' ON CENTER

-<« REBAR PROJECTIN© 25' MIN.

,*S BAR AT 12' ON CENTER 0^ . : . .«4 BAR AT 12* ON CENTER

POOL COLUMN SECTION 4 FT f^AININ© WALLRETAtNlh^ WALL SOOO PSI PlPR MIX CONCRETEPNBrTATICALLT APPL(H>.

/ V.

HOT vXl^id WTHOUT- .B«OSSED MAL. V-

PARKS? MYNC -leNSER©, PE. •32645

5TRIN©ER TO BE SUPPORTED BYCLEATIN© TO SUITABLE ANCHORDEVICE SUCH AS A 2" X 4' ATTACHEDWITH ANCHOR NAILS OR TAPCON5 TOEXISTIN© CONCRETE LANAI OREXISTIN© STRUCTURE OR ITS FOUNDATICN.

PROPOSED STRUCTURE

^M=[yT '.-/ ..'y?£m=m=(iaii='

jii[=iiiaii=iiB?JEiTi=[n3l(Elp

lip--USE W PLYWOOD SHffiTIN©OR EOJIVALENT BUILDIN©MATERIAL TO RESTRAIN SIDEOF EXCAVATION

-BACKFILL BEHIND W40RIN© TOPREVENT UNDERMININ© OFEXISTIN© STRUCTURE.

-PROVIDE FEIEP HOLES ASAPPROPRIATE.

CONTRACTOR SHOULD Al IfcTPI TOCONSTRUCT RCU©H SHELL ASRAPIDLY AS CONDITIONS WILLALLOW. THERE IS NO SUBSTITUTEFOR RAPIDLY BACKFILLIN©EXCAVATION TO PREVENTUNCERMININ© OF ADJACENTSTRUCTURE.

PAPKER MYNCMENBER© $ ASSOC., IhPROFESSIONAL ENSINEERS LANDSCAPE ARCHITECTS

n2«! RID©EWOOD AVENUE HOLLT HILL FLORIDA S2in(386; 6T1-681I FAX (386; 6TT-2114

TYPICALRE5IDENTAL 5W/PCCLDESiCN FORMTRICK POOLSI45T N US MI©HWAY I SUITE 23ORMOND BEACH, FL. 32114SS6-SS4-q822P 386-BT2-T623FAXCPC052531 CBC125a'!30

THIS 5ISNED AND SEALED SH^ IS TO BE USED AS A MASTERFILE COPY . IT WILL BE USED FOR A MAXIMTI PERIOD OF ONEYEAR EXPIRIN© ON 12/31/IT. IF THE FLORIDA BUILDIN© CODEIS ALTERED OR MODIFIED BEFORE THAT DATE. THIS DRAWINOMAY BE RENDERED VOID.

OUT OF DATTONA BEACH

SH^ 4 OF 4