212 MAGNOLIA ST - POOL DRAWINGS 1. HOMEOWNERS RESPONSIBILITY: TREES, SHRUBS 8 SHED REMOVAL POOL DATA
2. ACCESS SIDE OFF DAVID STREET RIGHT SIDE OF HOUSE (8'-0" CLEAR) AREA: 220 Sq.R. CID (.0
S) PIPE SIZE FOR POOL & SPA INT.POOL SURFACE: 476 Sq.Ft. (0 - -
3. SCRAPE SOD, ALL EXCESS DIRT TO STAY ONSIDE TO BRING UP BEAM (NO IRRIGATION LINE.) - Lz"
__7NERRE 3'-0" Shallow C)
1- HOM'OW S S'
. ACCESS SIDE OFF D)
3. SC rpE SOD, ALL E
'I T nr: pn I rj A�
Fn n A> PIPING DETAIL DEPTH: C'4 C4 C4 z
4. TOP OF POOL BEAM +3" ABOVE PAVER DECK(PAVE DECK HIGH POINT) MAIN DRAIN & 6-0" Deep N C6 C14 N 0
LL 0
5. FORM OUT OF GROUND 6" VOLUME: 5,750 Gallons 0 >- or- ry,
6. FIRST STEP 10'-0" LONG & 18" WIDE REMAINING STEPS V-0" WIDE < < Uj
n,
POOL LENGTH: 22'-0" <
7. BENCH @ DEEP END 6-0" LONG (SEE DRAWINGS FOR LOCATION) POOL WIDTH: 10'-0" Uj -) w or- z W
POOL 10' x 22' (D :-7 m co < cr-
8. FLORIDA FALL (30") CENTERED IN POOL (SEE PLAN VIEW) INT.POOL TILE: 136 Ln Ft. < < Uj w >- w
CL U_ U_ ry F_
w[WATER FALL & ROSETTES + 23'-8" Ln Ft
9. (2) TWO ROSETTE'S LOCATED ON EITHER SIDE OF FLORIDA FALLS (SEE PLAN VIEW) 18"Raised Beam
10. SWITCH FOR POOL LIGHT LOCATED AT LANAI INT.TILE TYPE: STD w
10. QUICK CLEAN XTREME, AQUA-PURE 1400 CHLORINATOR INT.POOL SURFACE FINISH: Pebble Finish I<-- - - bj
ALARMS: YES w 0 W I--
11. QUICK CLEAN MODULE AT CORNER OF HOUSE SEE LOCATION ON DRAWINGS M I- <
FENCE(SELF-CLOSING GATE):j YES 2i 1-- < 0
12. BRANCH PIPING 3", TRUNK PIPING 21/2", AND RETURN PIPING 2" on M0
< . 0 U-1
EQUIPMENT ,- w Z ry 'z Uj Z v
11 USE HARD PLASTIC EQUIPMENT PAD BY SURFSIDE +18" RAISED BEAM W F- 3: 1-- 3: 5
14. J-BOX AND EQUIPMENT 12'-0" y z < LU
FILTER: Jandy CS150 Cartridge < Q z <
< 0 w or- or M
PUMP: Jandy JEP 1.5 HP VS ePump co O_ C) 0 O_ 0 0
R(]�,,3 T 3 Uj ROSETTE
FROM CORNER OF HOUSE
I a i��12 E P'�,L L 2 of 2—,, (D HEATER: Jandy Heat Pump JE2500T
F3=0-_M_JN_1M_UM_j M i
(-6"FROM T.O.B.) (-S"FROM T.O.B.) CHLORINATOR: Jandy Aqua Pure 700 Salt Cell
uj
3"TEE CLEANER: Quick Clean Floor Cleaning System G4
3"PIPE 3"PIPE CD re
D (D POOL MAIN DRN: NOVA 7-3/4"
C) 31-011
3"X 2Y�"RED. 5'-0 �.o CONTROLLER: Jandy Variable Speed Controller
BUSHING DEEP +
DEEP
__221-0" OTHER EQUIPMENT
*-2W'TRUNK Skimmer-Starite U3
TO EQ.
_j 400*120v Pool Light
36"Spillway
j (2)Rosettes(By Oymer/Plumbing Only)
POOL LIGHT
VEIENCH
Cn
0 LU Cn Cn
0
0
+6"GRADE HEIGHT %7'.
C\I SKIMMER ACCESS OFF COP a
3 4 S DRIVE
C) NEIGHBOR
04
OFF DAVID STREET
w
_j
?= 1 11911 0' 0" ELEVATION OFFICE CQ�� 0
M 0 i
a w BENCHMARK
0 Cn Uj
Z co
< CN 5
-1 (3 co
0 0 LL
LU a w 0
0 0 0 QU I K CLEAN
a- I-,' '_'�'�_'�' , �-`_,-, , -- _" ,I,,
2
Xf z
1r
0 �e WAY 9 < U)
0 -
RA
N' < <
Cn 3 RESIDENCE
U. D_'
LU W
2 WAY 1't-::-% , �,I
0 1 1"'," 1�� - _" "'_' ' 7 U)
X��_a
0 z
WAY W
CO
K, 06
U_ 2 [MMER,
WAY C'4F - � � - I I :' '�' 0
QUIKC-LEAN
_17
CIO
<
z 0
'OLLIGHT <
PO '",""_V IT, EXISTING
< >
.... ..........
