2050 Duna Vista Ct pool 2011 GENERArDESIGNRE H9NMNTS SPECIAL SPA REQUIREMENTS:
-DESIGN,CONSTRUCTION ANV-�wORKM�ANSHIP
-NJAXLMUM WATER DEPTH 4',MA)CDAM SEAT DEPTH
if
FLOW TI1RU SPA
4 SHALL BE IN CONFORNVIY VITH THE 28",MAX.
ER REQUIRED.
NO SKIMMER
SKIMM REQUIREMENTS OF ANSLNSPk 3,ANSIINSPI 4,ANS11
ji -FLOOR SLOPE 1:12
TYPICAL GR_FOR 0 3 FOR SPA WITH NSPI 5,AND ANSIINSPI 6 AN]i ANSI/APSP 713ASED ON THE
S r -STEPS:N4rN.TREAD 10"X 12",7"MIN.RISER,12"MAX
FLEBAR,TOUT WITH ]INDEPENDENT
SKIMWER
POOL TYPE. IF IT IS
g A;8 CU TO PUMP FILTRATION SYSTEM RISE
_R EXCEPT THE BOTTOM STEP MAY BE 14
-SEE NSPI FOR DIVING WATER
A�NVELOPES. THE SEAT.INTERM[EDIATE TREADS AND RISERS TO
-SLIDES SHALL MEET THE MATlUFACTURE'S
BE UNIFORM.IF THE SPA IS OPERATED t Q
J1 OPTIONAL DECK W/ INSTALLATION REQUIRM13krITS.
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
PITC]
1)4 -1 IN 10 ENTRY=REQUUCTM AT T74
6 SHALLOW END AND TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER.
t DEEP END IF OVER 5 FEET DF4EP.ACCEPTABLE ARE -MA)MvnjM TEWERATURE 104 DEGREES.
OPTIONAL 12V LIGHT STAIRS(10"NHN TREAD WIT41240 SQUARE INCH MIN.
-MEET ANSIINSPI ARTICLE XVII,SAFETY
RAJILOPTIONAL.— AREA,12-MAX RISER WITHiNTERNEDIATE TREADS
W/TRANS.%*BRASS INSTRUCTION/SAFETY SIGNS.
OR PVC(SEE NOTES) RISERS UNIFORM). LADVDERS,UNDERWATER
AND -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
NO LMTAj1jjONS TO
SEATS,AND SWIM OUTS MA&20"BELOW WATER).
MEET LOCAL CODE IF GREATER-
J, 1 -CIRCULATION SYSTEMS,CONUMNENTS AND
DUAL MAIN DRAINS SHAPE EXCff4PT FOR
REQUIRED(TAMPER DIvOG EQUIPMENT SHALL COMPLY'VITH NSF 50. ELECTRICAL REQUIREMENTS:
PROOF/SEE NOTES) -THE MAXINIUM TURNOVER RA:�TE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR kUEASE AND -WHUNG AND BONDING AND ALL ELECTRICAL TO
ENTRY pft AND NEC 2008. 6
SWIN-OUT OR LADDER EQUIRED PUMPS 3 HP AND LESS SHALL W4EET ANSUU1081 CODE 2007 VITH 2009 SUPPIl
(SL#E NOTES)
'04PER PR
R.EQUI RED(Gli CU)
CIRCULATION-- TRANSFORMER
DOFISEE NOTES) THE FQ ED FLOW. ITHIN 15'PROTECT BY GFL
WHERE DEPT14 OVER (TAMPER
f
LINE
'DEEP(SEENOTFS) -SURFACE SKINOAERS SHALL N4EET NSF 50 AND FROM POOL,9"ABOVE WATER,J BOX 4'FROM POOL,
>LIGHTING&BONDING SAME AS THERE SHALL BE ONE FOR EXrERy goo SQUARE FEET BRASS TO I BOX OR TRANSFORM[ER WHICH EVER IS
OF SURFACE AREA. FIRST EXCEPT WHERE PVC IS APPROVED.
0 VENT POOL
RAIL OPTIONAL LINE >No LIMITATIONS ON SHAPE FLORIDA BUILDING CODE R41 01
-RETURN INLETS SHALL BE A IM&MMUM OF ONE FOR
"T
t 'ARE FEET.
