1667 W Park Ter 2014 Pool (2)--,-I �
LLi
LL
ILL LL 0
ILL cr
LL U- LL
cr U) 0- cr . . . LL C:�
(1) 00 cf) cr cy- 0- U)
j (D 0 0 U) U) 07 0-(D ckc CA 0
ILL 00: ;
00 tc�, cr-,, �2 LO t-- c) J) U) co co U) tr) 'T Q ck: 03 0
LO 00 (D It "t M 0 LO
W) 0)
U") 00 T
Li 0 cn C,4 0
r w < 0
z z-, X u
0 F- z
14K) LO 9 L w 0 0 Q)
- 1 1 0 uj
tr) c� C) IX
LO Q. a
w It LU < 0 00 z
X w w 0 a-
I � 3� 0- Z)
CL < U) < 0 F z 0 cr
00 w 0 3:X uj
Z d U) W < 0
(-L VId z z D- O� -J - :0 IL
QO 0 0 u 0 < 0 Qf 0 tA M< %�
F-, 00 F-! LLJ
C) z Q 0 0 w G 0 Q� elf w < — w 0 0 Q:
I — <1
a. Q. a M 0 LL LL -j < O� a- z < L
D
Q� aeg,96,69S
0
V) z D 0 r� m M
< L-,j C4
q 0 C-4
Z p
LLi L
3L:j c A
z, V) 4'.10' CONC.Zy 0 (0 OX V) c;
LL, �d Z LLJ 6 r,7, 0, '0 0
A/C PAD Id >
-'Z� 6 54 (13
�jq , , LLJ 0 M<MLJ 7 uj K)
L �n
UI > I
z g�<.0
LLJ ;0 <
24.2' 73
0 z X waxm tn Z IX Ln 0
14.7' E Z o LLJ ZO(.J L, — I
0 Ln 0 0 a —
uj<t, s
0 LL- -i -j— . U
0 2-
M M Z�-�-- 0
FD:31 La
4N� w
z 0 W .:) -
0= Z< -3 _j
C� LLj LA
z
0.
U. U. W
N a- 1
cl M
CQ Q� z 0 L 0 0
0 z a
a 9 Z 0-
z, Z w CL;5
00 V)
Q- 3.3 -4 Ln(r 0
Q4 (� "-, \:z r -i LULJ
AJ L, (a M X LLJ >
10.3' co
CK LK cz', a
3f C4 M
W. 3 BRI WA Ui
(Oav) '0 C
u LLJ u In :3�-2m
<JU
0 UJ
ca <
-j .6'W m Z
co (311 HO�j0d) M LLJ
z tAJ
20.8'�
p, M LLJ Z
U 1>-J X
a- 0
z >
w U-1 to 0
w V,C3 >0 Is
i,-� rz u 73- T- w z Z
uj
FX XUJM W�-
8 ui 0 Do
�:0 w V)
ln
LJ 3' BRICK WALK 0 Ln 43 Z T
-i E: . "e
Z
m
Lj Lu�j
T u Z�tn za�
0 T_ LLJ _0
2.2 z -w 2 0-1
LQ z: �T - x V4
3: m LLJ t�
z Ivn, 11
0 Ljce�L,
y LLJ L�to
te)
t Z (n
P1 I— (n — 0 cc
�j
N7 — )-1 Oz 0.
L U) A,
0 Z Z
(L V)
1 8 wou LAJ
0' 8.7' 00 W X
44.8' m z LU m 3:W U- 0
w - (n x — tn 0
rit ui 7:0(D
(ARC) 0
wx Lu 0 CN
rz
0 z z 0
QQ 0 3: CL
0 <
C) V)
0 tn
------ LLJ
z 0
Ln
44.3'
Zc
Q- 4.1 0
52.2' 2 wu -j a: z
U-Uly SZ
(ARC)
qw-mz— 1 0— LLJ UJ
La 0 iz
E, -_j 0� R 5.: 6. s 2 � u �!'u
-g T U W Z- (AOU'40 P
F- z In
C Qj L ool, <
(Z) 7, 'Zi 1-.. w. Wo Oz�cwt a, ca u0i 8 Owc(wz
Lti Q) 'N (if
tAJ U 0 CA W 0 &�'Y M
Q- " 9- - z-<z
Z a. V) 0
C) uc,
z""a,CL
z
-4 co z u w 0
0 0
C) 0 Z
C, LLJ
H-00�0
LZ I
A
------ �-z 9 R8 00 5 z J'�O 00 0
1 150.00 1 0 �U,cLa Q.0.Qix a-w,m OZ(L�
55 1 1 tl
5yw "I I �p 0 D L, A a I a 1. a 4 wool C)
V) N$3*17 vi a
-1 0
Ln Li :E Z Z) z >.