C'4
UMP
7V
ea LANAI Directions
w T, Ef
_j
S
M
NORTH on AIA
FILTER
:C LEFT on Atlantic Beach
A'Offi"_ 1 2
A OOUDEPTH 0 0
J-BOX RIGHT on Pine Street
U_
0 Uj
14 Bo^ LEFT on Sturdivant Street, U) w
w
U)
Z W
\—GFCl RECEPTACLE 5;
RIGHT,on Magnolia Street
POOL WITH QUIK CLEAN, GAS HEATER i� LD
(House on Left) M
13. M U)
WATER FALL & ROSETTES \—TIMER & DISCONNECT OW n Z) <
<
w/HOMERLIN BACK TO PANEL
FILTER SCHEMATIC--(NTS) v___
Florida Building Code 5 th Edition (2014) Residential POOL DATA
Conforms to Chapter 42 AREA: 220 Sq.Ft. CD (.0
INT.POOL SURFACE: 476 Sq.Ft.
& - 1\�113 OVERHEAD ELECTRIC IN POOL AREA C) C) Z
F X-1)" Shallow C) N N LU
2011 National Electrical Code NO UNDERGROUND UTILITIES IN POOL AREA DEPTH: T-0" Deep C-4 C4 z z
VGB COMPLIANT MAIN DRAIN Cq C6 N 0
DRAINAGE DETAIL-FINISH GRADE SLOPE AWAY FROM POOL VOLUME: 750 Gallons LL — 1-1 0
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8AWG BARE SOLID 0 >- of of a: 0�
(_-R3Ur4DffNG&BONDING DETAIL POOL LENGTH: 22'-0" x < < LU M
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB 0 < :D :) I >_ I
GRADE,AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OFA SWIMMING POOL POOLAIDTH: 10'-0" LU of Z ry
(D
Uj
z < ry
OR SPA WILL BE USED. POOL 10' x 22' INT.POOL TILE: 136 Ln Ft < Uj Uj >
W/WATER FALL & ROSETTE +18"Raised Beam 23'-8" Ln Ft D_ 3 L.L LL 0� F-
INT.TILE TYPE: STD
PLUMBING INT.POOL SURFACE FINISH: Pebble Finish LU
1--
of < W
ALARMS: YES LU UJ
Mew Grade Elevation New Grade Elevation Aj-,
0.� < CO
0.1 FENCE(SELF-CLOSING GATE):j YES < 0
< LLJ
+18" RAISED BEAM EQUIPMENT Lzwzwzv
-I UJ P 3: � 3: 0
FILTER: Jandy CS150 Cartridge Z < LLJ
< (D Z < —
ROSETTE 31-011 ROSETTE 0 < 00f of T_ =
PUMP: Jandy JEP 1.5 HP VS ePump
I C C 0 y U) CL 0 0 a- r) 0
1 of 2 WATERFALL 2 of 2— HEATER: Jandy Heat Pump JE2500T
(-T FROM T-O.B.)
(-6"FROM T.O.B.) CHLORINATOR: Jandy Aqua Pure 700 Salt Cell
CLEANER: Quick Clean Floor Cleaning System G4
POOL MAIN DRN: NOVA 7-3/4"
-011 C:) Uj
------------- --- -- --------------- 51 31-011 _oj_
EP CONTROLLER: Jandy Variable Speed Controller
91 _��,D E DEEP
ng >
221-011 OTHER EQUIPMENT W
Uff
Skimmer-Starite U3 %
LLJ
LU
PLUMBING LINE FROM MAIN I Cl)
-00 400*120v Pool Light
U)
36"Spillmay
BARE#8 BOND WIRE POOL LIGHT (2)Rosettes(By Owner/Plumbing Only) (L
z 5' BENCH Cl)
ATTACHED TO POOL STEEL
DRAIN TO POOL EQUIPMENT
W Cn Cn
INSULATED#8 BOND WIRE ii,
cc) New Grade Elevation .... ......... 0
CONDUIT FROM LIGHT NICHE `-1 OIL
011
THRU DECK BOX LIGHT GFCI 0
PROTECTED SKIMMER
ACCESS OFF
2 5 NEIGHBORS DRIVE
Z
< (D OFF DAVID STREET
W
1 _9V1
LU 0
Z 7 �i - oiLExisting Grade
0 U) ry 00
_j
LU ce)
_j Cl) 04
0 0 LL 0
LLJ 04
0 d W 0 < co
0- 0 0
2 QIJIK CLEAN
LL
0 WAY ddckEY_�� z
U) 3
LL
2 WAY RRA N 0 C/) C-)
0
< <
0
AW3
AY
WAY
RESIDENCE
wN M E W ::j U.J W
LL 2 0
W
WAY M
C.6 0 Z
L
U) IG EXISTING W < < z 0
z "v�
a: < >
LU
�"'g li U M P LU
LANAI Directions (D C) C'q _J _j
NO
HEATER
C14 < co
FILTER
NORTH on AlA
%
f 0,11 LEFT on Atlantic Beach
CY J-BOX
p
"k 0 0
RIGHT on Pine Street U)
LU
(D
LEFT on Sturdivant Street
7�N'i Uj
U. \�—GFCI RECEPTACLE
U) W
U.1
POOL WITH QUIK CLEAN, GAS HEATER RIGHT on Magnolia Street
Z UJ
(D U)
WATER FALL & ROSETTES \�_TIMER & DISCONNECT (HoUS�!!kpq_Lpft)1
FILTER SCHEMATIC--(NTS) WHOMERILIN BACK TO PANEL 0 LLI n <
A < U) (n
V
14ATM l
VWK OVER GENERAL Il
Poll Opt L POOL is To Be BUILT TO COMPLY"TI4 FLORIDA,
COUNTY AND CITY SUILDINS CODES.