EVERY 300 SQb
GENERAL POOL PLAN IS RESPONSIBLE FOR
-HEATER SHALL NffiET ANSI-Zl2ii.56 OR UL 1261 OR THE POOL CONTRACTOR
GENERAL SPA PLAN
UL 559. FURNISHING ALL DETAIL DESIGN RE
f -DISINFECTANT EQUIPMENT SH65,LL COMPLY WITH FOR EACH INDIVIDUAL POOL IN ACC
Y4"=I'
A BUILDING CODE,AND L
W 2'-9"Mi n.EXCEPT FOR NSF 50.
t THE FLORID
SEE NSPI 5 RE: O.NSTRUCTION SHALL MEET ALL APPLICABLE
SLOPING ENTRIES-4'-0"Max. HANDHOLDS -PRESSURE TEST PIPING AT 35 FTSI FOR 15 MINUTES OR C
d, MEET LOCAL CODE IF GRE k P, CODES INCLUDING PLUMBING,ELECTRICAL AND
GAS. PIPING SHALL BE SCH 40 PVC,NSFP-,MAX
6 PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS
SANWLE ONLY.EACH APPLICATION FOR PERIVET SHALL
k THE POOL PLAN SHALL SHOW THE DESIGN
IN I
BE BASED ON'A TOTAL DYNAIVff C HEAD OF 60 ft.
WATER PLUNMING AS PER THE SAWLE WITH THE
INFORMATIONREQUIRED H MAJNDRAJ2\T
LINE:
fill ND
EXCEPTION ROPE A' Determine System Flow Rate: PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3
ci� WITH APPROVED ANSVASME A 112,19,8.2007 COVERS. AS
NSTALLLDIF fi
Minimum How Rate Reqoired:35gpm per skimuner(Reqi-ned I Skimmer per 800 IS
Il FLOATS 2
`J1 Rad,.s AN ALTER'�NATE TI-LE APPROVED DRAINS MAY BE
LESS THAN 4'-6"
v
DRAIN
PLACED ON DIFFERENT PLANES.THE TWO
�4 CO
S
Pool Volume: sq.ft x ave depth N 7481 g;tic'
7&fax. gallons
SUCTION
SHALL HAVE A COMMON SUCTION LrNE_
L- LINE OF
11.0*Max. Turnover Tim in Hours hours x 60 in Lnit-ir nunutes T LfNF TO DUAL
j �q
VEN GRATES MAY BE USED IF APPROVED AT A MAXIMUM
Flow Rate: gallons! minutes 9prn I DRAIN GRADE IG IS RECESSED
3 Max. NIAIN OF I Y2 FPS AND THE SUCTION PIPIN
FROM THE GRATE THE DISTANCE EQUAL TO THE
TION PIPE SIZE. IN ADDITION A SAFETY VACUUM
SUC
PIPE SIZe4G CHART(NIA)MMUN) 'BE FNISTALLED. INS MAY
1 RELEASE SYSTEM MAY
VENT DETA
in.TO SLOPS�ICHA�
k
SUCTION PRESSURE CONSIST OF AN AIR RELEASE SYSTEM_THE VENT
o5
PIPE
if I (Optional) Y2" PIPE SHALL BE TIED TO THE MAIN DRAftj LINES,SEED
TIM SAME AS THEIMAIN DRAIN SUCTION LII�JT_,WITH A
POOL SECTION DVTAR� 35GP,-f 65GPM
it 105 -MkX1iVU?v1 LENGTH OF VENT PIPING TO BE 30'.THE
4 2�� 90 147 VENT PIPE WILL BE ELBOWED UP AND OVER WITH A
T.
i SBTS36,62007 135 2.30 CR-ATE FOR PROTECTION AND I..kBrI_ED"SAFETY
FOR BONDING AN 1)GROUN DING St S I EMS FOR SWIMMING POOL��' OF AIN 4" 235
j h THE US 396
-N -FOR M MAND—RUINS AS OF 12-19-08 VEN7-
U,DERGROUND BONDfING CONDUC ADE OF 98 AWG.BARE§OLID COPPER XVIR-E
SKBvLMERS DO NOT REQUIRE PROTECTION AND
BURIED TO A M INbi DEPTH OF 4 INCHES TO 6 INCHES BELOW§UBGRADE,AND I 8TO ANSI/ASME A 11119.8-2007
5 gpm
24 INCHES FRO.M INSIDE WALL OF A SWUMATNO POOL OR SPA,IS[9EEMED A MUST BE DESIGNED FOR A MINIMIUM 2 -
FOR POOLS WITH VOLI-r—AE=1 5,OW GALS.