LS 0 6 Q� (j c�6 ai c�cs m
m !t�, M L�
3 �-j -\/1) §.: U a:a:a:0:a:I LL:Zi z
-,o OD LUX I
0 L-,'t ca z
3 7�
0 LO<:m
Z
-W -Z
8
6 tx 0 12
0
ww
> z Ln
z
0
0
>
Z 2!
< F- 0
c�Q� x
<U<Qc�5zs--
z z ij-
-c
0 cd
SHALLOW - DEEP P-MSIONS
FLAT GAGE
TYPICAL STI�Ej, LAYOUT FOR
SHELL WITH DEPTH TYP.WIDTH
WATERLINE AT TOP OF BEAM
UNDER 7ft.
WATERLINE TILE 8"
TOP BAR STARTS 6'
FROM TOP OF BEAM
f-H-H-+ 1 1 -H-1 I _EE I Ij I I
TOP(2)HORIZONTAL
BARS ON 6"CENTERS
#3 REBAR ON 12"
POOL CENTERS TYP.
----------------------
...........
6" _lj
LTYP.BEAM CC-
THICKNESS
NOTES:
DUAL MAIN DRAM S > DRA WrN6 7YPICAL FOR ALL 51-IELLS WrTI-IrN 7ft. OF
FORANTI-ENTRAPMENT ADEPT14
PURPOSES
> # 3RERAR TO BE USED TYPICAL TI-IROU61-IOUT
OR > EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS
(EQUIVALENCE 11.25-)
> SEE A 7TACNED PLANS FOR V51vr aNEDETArLS
7 IRON TIE BEAM
TYP.WIDTH
(7 IRON TO BE PLACED AT TOP OF BEAM
EVERY 24") WATERLINE
TILE -WATERLINE 8" TOP BAR STARTS 6"
E
................. 7 IRON TIE BEAM
#3 REBAR ON 12"
CENTERS TYP.
POOL
of 4
LTYP.BEAM
DATE:
THICKNESS DRA WN BY: CAC
SCALE: N.T.S.
DUAL MAIN DRAINS
FO ANTI-ENTRAPMEN:r DESIGNER: CAC
PURPOSE!
(904)641 -5265
CUSTOMER ELECTS TO USE ONE OF THE POOL AREA: 521 Sq. Ft. REVISIONS
FOLLOWING OPTIONS: POOL PERIMETER: 94 Ft.
X 1. HARD WIRED ALARMS ON ALL DOORS TURNO VER RA TIO DECK AREA: 1586 Sq. Ft.
AND WINDOWS LEADING TO POOL AREA i
2. CHILDPROOF FENCE Y,4.66 gal 54.1 gpin 6.0 hrs TOTAL LOT: 18,688 Sq. Ft.
3. POOLCOVER
4. OTHER APPROVED METHOD:
FENCE HOUSE: 4672 Sq. Ft.
DRIVEWAY: 1410 Sq. Ft.
FRONT WALKWAY: 115 Sq. Ft.
FRONT PORCH: 247 Sq. Ft.
LANAI: 290 Sq. Ft.
A/C PAD: 40 Sq. Ft. 0
0 w REAR STOOP: 21 Sq. Ft.
z
POOL ADDITION: 1586 Sq. Ft.
c1J >. 0
k �- Pq
w TOTAL IMPERVIOUS: 8,381 Sq. F
DECK RAISED 12"ACCENTED BY 0 w
(L (APPROX.44.84%
(1)24"AND(2)12"WATERFALLS
6"RAISED STEP (L 0
(TYPICAL BOTH SIDES) -4-
IF x
Jai co
R,
�R
'a
R,
K41, "N
m
0,
..........