J05 SPECIFIC PIPE SIZING, TOTAL DYNAMIC 14EAD BRICK C011 X Z ALL MErAL PART$HITWIN,-5 Fr.HILL BE GROUNDED
I AS PeR NATIONAL Ell CODE AND AS RE-Cl
R,
CALCULATIONS AND EQUIPMENT 51"'ECIFICATION5 BY LOCAL INSFWTOR.
AND vOCUIENTATION ARE TO E5E PROVIDED f5y THE 3�MTRATION SYSTS1 HILL PAVE SW'PICIENT CoAPACITY
POOL CONTRACTOR 1=0R, EACH PROJECT. THE POOL To PROVIDE A COMFLETS TUF44OVIM OF M)01-"ATM
t-KS BAIR COW. IN fra T14ELW POURS OR Il
CONTRACTOR MST USE THE MAXIMI-1 FLOP4 CAPACITY 2-03 OARS 04 50 11MCK,13OND
COW.IN W Or-14AItR- SEAM 4.PCOL CONSTRUCTION TO BE TOE SAM6 F-WARMSSS
Of= THE SELEOTtV PUMP AND PROVI E HYDRAULIC SIxil BOND LINE TILLS Op SIZE AND StIAPE.IF FILL 15 RMORW FOR 2 Pill TO
4 Fr.Of`HALL WWOW TOW WALLS PAVE TO BE
CALCULATIONS FOR TDI4 TO DETER11INE PROPER REINFORCED Hill ADDITIONAL STEM Ill 104.al KAYV
PUI-IF AND pIpINO SIZING. TOE MANUI--AGTURf-1R*5 4:1- ANDI OR EXTRA Kdl TWCrZNWS(W TO 109
S.ALL PVO,PWF-HILL Be Wil 4o—
E-aUIPMENT SPECIFICATION5 AND OT4ER DOCUMENTATION G.ALL r1l FIXMRW AND POOL LWAM TO BE BONCIl
J=OR PUMPS, FILTER$,, WETER EOUWTIENT AND MAIN POOL SR�LL 3000 PS11 FUMP`r%X CONCRETE ALTJ7=F.NATP- 131�AM To FOOL STEEL AND 6ROUl Will
PNEUMATICALLY APPLIED. -- 1,FOOL ALARM DO NOT NEED TO 011 1-�Il
of;zAINS A140 COVERS ARE TO ISE SUBMITTED POR, 5*-'?*114 VERTICAL HALLS(+-rpj r-INI-%4 DETAIL
Rr=VIMH AND DOCUMENTATION FOR 41517-INO TWE ill IN COVES AND FLOORS,il S.SOIL CONDITIONS AT FOOL LOCATION ARE ASSUl
2500 MIN.at"TZ MAY Brm SUISSITIOTED To BE ADEQUATI!FOR A SINGLE FAMILY 01,-11%.L11l
CIRCULATION 5Y5TEF1. POR 3000 fl C424CIRM q�, TER"Te CONTROL WILL 515 APPLIED UNDER ALL
RETURN LINE
jal r0l AND FILTERS HILL Be ANWORMO TO A
CaNcReM PAD k#W TAP CON All
........... 09 PROVIDED
ALL POOL AND SrA SUCTION INLETS 59ALL
5011ER RT14 A COVER T14AT MA$El TESTED AND ACCEPTED
BY A Fj=GMZE0 TF$TINS FACILITY AND COMPLY Il
Aj4WjABM4 All 01'SUCTION FITTINGS FOR USE IN
SHIMMINO POOLS,SFll WOT TU514 AND k"RLPOOLS ISATWTUB
VRETURN b4li-er APPLIANCES'
12.T"il FOOL DESIGN HILL ll CWPTMS 42 AND 45 OF Ti4S 2014
iREGOWULATICIN PUMP UNOEF414ATER LIGHT FLORIDA BUILDING CODE ST14 EDITION. 42 AND 45 OF
M RESIDENTIAL POOLS MUST Cdril WITH CWAPTERS
7ve 2c"FLORIDA BUIDINS Com STR E01110N.
SKIWER SUCTION 114�FOOL CONSTMICT1614 Il Il 2011 NATIONAL ELEWll
z SW 690-%1BX2)tb)FOR FMR41UeR,00l
\MAJN DRAINS MEET TOE VOWMA Gil LL51NO AT LMAST 4MEM 08 AV40 MARI!SOLID COPPER
MAIN 7DR-AIN CTIC4 ElAFl POOL AND SPA SAM"ACT 00NOUCTOR.
is. FOR IMMOE14TIAL POOLS UP TO A HATER CEf"
OF W-00 03 PJE13AR 12*DJOS41C OVER W-O';
SFWtAl-ENG4NEERINO 15 PJ5WIll AND IS NOT
POOL A PART'oF TWIS DRAWING SPUCIFICATIOl HALL
FILTER 1041004ESS SWALL PROVIDE COM C4VEA Ol
REINPoIl FOR ol Il A SPECIAL DESIGN
HILL Be Rzax$zw.