PERMISSLBLE ALTERNATIVE OR EQUrVALEIN7 TO compLjA-NcF WfITH s.690 26(c)OF THE NG SHALL BE LABELED WITH
I THE FOLLOWI
NATIONNAL ELECTRICAL CODE PUNIP:STARITE P4EA5D.3/�HP 40 GPM bU'I UKIN
OVER:4OX60=2400 15,000/7400=6,251[OURS LABEL MARKER TAPE AT THE FILTER LOCATIO1
OFF SWITCH.
POOL PIPES,VALVES,PUMP(S)
FILTER--STARITE PTINI 50,50 GPM CAPACITY
PAVERS OR IT HAS BEEN CERTIFIED THAT THESE DESIGN
�ij FOOTING 4"13ECK MAINDRAN WATERWAY 640-231)(V CE WITH
IDECKFINISH
MIN.GRATE OPENAREA FLOW/i7s REQUIREMENTS ARE I`NT COWLJA.N
A, DPTIONAL psi(Miri.)CONC FPER CONTRACT- 7TH 20�9
CLE-A."FER-i VAC LOC VELOCITY G/SHC FLORIDA BUILDING CODE R4101,424.2-2007 Vv
-SLW) SUPPLI-MENIT,ANSUNSPI 3,ANSINSPI 4.ANSUNSPI 5,
%v/ ((N ON
VEN r SCREEN:WATERWAY 429-4030
A TSI/NSPI A
N
UNI:
CLFANER
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Jk.-
MAP S/--lD WING BLIUNDARY SURVEY DF,-
LOT 63, SELVA NORTE' UNIT TWO, AS RECORDED IN P L�ATU
V�
8 37A OF THE CURRENT PUBLIC RECORDS OF DU' AL. 0 TY, FLO
Ism z-
10
LL
40
/`5
7&
L)
0
7
7y
c
/w,
C
-07C
plot pi 1�1
"Oc
ye
e cis/
TOTAL LOT: 19,340 Sq. Ft.
/-,RE DASED ON THE NORTHERLY LINE OF LOT 63
I N S),7 8 5 6'2 8-E, B Y P L AT. HOUSE: 2,080 Sq. Ft.
DRIVEWAY: 760 Sq. Ft.
'41'ALDING RESTRICTION LINE BY PLAT, BUT THERE MAY BE ALL OTHER: 609 Sq. Ft.
R'IC*TION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY POOL DECK: 500 Sq. Ft,
OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY
i� AMIE NOT SHQWN ON THIS SURVEY, TOTAL IMPERVIOUS 3,949 Sq. Ft.
(APPROX. 20.42%)
-ZONES "A" 8 "X" BY
-R�'( APPEARS TO LIE IN FLOOD
THIS SURVEY WAS PFIEPARED FOR THE
BENEFIT OF
ERNEST SHAD 8 SUSAN SHAD
COMMONWEALTH LAND TITLE INSURANCL CO3
BUSCHMAN, AHERN, PERSONS 9 BANKSTON
DURDEN LAND
S"'UnnVEYORS INC.
LB 664 PROFESSIONAL LAND SURVEYOR NO,1674 FLORIDA
L�� H. BRUCE DURDEN, SR.
