66 DEWEES AVE - POOL DRAWINGS TIT
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CUSTOMER ELECTS TO USE ONE OF THE REVISIONS
FOLLOWING OPTIONS:
1. HARD WIRED ALARMS ON ALL DOORS
AND WINDOWS LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER 0
4. OTHER APPROVED METHOD: 0
FENCE m
ci)
cl)
POOL AREA: 190 Sq Ft
POOL-PERtMETER: 58 Ft
0
............
co
0
cq
TOTAL LOT: 7,356 Sq. Ft. CN
m
HOUSE: 2,056 Sq. Ft.
DRIVEWAY: 436 Sq. Ft.
ALL OTHER: 199 Sq. Ft.
POOL ADDITION: 0 Sq. Ft.
DRIVEWAY
z
TOTAL IMPERVIOUS: 2,691 Sq. Ft. M I
(APPROX. 37% C4 >.
0 w
CL
0
TURNOVER RA 710 0-
p
5,686�z56 e)- 5� Apm 6 hrs
(3)WALL
RETURNS
——————————
MAIN DRAINS
I milk
BEAh RAISED 6"ACCENTED V.0.1 I
a 4- SKIMMER
DEPTH
BY A 24"WATERFALL
(TYP) 311
RESIDENCE
DASHED LINE INDICATES <:�POOL I INTELLIBRITE
I WHITE LED
BACK OF EXCAVATION
LIGHT
BENCH TI
I APPROX.6-1 Y-O", 0
0
DEPTH (L
1,TO
:�PROPERTY`l
I LINE U)
WALK-IN
STEPS W/
SUNSHELF
>
0
'o
8 6AU49E COPPER 6ROUND WIRE M 0 DRAWN BY: JRA
><
SECURED A T STEELE MA T OF SHELL
-4
AND P001- EQUIP. AS REQUIRED BY (e DATE: 11.10.15
CODE m 0
APPROX.POOL 10,77- SCALE: 1/8"= 1'
EQUIP.LOCATION
49.F.I. FOR P001- AREA NO CLOSER
(904) 641 -5265
THAN 10' TO WA TER:5 ED49E APPROX.21'TO
PROPERTY LINE
SHALLOW - bEEP - SHALLOW RMSIONS
TYPICAL STEEL LAYOUT FOR
SHELL WITH DEPTH
UNDER 7ft. TYP.WIDTH
AT TOP OF BEAM
WATERLINE
WATERLINE F
TILE Big
�1 TOP BAR STARTS V'
--A FROM TOP OF BEAM
f7i7+L
TOP(2)HORIZONTAL
BARS ON 6"CENTERS
#3 REBAR ON 12"
POOL CENTERS TYP.
I WIN!;III
w t—TYP.BEAM
THICKNESS
DUAL MAIN DRAINS
FOR ANTI-ENTRAPMENT
PURPOSES
NO TES:
> ORA WrM9 7"IMMAL FOR ALL 514SUS WrTATN 7ft. OF
IDEPTI-1
OR > # 3 RESAR rO BE USED TYMAL THROU9HOUT
> EVERY BAR-END TO BE OVERLAPPED 30 BAR DrAAIETERS
(EQ Ur VA L ENCE 11.25"')
> 456F A 7TAICNED PLANS FOR vEvr aw oErAns
7 IRON TIE BEAM TYP.WIDTH
AT TOP OF BEAM
Q IRON TO BE PLACED WATERLINE 0,
EVERY 24")
WATERLINE TILE ell
TOP BAR STARTS 6"
�_/—fft0M7TOP_0F_3EAM_
i I I I
I t I I
7 IRON TIE BEAM TOP(2)HORIZONTAL
04 BARS ON 6"CENTERS
#3 REBAR ON 12"
3
POOL CENTERS TYP. of
411110
DRAWN BY: CAC
TYP.BEAM DATE:6 Apr.'05
THICKNESS SCALE: N.T.S.