ReTURN,04.MT IS,,piMIDENTIAL POOLS S14ALL C42-VLY W4T14 TI-Il
ANSIlApSpl 2qn FOR RESIDENTIAL INOROUND Ill
AN1S11AMp0qCC-3 2014 FOR FERt-WIENTLY INSTALLED
RESIDENTIAL SPA%AND AialAFS�AOC-1 2013 FOR,
qjmvN eNTRAPrew AvoinANce suNol
RWURN LINE AND ANSVAP5PACC-15A 2013 STANDARD Fop.RMtOENTIAL
SKIMMINS,PCOL,AND SPA ENERGY eMICIENCY
11. Co NOr USE CR tWERATe P1001-OR 5P`A IF T14E SUCTION
TYPICALSWIWINO POOL I-1TTING Is MISSNO.BROKEN.OR Lol
10. JP WE SUCTION 114LET SYSTEM SU04 AS AN AUTaIATIO
CLaWl SYSTEM IS A VACUUM CLEANER 5YST131 WC"
PAS A SINGLE 91,10TION,INLET,OR MUl SVOTION$'Nil
LOW WICl CAN Ell ISOLATED BY VALVES,T14W EACH SICTION
PROMIX VARIES *&Zr 59ALL FROTWT AGAINST USeR ENTRAril By BIT44ER
imal t- COVER,W X 12'6RATE OR LARGER,
14 00 S-mri 4#T14ICK COl VM-CK AN APPROVED Atm-vomnx
A
SOX 03 OARS GRACE 40�12-Ol w FIBER Ill 2500 P-1-1 on oT9ER;APPROVED rill
VMMC,AL AND 4-
pORIZOWAL(TYPJ
COWAol SOIL Ull MYNOWENBERG 4 A5500., NO-
rRoivil
k4mil CCH011 DECK, n[T=to"ENGINEERS LANDSCAPE ARCHITECTS
il RIDOEKOOD AVENUE "OLLY 14ILL FLORIDA S2110
rSSW G-il PAX(ZSW ST71-244
V2*MARCI
LL APPROVED
UNDER?WATM Lt011
, ------
1;!S 12*ON CENTER TYPICAL
eAck WAY(49RADt-401
DIRAIN 101m INVERT NEWS TO Be I's TIMES
Tw-VIAril CoHN,FR011 TWa Tol OF T14E O]ESIeN %;Op'' w
MAR4 CRAIN GROATE TO Tm TOP Or Tte D"R W Rr=LJl mus on 2* 19UPIFS(DE POOLS
MIN CRAIN FM 91 TWE PIPS COMM IN VERTICAL 14YOROSTATIO5 RELIEF VALVI!,W R!50�0, 515 BEACH BLVD.
To Ve il CRAIN BOX FOOL 0"all 5000 Pw r1l"m CONCREM
IF TPE MAIN CRAIN JIIPE 00l INTO TM %P PNmrATWv&I.LY At'll il VAL" VIT44ur JAcKWl Ell FLORIDA 52250
Sl IN VEll 14AUS tTYPJ cI04-244il
MAIN CRAIN BOX WORIZC44TALLY.71-M COVER DEEP FLOOR 6*-B*94 CION"AND r-1-coll tTyPj
Fill Tme TOP OF TWE GRATrz TO T49 TOP Ltl;l CrCO44090
HALL REINFORCOl St opt
Or T14S MAIN CRAIN f4M NEEDS TO Be M TO,-151-Ol 891l 2500 t1l GUIl MAY Be SUEMMTW U,
I BAR 0 W ON CENTM EAC14 WAY<1,cr ol FOR 3000 Psi CIONCRETI!
TIMES TPE CIA.OF THE MAN CRAIN MM� DEEP A40 OVER.
0 EMIR a 00 ON 004TER,SAO"I-MY X-IJO*
I-V2 TIMES Ti-e DIA. Richard & Susan Dalcero,
11-1/2 TIMES TOP-a
T VALt
ro
212 Magnolia St.
Atlantic Beach, FL 322333
Z.B.-Ol Speer I OlF 4
CRAIN, PARKER rm"yN
CRAIN
T1,46RAPY JET
We MA114 DRAIN PIPE INVERT NWDS TO BE 1.9 T111ES
FZTUF44 LINE Twe DIAMErM DOWN PRO"We TOP OF
MIN DRAIN CPATE To WE TOP 6P WE
IWN DRAIN PM IF'n4F-FIFE=�IN VMMAL
TO We MtN DIRAIN BOX
IF We rWH ORAIN FIFE CO-e$INTO We
11AIN CRAD49 reer T";E VIR64MA 0RA4m MIN EMAIN BOX WORIZONTALLY.We COVER
RECIRCULATION PUt`P OA<EP-POOL AND SPA SAFETY ACT. FROM 77-0 TOP OF T14E 6RATE TO WE TOP
ISECONp HAII4 vRAm MY Eia ON SIDE HALU OF We VIAIN DRAIN Fire tame TO Be M
T41eS Tge VIX OF THE"AIN PRAIN PIPE.