1103 SOUTH THIRD STREET DATE. AUGUST 23, 1997
JACKSONVILLE BEACH, FLORIDA 32250 SCALE: I"=30'
(904) 249--7261 FAX (904) 241-1252
THIS MAP OF SURVEY IS NOT VALID AND MAY BE USED FOR INFORMATION Al PIJRPo,(�F.(� nNi Y I !T Q(-M;-n
tn
FLAT GAGE TYP.WIDTH
1 TYPICAL STEEL LAYOUT FOR
Jl
AT TOP OF BEAM
SHELL WITH DEPTH
UNDER 7ft. 8-
WATERLINE— TOP 13AR STARTS 6"
WA TILE
TERLINE
FROM TOP OF BEAM
1v 1 F-H
J i:1 cli BARS ON 6"CENT15RS
4%
#3 REBAR ON IT'
CENTERS TYP.
0
POOL
C)
�6-
0 rp
TYP.BEAM
<
THICKNESS 4) cIs V)
)VOTES:
7ft. OF
Wr777TAI
>
DUAL MAIN DRAINS DEPTI-1
FOR ANTI-ENTRAPMENT
PURPOSES
ROU61-IOUT
# 3 REBAR To BE U50� TYPWAL Th
411 1;
> EVERY BAR-EW TO BE (OVERLAPPED 30 BAR DIAMETERS
111V 0 R
I/A 1,FA ICE 1.t.25
(EQUr
j
-T
r LrVE D& ArL,,,.5
> SEE ATTACHED PI-AA15 , OR VEIV
A
V
TYP.WIDTH
7 IRON TIE BEAM AT TOP OF BEAM
k
(7 IRON TO BE PLACED WATERLINE TOP BA
R STARTS 6"
EVERY 24 WATERLINE
TILE FROM TOP OF BEAM
A
IF
I L
p 7 IR�ON TIE BEAM ---
d
..........
#3 REBAR ON 12"
CENTERS TYP.
POOL
of
;FJ
LTYP. BEAM
DRAWN, B.Y: CAU
it 1�� THICKNESS
DATE:
it
DUALMAIN DRA11`14,�
FOP,ANTI-ENTRAPMEINT
PURPOSES ---
D L N D INS
�A
Ile
A
"d
CUSTOMER ELECTS TO USE ONE OF THE TOTAL LOT: 19,340 Ft POOL AREA: 403 Sq Ft
IONS
FOLLOWING OPTIONS:
lums
POOL PERIMETER: 85 Ft
I. HARD WIRED ALARMS ON ALL DOORS
HOUSE: 2,080 Sq. Ft.
A."M
DRIVEWAY: 760 Sq.Ft.
DECK AREA:
AND WINDOWS LEADING TO POOL AREA
500 Sq Ft
ALL OTHER:
609 Sq. Ft.
2. CHI LDPROOF FENCE
500 Sq. Ft. PLANTER AREA: 7 Sq Ft
POOL DECK:
3. POOL COVER z
:3
4. OTHER APPROVED METHOD:
TOTAL IMPERVIOUS: 1,9�S F�t LANAI: 522 Sq. Ft.
(APPR
�j H
I f
ui OX 20.4rl.)
CL
m U.
(u
BEgAM RAISED I Z'
1-4
BEAM RAISED 18"ACCENTED, 0
TYPIC*L BOTH SIDES
BY A 36"WATERFALL
0
0
�T, 5:
DASHED LINE
INDICATES BAC (4)WALL
K
RETURNS cd 5
OF EXCAVATION
--4
j �um
OREL
MAIN DRAINS
(2)SAVI COLOR
V
CHANGING LIGHTS Q)
7'
DE��7; APPROX.30'TO
�d 1.
PROPERTY LINE
-,�SUN
BENCH
-SHELF
10, . . . . . . . . . .
T: DEPTH
C L EL .
WALK IN
APPROX.7 -0 STEPS . . . . . .
TTO 4'
JI
PROPERTY LINE DEP'
LETRO
SKIMMERS
ba
-POOL:
ij I
a
J
LANAI
TURNO VER RA TIO
UNCTION
BOX 81.64 gal 60 60 qpm 4.61 hrs
.16,5
D
RAWN BY: CAC
4,
��d T1,
W
DATE: 28 Feb. '11
POOL EQUIP.
PIE APPROX, 45'
RESIDENCE
FROW P001.
LOCATION
SCALE: 1/8" 1'
F
(904)641 5265
1 [0