DUAL MAIN DRAINS DESIGNER:CAC
FOR ANTI-ENTRAPMENT
PURPOSES (904)641 -5265
nMMA BURDING CODE 14501 SPECIAL SPA REQUMMENTS:
4, all
FLOW THRU SPA SKRAMER 44 c%4
NO SYJM?AM FOR SPA WITH THE P0OL;COMltA.=R IS RESPONSIBLE KK -MAMMM WATER DEY.M 4,MAXWJM SEAT DEPTH
FURNISHM ALL DRTAIL DESIM REQUREMEM 2V,MAX
TyrxAL OR.FOR 0 3 MTRATION SYSTUA FOR BACK DMIVIDUAL j00L IN ACCORDANCE WrIE -FLOOR SLOPE 1:12
REBAR,7 Ot)T WITH THE FLORIDA EULDM CODE,AND ALL SM:MIN.TREAD-too X kr,7"MIN.RISER,12"MAX
#ScUTOPump CONSTRUcTm SHALL mWr ALL APPLICABLE RisEpt ExcEPT THE BOTTOM STEP MAY BE 14"IF IT IS
CODES INCLUDING PLtMWW.ELECIMICAL AND THE sF
.AT mummummEADS AND RISERS TO
OPTIONAL DECK W/ G". PMW SHALL BE SOL 40 PVC�NSPpw.MAX BE UNEFORK IF THE SPA IS OPERATED
PRESSURE VELOC=to FM SUlC`nM 6 FP& EKI MWrIENTLY IT SHALL HAVE A ONE HOUR
A SIX HOUR TURNOVER-
R.Am OPTIMAL POOL PLAN SHALL SHOW THE DESIGN TURNOVER,IF CONTINUOUS
OPTIONAL 12V LKW PLUMB=AS PlR THE,SAMPLE WrM THE
wintAM%*BRASS INFORMATION RBQUMED SHOWN,MAIN DRAIN -MEET ANSVNSPI ARTICLE XVIL SAFEIY
OR PVC MM YWIM pLUpAMM SHALL-Bg Two DRAW SWARATED BY 3' INSTRUchoNISAFETY SICINS.
NO LIM][TATIONS TO AMVASMEAUL19-320090OVERS.AS -PRESS=TEST PUMM AT 35 PSI FOR 15 MINUTES OR
SHAPE EXCEPT FOR .. .. .... .-MEET LOCAL-CODREF(MATEIL
DIMG ornoNAL—/ PLANES.THE TWO DRAINS
-��%AVEA COMMON SUCM()N IZ&X=CIN 0
%BBUNDIPAPPROVED
y ATAMAXI%(UM GENERAL DESIGN REQUIREb
)lUAJNVRA*uQu= 18 RECESSED
-CWJCUIATJON 0
OF, in
Aliffi�0000108NOTES)� I Ta -bESWL,_nMSTRLKTMANDW0RKMANSHlP
mom
RBQtHRZD(mmcu) )IMITMADON,DR40 SAW x=0K PIPE EM SKIMMERS DO NOT REQUIRE STUML; 2tVONrvjuvujrWrMTHE
OF APSPJICC 3,APSP/JCC 4.APSPACC 5.
Yll=l
WHERE DMYM OVER 01 Do
AND APSP/lcc 6 AND APSP/ICC 7 BASED ON THE
MINIMUM 25 WaL
il3L,jMDgSjaqMp0jtA
30NO LROTATKM ON SHAPE
THE FOLLOW
Wk� FILTElRLOCATION.
Sn NSPI FOR DIVING WATER
`4 RAM OFTMAL GENERAL,-,-sip*� SLMES SHALL.)AIRIMMIRMANUFACTURE'S
SWrrCH..
_JIREMINTS
&Y
u
INST,ALL' 'AtION.RB(A
I.JBLIC OR PRIVATE SHAM BE
OR STEPS IN THE SHALLOW
N.T.S.
�A LADDER
MUM
bt#t`ft bOttM 24INCHES(610
ENDWHERETHE
j
�jv
ft ............. "14
PRIVATEpWLS.WHEREWATMDEP`M
Fffir(t-g4 WTHERE SHAM BE LADDEW STAIRS OR
SEE NSPI I RE-1
—SLA)PIMENTRIM I .
HArCfK= MITER 27 FIDRIDA BUILDING UNDERWATER BMCHIT,swEm-ours IN THE DEW END.
IVIN EQUWMff IS TO BE
ACrURED D G.
-------- ------------- ------- 111011--1-11111111 1114110 OR SWW_0UrS SHALL BE RECESSED OR
POWER WrI7HIN 101 IF.
CORNEaL
MIN.to! LOCAMINA
tKANSFORMER
V CIRCULATION
lYSTEMS*COMPONEM AM
WATER, ATER,IBOXVLMOMPW4
I
tymis
CoNqYWITHNSF-50.
. . .... EQUIPMENT SHALL
is 11.HOW.
-THE TURNOVER RATE
EXCEPTION:ROPE AM T.
FmTERs sxAu HAVE Am.Am RELEASE AM
FLOATS INSTALLED IF
Pp
4ESSTM
um TIM lt_e
Rm&A
HP AMIMSL SHALL bMT ANSZj_1081
_PUMI?S 3
ST&VNE—K
cOKWSION__RESISTANT_Y=
AMERS SHALL
MEETNSF 50 AND
-SURFACE SKM 0
CA-TION,,10 HAll'
3 MwL RfZR _ NO.SQUARE FELT
SAWLE ONLY-. � A 1. 1 � % _..l__.�_.