MR ORAIN t�UrTtom W/2 TMES TI-M VIA. I-w Ttle$TI'm DIA�
CWL=t4AT0A%,,,
POOL
WDERHATM LR%4T
MIN
DRAIN
REMIRN I"
................. 3/4*'SULLHOW
TILE OPTIONAL
M4 M76S OF
STEP.
CAP TILE/MOW OR CANTILEVER WIW
TYPICAL 51=A FOOL 2 MAIN DRAINS ON FLOOR Td-E ACRLYIC FINISH
'2 03 REBAR
-T-T-
4000 M CONCRETE
POOL SHELL-
rNEUr%T1aAJ-LY APPLIEu.
G"N VERTICAL WALLS(TYP) 4"T14CK CONCRETE
is,114 COVES AND FLOORS(TYP) Dr-CK w FIBERM
S000 psi
2500 MIK GUNITE HAY Be SUBSITIUTED, WATER STEEL
FOR BODO Psi C-OwAmm LINE RZINFOROW
C'
CONORM
6*X6'CEWAt1IOTILM
V21*CLEARTZ
..........
LOW
VARIES /FROFILE
BOX
UL
UNDERI-IATER
L104r DECK AND TILE DETAIL
PARKER HYt40l4f-=MrzRG 4 ASSOC, INC.
GCrFAOTW SOIL PROMMONAL EN0KEERS LANDSCAPE AROPITeCTS
mn M"M4000 AVENUE 14OLLY 14ILL FLO1410A '3211S
UNDER CoNaErm (SeAW 6i'l-68cit PAX(3W)0-11-2114
HAN DRAIN
SUOVON L a TYPICAL
RE-510eNTAL SH/1-00L
#3 BARS W OX^' DESI(SN FOR
VERTIZAL ANO
0 SURF51m POOLS,
0 VORIZONTAL rrYPJ BLVO.
On (ORAOS 401 NOT V6ALID 3
MAIN DRAIN W MMF 3 ILLF:EW-ACK FLOPMAS,2250'
FLUG 09 2* 1904-246-2666
00
14YOROSTATtO RMLItr- 0 State Llt4m3a CfCO44080
VALVE,IF REaV.
ROCKew Richard & Susan Dalcero,
�10" r
212 Magnolia St.
Atlantic Beach, FL 32233
PAW-M MW SUMT 2 OF 4
POOL SONDINO NOTE$: SONDINO coNoUcTom,
COPMR SONOINO CONDUCTOR WALL Se BONDED TO THE POCt-AND SPA MBAR AS FROM POOL OR APPARATUS
1. eOUIMTERrIAL MCNOIN&OF PERlMeTER SURPACES MOU RES A SWO�,K 4 LoCATtcM Mwrol AT uAcw SEPARATE 1300Y OF WATER,USIWO A OS Af4G
COPPER CONDUCTOR;MIN"X1*S ANG SAM SOLID COPP aR BARE SOLID COPPER CONDUCTOR.MR 111ON-CONPUCTIVE POOL,SHELL1%EONDINO
CONDUCTOR 14MC44 FOLLONS,THE CONTOUR OPTHe PERI IMER AT 4 POINM SHALL NOT BE RMUIReD.
SURFACE OF T14S POOL FROM W TO 24'FROM THE INSIDI�14ALLS
Or THE POOL AND W" is SECURED"TI41H OR UNCER-Iii 4. COPPER BoNDING coovw-roiz 94AI-L SM ECHOED TO WE EQUIPMENT'ORGUND OF
PERIMETER StIRFACE 4"To G*BE-ON SUSGRADF-TM PE UMTER THE pCoL PUMP MOTOR AND aWER ELECTRICAL CCM)NMOS AS REQUIRED DY
BONOINO WALL 5M ATTACHED TO THE POOL REINF-ORCII 6 SHELL WO 60026(VERIFY LO(A—nomV USING 00 Aj-W BAM SOLID COPPER 141M
AT A r**'LH Of 4 POINTS UNIFOWILY SPA.,--W AROUND-1415
PERVErER 012 THE POOL. 10. COPPER BOND"CONDUCTOR SHALL 09 SONDED TO ALL METALLIC COMPONENTS OF
2. ALL UNDERORC04D OR,UNDER SLAS CONNWT1ONS MALI.BE BY LISTED MANS THE!POOL AND SPA AND TRE METAL STMoTUMs,INCLUDINo,E3UT NOT L"TW To,ALL
HANDRAIL%DIVINO SOARM AND LADDER ORABRAILS,IN THE FOOL 90 SPA AND
PER NEC 2000. BONDINO CABLES UNDER MAO VALL E E PLACED AT THE BOTTOM AND INCLUDE ALL MTAL NIRING AND ALL M(EP METAL PARTS TNAT ARE WHIR 5 Fr-
OF 5XCAVATk-&L PORIZOWALLY OF T14M INSIDE WALL OF We FOOL ISPAI AND 12 FT VERTICALLY ABOVE
S. WHEN REOAR 15 UTILIZED FOR WE CONSTRUCTION OF PL WTERS AND FOOTERS THE MWOMUM KATER LEVEL OF THE POOL USINO 410 AKO SAM COPPER WIM- NOTE I
ADJACENT TO WE FOOL(MWfN S r-T).THIS MBAR SKAL-Be BONDED USING IL ALL POOL AND SPA lJoWINO NW44r:S$14ALL OM OONOW TO FOOL AND SPA REEAR
OS ANS SAM SOLID C4PPM CONDUCTOR BY LISTED MANS PER NSC 250,8 PER NW GSO.THE coPPM SOND1140 C4NOUCTOR SHALL Me SCHOW TO THE
TO THE 130NOfNG CONOWTM I;zasApt AT eOTW THE FOOL AND THE Spok PER NOTE 8,ASOVF,k44014 SHALL,04
4. LOCATION OF COPPER BONDING CONDUCTOR,WN011465 J LImPER$,AND CONNECTIONS TURN,PROVIDE SONDING OF 714E LUMINAIRE NIGReS.