OVERFLOW
MAIN DRAINS —
IF
(D a. APPROX.16'TO
Zo w
T-6" 01 PROPERTYI
DEPTH INTELLIBRITE 0 1,
APPROX.55'TO WHITE LED LIGHT SKIMMER
PROPERTY LINE IF
WALK-IN BENCH
STEPS
POLARIS
360 _j
0
0
CL
RETURNS Lu
DASHED LINE
INDICATES BACK
OF EXCAVATION
RAISED DECK-`
DECK
EXTENSION
PAVER
of
"A"
APP
ROX.12'TO
m
PROPERTY LINE
DRAWN BY: MJW
... .... Mill
S_T1
POOL EQUIP. DATE: 20 May'14
6 LANAI 511T'
0 W,
1
-----—i LOCATION SCALE: 1/8" 1'
(904) 641 -5265
RESIDENCE
i10
7
7
7,7!77.77
7E,EI(iti,CON.'� ANU ;V(A?K,�vfANA!IP
-MAXIMUM MAXIPAUM 17\!1,!J'fH
';IIA11 BLAN FHE
;v.jMt11:1k OPANSUNSN 1, Al`,:�I/ 28",MAX,
I(Pt�.AL I;R t"It 1 17011�;PA,,Vrpl 5,AND AN311N W1 6,ANS;/All�iP -F[,O()R�LOPF 1 12
RUHAR,11110r�,VrFll MIN TIZEAD 10"X 12'.1"MIN RISER,12"NIAX
-AI IUSER EXrEFF 111!:13()T '1,,[-1,1'IF rI 1��
HASED 1)N PHE POOL TYN
.,I:J:N�;Pl FOR D[VINO WAYER ENVE1,01IN; '11IF3FAT RISEP�� ro
-.�UUFS SHALLMEEl'FHE NIANUFAC'llipi: BE IJNIFO[em If"Pffi SPA fS )PEi�;mD
INSTALLATION RFQDIRE�MENTS INTrRMrITR4T1,Y rrMfAM.HAVE A ONE HOUR
FNTRY/EXH' RL001P.1;DA F HIE(NIALLC"N HN I TIJRN0VLR,IF CONTEMIOT3 ASfX Z
DEEPEND IF f)VFR 5 FE F-I'DFIT A(,'CETIAMA�A11Y
io,i Ut--c"P,I,f,�,;
'j't, (10"M[NTREAD WI-1-11 240 SQUARI;IN(:if MIN 'PTANS[INSPI ARI ICH:XVfI,�;Al ETY
RAU,(IPIIWIAI� -ME
F NS,I
Wirtitin X,,ripx;�I AREA,12"MAX.RIS FR 1,V[TH 1 'RuClION/SAFE'ry SIGNS�
Olt 11111c(�;i:rNami;)
'�JND RISERS UNIFOWN,I). I.A.DDE16,UNDERWATER
PSI FOR 15 MINIJ I i�.S I)P
f IAITATI003'10 p;,)kill)�;%VIM Ot;'11;(MAX,20"BELO';';INA I F R) A
DpA,_rNDR_, SHAT R F"CGE I'T F(A� -CiRcuLATIo�i�Y:in..'.ms,CONIPONENI'i AN 1)
'50
P, 'LL TRICAL RL`QfJfRJ,.WfEN`[3: 'd
F(�U IPIA ENT 3 1[A LI,CO M PI,Y W 1111 NO I T
-URNOVER RAI'E IS 12 EIC�,RS
-'['HE MAXIMUM I
LEASE WIPING AND BONDING AND ALL FLE(`TRICALTO
SHEPSUPTION11, -FILTERS 3HALL IvVE AN AIR RE AN D
11O."IE,1.117
PRESS URE(:,AGE. COMPLY WITH CHAPTER 27,FLORIDA BUU)[Nlj
ENTRY REQUIRF -PIjMPS 3 HP AND LLSS.1jHALL MEET AN3VUi 108 1 CODE NIOXND NEC 2008, KI
JJ .1
3WIN-OUT OR LADDER to,
REQUIRED(GRJ93 CUI (SrF N07EI) >yAINf!)R.vN CORROSION RESISTANT WITH STRAINFR A-7)mCUF -NO(AfTLETOR OVERHEAD PONVER WrrIIfN 101 IF Z
I---%kHEPE DF[,nf OVER (TAMPER PROOF13FENO-IT-3) THE REQUIRED FLOW. WITHIN 15,PRO'TEC;T BYGFI,TRI�N3FORMER MEN.10'
-SURFACE SKIN(MERS sHM,L MEEI'NSF 50 AND FROM POOL,8"ABOVP WATER.I BOX 4'FILOM POOL, i
a 'XI THERE SHALL BE ONE FOR EVERY 800 SQU!,RE FEET 61?j\.'S TO J BOX ORTIZANSFORIMFR WHICH EVER 13
V-lq'f' POOL OF SURFACE AREA. FIRST EXCEPT WHERE PVC 13 APPROVED.