SHALL BE ONE FOR-EVULY
jkWC IAEAD.OF W&
BE BASED ONA. t)"YN OF SURFACE ARE&
_APPROVED,MANUFACUTRED INIM FITTNGS FOR THE
81 Min.TO SLOPE CHANOE
S�sj6jj f OW Pjft: RECIRCULATED POOL WATER SHALL BE
RETUM OF
per Sm PROVIDED ON THE BASIS OF AT LEAST ONE PER 300
Mfiiimmflow lbft-Requke&.35gpmperskimmergtoqike&.I-, _90
(29 m2-).OF SURFACEAREA.SUM INLET
POOL.SECTIW SQUAREFEET .5%
PET AM
P661 VbIjIMC: PUOM AM CONSTRUCTED TO rJ
ffrmos SHALL BE DESIGNED
STRUCTURE
INSURE AN ADEQUATE SPAL TO THE POOL,
N T.S. q
Time in Hou houn x 60
Flow Rate: puons/ n1jaijit" AND SHALL INCORPORATE A CONVENIENT MEANS OF
Sp ALINCI FOR PRESSURE TESTING OF THE POOL
tk _...J �I.!LOW
---------------
WHON IQ,*RON N(m
L ". ", .P, I I. -
SB2$3f,fi7
F(jR BONDING AM dRO F S PWMTHEUSEO0
JHE 9HORTEST DIsTmcEBETWEENANY J*
SYSTEMS
INLET'S SHALL BEAT LEAST 10 FEET-(3048 J,
AN UNDERGROUNI)BONDING CADNWCMR MADE OF#8 AWG.BARE SOLID REQUlItED
PTE 3=0 CHUT(MAXDAM
-Z2
COPPER WW BURIED,TOA,M09NM DEPTH OF 4 INCHES TO-6 P40M BELOW MAM DRAWS AS OF-12-19-M -HEATEILSHALLMEETANSI 1.560RUL1261OR X�
4."
SUBGRADE,AM 18 TO 24 R4CHES 1%09,IN PWL OR PIPE PRE&SM ANSI/ASUMA112.19.8-2M UL 559.
R-WA
WITH
.DISROECTANT EQUIPMENT SHALL COMPLY
SPA,IS DEUCED A PERMSSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE 35 GM 65 GM %
NSF50.
WITH s.690.26(c)OF THE NATIONAL ELECIRICAL CODE. 60- 403 v
YATM
-PRESSURE MST PIPING AT 35 PSI FOR 15 M24UTES OR
2X 90 147 MEET LOCAL CODE IF GR
135 230 PWL -0. All
tk
RESIDMfnAL SWUAMING BARMR
REQUIREMENTS TO
PAVIMS OR
4"DE=2,M
MEET SECTONS 4342-17
FLA)W/17.8
OPEN AREA
FOOTM MIN.GRATE
Abanill", 77Y CT FOR POOLS ATM.VMVM-f3,AW G" _wA_mDW%WU.T0]0OMF`LY—wTl S&,TION454.2.10
opnom FOR VE1,0CITI"ISEC *44
W/FIBER MM
PUMP.STARITE OR HAYWARD SUPER11
CLEANER rr MS BEEN CMTWMD MAT THESE DESION
(NON-SILM
Y4-HP`42GPM6VTEMN
LINE REQUIREMEN'I'S AM IN COMPLIANCE WITH THE
kc TUPZIOVER RATE-6 HOURS-360 MWS. F
_LORIDA BUILDING CODE R45ol,5TH EDITON 454.2-2014,
FIL17M STARITE PTM 50,M GM OR ANSI/APSP/ICC 3.
8" POOL FmSli HAYWMW C751,75 GPM CAPACrrY ANSI/ApSp/ICC 4,ANSI/ApSp/ICC 5,AND ANSIVAPSPACC 6 AM Date: July 1,2015
P]M CONTRACT MAW DRAM:HAYWARD W6104SE ANSYAPSP/ICC 7. Drawn by: RJF
12"X Ir FOOTING BEAM&*r BAR _efi
WAI)-#3 BAR OPTIOKAL
Ar
FNISH
61L h[ARCITE OR
EXPOSED MAIN SUMON PVE SME
6m blim WALL&FLOOR TMCKNIMS.3,500 psi(h(IN)CONC#3 BARS ON AGGREGATE
I r CENTM EMM WAY,TIE ALT.UMBSECTIONS IS-MEN.OVEM".
r MW.CGVERAGE ON STM W/CONQ TO ASTM AIS.A16.ASIM A30-5 SKRANER SUMON ME SME
FLORIDA PONDED POOLS
Siftictuml subjed to smuble wit cw&ttow CLEANWWAC PIPE SME EQUU%fENT RESIDENCE
LOCATION
0
0 >1
0
POOL/SPA, DEC& BEAM, WALL, FLOOR RETURN sucnON PIPE SUE
N.T.S.
-7, _7 7