SHOAN ARE DIASSRAI-MT10 ONLY CONTRACTOR S4ALLF VIA>RouTe To VEMRMINe AJ PER T14LX NEC,NFPA 10 ARTICLE 680�23(W(S).STATES THAT BONDINO SPALL NOT Se
EXACT LOC 4TION.SONVINo coNDUCTOR 54ALL CONSCM I To THE SMAPS OF WE FOOL REQUIRED FoR LUMINAIRES T14AT ARE LISTED FOR WE APPLICATION AND 14AVE NO NON-
k#4"rawrAwwr.vioai;4 RADIAL cmvm-No wo fv om%;ALL ea paprorrED. CURJUNT CARRYING MTAL FARM 114 A=TIOK PER ARTICLE 08026(S)(4).EXCEPTION
S. REMSTANCE OF T14E GROUND SYSTE"S14ALL lk>T EXCM 1 25 ORMS. STATES T14AT LISTED LOK-VOLTAGE L1614TING SYSTEMS WIW NON-METALLIO MF"NG SPELLS
SWALL NOT REWIRE SOWINa.
6. IF MWIRED.ALL OROUND ROM SPALL BE 5/0"COPPER CLAP STEE1,W LONO T14EMMM Lt""IMS T14AT ARE LOCATED IN WE CAAW 2 CIRCUIT kOT14 POLMRIO/
AND DRIVEN TO A DEPTH OF 2r SELa;4 r-jNJ.%4aD ORADR:*mNIMU;j AND NPERS NON-CURK!ENT CARRYING METAL PARTS ARE NOT REQUIRED TO Ee SROUNOW/60NOM
USED WALL SC-SONDED USR,*AS A$4r,BARE SOLID COP FeR CONDUCTOR SY LISTED
t'r-ANS PER NEC 250S TO THE f3ONDING CONEXICTOR. 12- ELECTRICAL CONTRACTOR SWALL CALL MR THE INSPECTION Of 71�M 010NDWS Or NOTE I
1. SPECIAL CASES MY INCLUVE,BUT ARE T40T LIMITED TO,)rAMS14tN&EDGE FOOLS, T149 POOL AND 11-5 PERIMM-M 5URFACES,PRIOR TO COVERAIP OF TOME AMAS�
POOLS W(TI4 PERI-�OF VARY*36(VERTICAU ORADI M,041INIS14W FERIMETER,
SURPAGE5 LIKE EDGE PLANTER5�5TOPA;�ETAJMNO NALLS,AND ZERO-LOT LINM
44 THESE CASES,THE somwo CONDUCTOR SNALL BE INSTALLED IN ACCORDANCE
OT14 NW 08020,NOTE I(ABOVW.AMD DIRWTION FROM THE AUTWORITY 14AVING M*Ul 5/8*DIAMETER
COPPER OPOW40 ROD fROM POOL,RMAR OR
JuRtSviamoN(A".Twe ELvamicAL CONTRACTOR smAU.sm RESPONSIBLE FOR NOTE I DRIVEN UNTIL MAXIMM BOK0246 CONDUCTOR
COOKOIt"TION,OF WM WNPING"TI4 T14E A14J 114 TRE VE TERM110TION OF ITS
APPUCA71ON OF Tf4ff I4EC. RMSISTANG-E VAUrm OF
NOTES 2 AND S 25 OHMS IS REACHED
SPA OF USE09 NOTEI
W?,0 JUt-1PER
NOTES NOTE a TYPICAL SONDN"G TYPE!S
TYPICAL TYPICAL Nar TO SCALE
sow JUMPER
NOTE 4 1� SPLICES(I4SLOEO OR MCPARICAL)WALL BE PEF;WO"D IN
TYPICAL OONP"VER ACCORMA14CE NITR MANUFACTURERS RECOMMENDATIONS,
NOTE to
fon TYPICAL,
sp*"No POOL, LT FV(TUM NOTES 1,4.
NOTE 11 5 AND a
LAr=,M HANDRAIL, 0 TYPICAL
ONOW,iaoAjwl ETC. TRANSFOfa�Mq
Pulp MOTOR
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tun To SCAJ! r7211 RIOSS400D AVENLIS 14OLLY HILL FLORTDA 32116
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POOL VoNT Hlowe L7— (5000 611-69MI FAX(3W)611-294
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BOND CONNECTION.FER NEC 250B TTFICAL
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POOL UNDERSROUND elONDING CONVOCTOR.#8 A�q&(I"ANINt" RE51DENTAL SWFOOL —nI
REINFOR01" Ep C)rz5lc7N FOR -n
STEEL SUPIF51DE FOOLS 0
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q04-240-2066 m
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Richard & Susan Dalcero �0
NOT TO SCALE
SCHEMATIC NOTES. 212 Magnolia St.