'jfGI11IN,:;,11 11 NOINGSAMI
L114E ON SILAPE -RETURN INLETS SHALL BE A MFNIMtrM OF,01417 FOR FLORIDA B UILDTNOr CODE R41 ol
GENERAL POO1, PLAN EVERY 300 SQUARE FEET. 'THE POOL CONTRACTOR IS RESPONSIBLE FOR
GENER� SPA PLAN -HEATER SHALL MEET ANS[-Z21.56 OR UL 1261 OR
UL 559, FURNISHINGALL DETAIL DESIGN REQUIREMENTS
Y"=1, -DISINFECTANT FQUIPMEN7311AU,COMPI,Y Wfill FOR EACH INDIVIDUAL POOL[N.-ICCOPIDANCE WITH
2'-9"Nfl�.EXCEPT FOR NSF 50, THE FLORIDA BUILDING CODE,AND ALL
31mil[NO 0YERIE-3.4'4)"Nf� �PRESSURE TEST PIPING AT 35 PS1 FOR 15 NfINUIES OR CONSTRUCTION SHALL MEFI`ALL APPLICABLE
HANDHOLDS, MEETLOCALCODF TGREAIT-R. CODES[NCLUDING PLUNLB[NQ,ELECTRICAL AND
................. 6" GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX.
PRESSURE VELOCITY 10 FPS,SUC-IJON 6 FPS.
SAWLF ONLY.EACH APPLICATION fqR PERIrir SHALL THE POOL,PLAN SHALL SHOWTHE DFSIGN
BE BASED ON A TOTAL DYNAtvllT HEAD OF 60 EL PLUMBING AS PER THE SAMPLE WITH THE
LINE INFORMATION REQUIRED SHOWN. MAIN DRAIN
I? �j PLUMBING SHALL BE TWO DRAINS SEPA-RATED BY 3' -1
EXCEPTION:ROPE AND Determine System Flow Rate: AS
FLOATS DISTALLED IF Minitimal Flow Rate Required 3vin Pei,skimmer(R,quired:I Skimmer per 800 st) WITH APPROVED ANS LIASIME Al 12 19.8.1007 COVERS.
LESS MAN 4`6" Radw AN ALTERNATETHE APPROVED DRAINS MAY BE IV
'114 PLACED ON DIFFERENT PLANES.THE TWO DRAINS
gallons
-— POOI Volume:_sq.It x ave depth x 7.IS I gal,'cf= SHALL HAVE A COMMON SUCTION LINE. SUCTION 7�
Turnover Tirrie in Hours: ljours.x 60 jj�nfIir minutes VENT LINE TO DUAL LRTE OF GRATFS MAY BE USED IF APPROVED AT A MAXIMUM 7� 1:� a
'Till GR-ADE 13 RECESSED
Flow R-ate: mblutes = 5
_g4ans MAIN DRAINS OF I Y,FPS AND THE SUCTION PIPING ;--I ct
(t
FROM THE ORATE THE DIST.4,NCH EQUALTO THE
PIPE S17 -MAXDfUM, ) SUCTION PrPE SIZE, IN ADDITION A SAFETY VACUUM
INO C� VENT DETAn RELEASES YSTEM MAYBE INSTALLED.'THIS MAY
3'Nfi�TO SLOPE UHANGE CONSIST OFAN AIR RELEASE 3 YSTENI.THE VENT C)
M L11 7ION PRESSURE
PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED
4-
�,,i
POOL SECTION DETAIL 35 GPr1f 65 GPM THE SANIE.AS THE MAIN DRAIN SUCTION LINE WITH A
60 105 MAXEMUM LENGTH OF VENT PIPINGTO BE 301.THE
X
90 1,,17 VENT PIPE WELL BE ELBOWED UP AN D OVER WITH A
3132936.6-20-07 Y, 135 0 GRATE FOR PROTECTION AND LABELED"SAFFI"(VENT,
FORBONDINGAND GROUNDING SYSTEMS FOR SWIMMING POOLS.THE USEOFAN 11, 235 396 AND/OR ISAFETY VENT LINE".
U-NDERUROUND BONDING CONDUCTOR MADE OF#&AA G.BARESOLLD COPPER NVIRE MAIN DRAINS As OF i2-IMS
BURIF.) TOA%D2412,MDE7niQF4[NCILEST0624CI[E;;BELONYSUBMADE,,\lwl8TO FORPOOLSWITII VOLUME-15,000 GALS. ANSLIASMEA112.19.8-2007 SKIMIMERS DO NOT REQUIRE PROTECTION AND
MUST BE DESIGNED FOR A MNKMUM 25 gpm.
24 INCHES FROM INSIDE WALL OFA 3WWUNG POOL 0 k SPA,ISD FMED A PUM?:STARITE P6FADL OR H.AYWARD SUPERB THE FOLLOWING SHALL BE LABELED WITH.
PERI.fJ,SSIBLEALTEMATIVEOP,EQUIVALS.'iTTO CONIP-LANCE 630.26(�)OFTTIE
NA11ONAL ELECTRICAL CODE 11P 42 OPM 60"RJM LABEL MARKER TAPE AT THE FILTER LOCATION: P
'fURi4OVE1k RATE-6 HOURS-360 I�UNS. POOL PIPES,VALVES,PUMP(S)OFF SWITCH.
N
PAVERS OR VARIABLE OP.DUAL SPEED PfAiPS ARE IT HAS BEEN CERTIFIED TUATTHESE DESIG
FOOTING 4"DECK 2,500 DECK FINNLI REQUIRED IF TRE PUMP EXCEEDS I RP. MIN.GRNTE OPEN AREA FLUW.;I 7.3 REQUIREIMENTS ARE IN COMPLLANCE WITHTHE
i —1 PLUMBING WILL BE DESIGN FOR 111E MAX FOR VELOCITY 6111SEC FLORIDA BUILDING CODE R4101,424.2-2010,ANSVNSPI 3 W11
,)?no P,(Afj..)CONC. PEP,CONTI RACT �i
I �NON-SLIP) ANSLINSPI 4,.,kNSIYNSPI 5, R
W/FIBERNLE3H FLOW OF TEE PUNIP. REFERT011HIf kISUNSPI 6,.A1NSI/AdS.P 7 AN�
CALCULATIONS FOP.VARILABLE OR DUAL
SPEED DESIGNS. CLEANER ANSUAPSPI5
v-v- "...',A LINE
............ . -- v
I
91. POOL FINISH FfLTrR.STAIUTF PTM 30,A GFIA OR (OPTIONAL)
CL HAYWARD U7,51.15 QH1MCAI'ACrfY
ONTRA
MAIN ORA111'HAYWARD 104 3 E t,19 CiPMAT 15) i—A
E
PER 1:
CIEANERHAYWARD VACLOC A
W;(2)NJ BARS )PTIONAL
VENT SCREEN:WATERWAY&W-2-11XV
FIN13HX"
OR(1)45 BAR MARCITEOR
6'
EXPOSrD MAIN SUL11ON PIPE SEX,
6"Nfi,.WALL&FLOOR 7MCiWES-3,3,500 P�i CONC.43 BARSON
12"CENTERS ErIILER WAY.I'E ALT.INTERSIZ(.11ONS 15"Niltq,OVERLAP SXIMtfER.SUCIION PIPE SEE
6.ASTMA30-5
Stoic=,l�Ubject I,suitable soil"on lit"Its. CLE,1,NEI1JVAC PEPE SIZE
RESLDi�
POOL/SPA 2-DECK, BEANI, WALL, FLOOR LOCNIION FLORIDA BONDED POOLS
y",
ftcom!r�- Awm