L THE EOUIPOTENT(AL 50NO11,16 or-ALL CONDUCTIVE POOL-'44EU.S,PeRWETER SURMOM Atlantic Beach, FL 32233
METALLIC GOMPONEWS,UNMWATM L1014TIOS,MTAL FITTIN05.MX4Tf?JCAL MWIM-mKr.
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ANCRORS.
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2*X STRINGERS DEVICE-51�AS A 2"X* ATTAC44ED
4744 ANO$4OR NAILS OR TAFC*NS TO
PLACED AT 2 Fr ON EXISTING 024CRETS LANAI 09
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STM Tex FOR"w — MSTINO STRUCTURE
STRUCTURAL STEEL
mm-11—i
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WO T�M ANGLE OF REPOSE OF EXCAVATION
i SACKFILL SM41ND-444ORINe-TO
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INTO GROUND MR.11" MOSTING STRUCTUFM
OR OTNER"WSUFFORTM> —FROVIM kleEr Ootrms As
To PREVENT PRO"KICKING AfMOMIATa.
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CAONSTRUCT RoUsU SWELL AS
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PARKER HYNOWENEM!R6 4 A5500, INC.
PROFESSIONAL ENGINEERS LANOSCAM ARWITECT5
JVq RIOGEKOW AVENUE PtoLLY A" FLOF40A 32tn
(380 Wn-S" FAX(SSW 011-244
TYPIOAL
RESIDENTAL 5k4/f=OOL
DMION t=OR
19URPSIDE f*001-5
313 BEACH BLVD.
JACKSON)ALLE 5EA614,PLORIVA 322W
q04-246-2666
Swo I-To"a CPW44400
Richard & Susan Dalcero
212 Magnolia St.
Atlantic Beach, FL 32233
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PARKER Fbr--#32645 S"Eat 4 OF 4
J
Simplified Total Dynamic Head .Calculation
Pool,Only
Determine Maximum System flow Rate: JEP Performance Curves
Swimming Pool Info: 221 3 to 5 to NIA Volume: 5750 gallons
(Shallow) (Deep) (Shallow)
Surface Area
Spa Info: N/A 0 0 Volume: 0 gallons
Surface Area (Depth)
-4 -4
----- ----- ----------
5750 Total Volume 70
-----------
Preferred Turnover Time in Hours 6 x 60 min. 360
Jandr-carridge Filter.CS Wes
(Hours) (turnovi Ir time in minutes) z
A
40
divided by 360 16 gpm 0 16
Maxium Pool Flow Rate: 5750 gpm
C
30
��E-q,-o HP-3060 RPM-
JP� Ht,300 KPIM
(gallons) (turnover time in minutes) (flow rate pool) (feature flow rate) P400 RPM i
20
0 flow rate =:F; - YPviZ in
Spa Jets NONE 7 .......
x 13 gpm per jet S Pm
(#of jets) (jet flow) 0
0 10 90 30 40 50 60 70 W 90 100 110 120 130 140 11W 160 170 180 190 200 210 220 230 240 20
Design Destgn
A&A Quilt Clean System 3 x 12 gpm G4V Venturi I-leads 36 flow rate Flow GPM
Head Pressure
Drop
1 X 7 gprn G4 Low Flow Aeads 7 flow rate LOSS
(ft head) (PSI)
NONE x 0 gpm Cleaner Hi�ad 0 flow rate 4
43 Total Floor Heads flow rate
(#of heads) (head flow)
Maximum Pool System Flow Rate: 43 4- Highest requirDid flow rate between"Maximum Pool Flow
Rate"and"Spa Jets"and"Quick Clean System" cs-200
CS4150
$1,00
Determine Pipe Sizes:
3wr 136 gpm.Maximum System Flow Rate
Pool/Spa: Branch piping to be: inch to keep velo--ity @ 6 fps.Max.at
Trunk piping to be 2.5ft inch to keep velo--ity @ 8 fps.Max.at 117 gpm.Maximum System Flow Rate c 30 60 90 1200
Return piping to be 2rr inch to keep velo-,ity @ 10 fps.Max.at 103 gpm.Maximum System Flow Rate Flow Rate(glim)
Total Head in Feet Conversion Chart
Inches Mercury (V cuum Gauge) OFFNCOE COPY
1 2 1 --4 6 8 1 b' �'--J '14 1 16 -1 16
Determine Simpified TDH(POOL);
Distance from nearest edge of pool to pump in feet 30 0.0 2.3 -1 6.8 a.0 11.3 1316 15.8 18.1 20,3
Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foo @ 117 giorn(from pipe flowtfriction loss chart)= 0.09 1 2.3 4.6 6.8 311 IiA -L�.s 1543 18.1 20.4 22.T
4.6 &S $.1 11.4 133 Me 18.2 20.4 22.7 25.0 1
Friction loss in return pipe 2" @ to fps inch pipe per one foo @ 103 gpm from pipe flowfinction loss chart)= 0.16 6-9 -$2 Its is.? 16.0 10.2 20,5 22.8 25.0 27.3 Flow iflit!Filgloli Loss Pot Foot
IT- 3.2 fts 13.8 16.0 18.3 20.5 2M 25.1 27.3 23.6
Length of suction pipe 30 x Ft.of head per one foot of pipe 0.09 2.70 TDH in piping
11.6 13.8 WI 18.3 20.6 Me 25J 27A MG 31.0 Schedule 40 PVC Pipe
Length of pressure pipe 30 x Ft.of head per one foot of pipe 0.16 4.80 TDH in piping 6 Me 16.1 18.4 20.6 22.3 25�2 2TA 2S,T *1.$ 34.2 VelocIty-Feet Per&evond
TDH in piping 7.50 16.2 10.4 20.7 23.0 25.2 27.5 25.7 $2.0 34.3 3115's Pipe Size 6 fps 21 gpm 8 fps 10 ps
a 16.5 2M 23.0 25.3 27.5 2$.8 $2.0 34.3 36.6 38.8 1., 16gpm 014' 0,51 6 gpm 0,35,
Other Loss in TDH ft.of head # Filter loss in TDF (from filter data sheet) 4.50 (from filter data sheet) -70-T 23�11 25�3 27.6 23.8 32.1 34.4 36.6 38.S 41,11 1s, - _ _- 11 11-1-1
7 gpflI 0,08' 50 gpm 0,141 62 gIpm 02T
Main Drain 2.34 2.34 1 Heater loss in TE IH(from heater data sheet) 0.00 (from heater data sheet) -715---OT 25A 27.6 23,$ $2.1 34A 36.T 38.e 41.2 4�*A 2" 6�gpm U161 82 9pM 0.10, 103 gpm 0,16,
11 25.4 27.? 23.8 32.2 34.5 38.7 3$.0 41,2 43.5 111
-- 25, 88 gpM 0.05' 117 gpm 0�091 146 gpm 0.13'
Returns 3/4" 0.00 3.30 0 *Total all other loss 30.99 1-2 2TJ 30.0 32.2 34.5 36.6 05,0 41.3 433 45.8 4811
4V - 3.1 138 gpm ON' 181 gpm 0,07' �2279pm 0,10'
Therapy Jet 0.00 27.72 0 Pool To I Dynamic Head(TDH) 43 13 30.0 32,3 34.6 36A 38.1 41.3 43.6 45.8 48.1 SOA 4 �Ngpfll --A'.0' 313 gpm 16�0� 30,�pffl_
Tr- 32.3 34.6 36.5 3&1 41.4 43.6 45,3 48.2 50.4 $2.7
Floor System 28.65 28.65 1 6 1 534 gpm 1 0.02' 1 712 gpm 1 0,03"
tri 15 34J 36.3 3$�2 41�4 __13.7 46.0 48.2 503 52.7 55.0
*Total 30.99 19 37.0 3U 41.5 43J 46.0 46.$ 50.5 52.8 55.0 57.3
17 3S.3 41.5 43.8 46.1 48�3 50.6 52.8 55.1 57.4 53.6 '110
7-1 F- 43.5 46.1 45.4 so.6 s2-9 MI 5?.4 MT 611�8
19 43.3 46,2 48.4 50.7 52.3 55.2 57.5 MT 62.0 64.2
20 46.2 48.5 SOJ 53.0 55.2 SU M0 MO 111 6957
21 48.5 SO.* 53.0 55.3 57.6 50.0 62.1 64.3 66.6 68.8
62.1 64.4 66.6 68.3 TI.2
Pool Pump: Jandy ePump JEP 1 112hp !Ls -77 53.1 55,3 57.6 53.3
100 Gallons Per Minute 43 Total Dynamic Head (TDH) 23 3.1 55.4 STJ 53,3 62.2 64.4 WT 63.0 71.2 T3.5
0'* -
'3
55
II MO 62.2 6&L 66.7 63.0 71.3 73.5 75.8
i5A
24
Pool Filter: Jandy CS150 CartriI -78 MO 62.3 64.5 66.8 63.1 71.3 M6 75.8 78.1
Heater: None 26 60.1 N62.3 6C6 M8 63.1 TIA T3.6 75.3 78.1 SOA Pools Spas Service
-77 62.4 64.6 66.3 63.2 71.4 73.7 75.3 78.2 80.5 82.7
Pool 28 64.7 66,5 1 6S.2 71.5 73.7 76.0 78.2 SM 82.8 85.0
I I Im Nova 7-314 Pool Drain 29 67.0 63.3 71.5 73.8 76.0 78.3 80.6 1 82.8 $5.1 87.31 DALCERO, Richard & Susan
Main Drain: 30 69.3 71.6 73.8 76.1 78.3 $0.6 82.S 85.1 STA 83A
Floor Installation @ 150 9Pn- max. flow 31 7116 73.3 76.1 76.4 SOJ $2.3 65.2 V.4 83.7 $2.0
32 73.3 76.2 78.4 $0.7 83.0 85.2 87.5 B&T $2.0 $4.3 212 Magnolia Street
7 33 -7s-2 -7 8.s ao.a Eo 85.3 $7.5 89.8 32.1 34.3 367
34 .8 a2.1 UA $6.6 Ma
::1-TS5
- 3-5 E-1 N lantic Beach 32233
1 80,5 1 $3.1 S. 2.2 84A WT $8.3 101.2
2/8/2016