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NOTES'
GENERAL . -
FREE
ABL�' OF MEASURING
SHALL L PROVIDE A TEST KIT'CAP
J.� CONTRACTOR�SH CHLORINE, PH TOTAL ALKALINITYp
AVAILABLE,CHLORINE,JOTAL EMAND. IF STABILIZED
CALCIUM HARDNESS,; ACID DEMAND.AND BASE D TEST.KIT SHALL BE
r"; CAL,�. PRODUCTS ARE USED, A CYANURIC ACID
CHLORINE , I I . I �1 ,
. i WATER SUPPLY.
PROVIDED. MUNICIPAL %
SHALL ,CONNECT TO EXISTING MU
CONTRACTOR MAINTAIN THE WATER LEVEL
2.
AUTOMATI,C WATER,LEVEL CONTROL TO MAIN
AN "AUTOMATIC
0 V THE-OVERFLOW GUTTER IS REQUIRED.
T POOL RULES SIGN PRIOR TO APPLYING
OWNER: 1S RESPONSIBLE TO 'POST ,MAXIMUM NUMBER
'4. SHALL INCLUDE FOR -POOL OPERATIONS PERMIT. :,SIGN
S POOL AT, ONE TIME. ST BE GROUNDED TO MAIN
IN THI
OF-PERSONS
ALLOWED
D OFJ HEALTH APPROVAL, NO
STATE. BOARD 15. LIGHT BODIES & MOTOR FRAMES MU
PLANS ARE FOR FLORIDA
THESE UT WRITTEN ELECTRIALPANEL.
BY7HE CONTRACTOR.WITHO
BE MADE WORK SHALL CONFORM TO THE NATIONAL
CHANGES -WILL
EER.' 16. ALL ELECTRIAL W WITH sprciFic ATTENTION TO ARTICLE 680.
:�PERMISSION-FROM THE ENGINEER.' :';
INSTALLED IN ACCORDANC WITH MANUFACTURER'S TLECTRICAL CODE
SHALL BE FLOW METER
INSTRUCTIONS - " ' "' , - j . I To OVERHEAD WIRES VITHIN 10' OF POOL.
�j INSTRUCI 'PRIOR START OF 17. NO F PRESSURE TESTED AT
CONTRACTOR SHALL NOTIFY THE ENGINEER TWO DAYS� 18. MAIN DRAIN & VACUUM LINES MUST B
WING INSPECTION-
7. 'P
CONSTI PLACED, IN MAXIMUM 0 A I ND TIME OF ROUTINE
RUCTION" F 1211 LAYERS THE S.F.P.W.
NON- THREADED & MUST BE N
BACKFILL AROUND POOL TO BE - ig.:ALL PIPING TO BE P.V. C. NON-T
DENS UTY - :
TO,A MINIMUM OF-95% MAXIMUM BE ADEQUATE 'POTABLE
comPACTED TO RATING INSTRUCTIONS
CONDITIW8�,:AT LOCATION OF. POOL: ARE ASSUMED APPROVED WATER COMPLETE OPERATING TAGGED & COMP
9' SOIL, 20. ALL VALVES TO BE T ROOM.
INGLE,STORY-.DWELt:ING. TANK
a.
TO.sUPPORT S 'ON POSTED IN WATERPROOF FRAMES IN FILTER
�ONTRACTOR'SHALL.SECURE A'�COUNTTPERMIT FOR�SETTING EQUIpMIF
PERCOLATI TEST., gr MUST OPERATE ON A: 24 HOUR BASIS.
AND PERFORM NECESSARY POOLSIDE POOL CONCRETE SHALL
21.
INSTALLATION..., BE,,pOSTED AT:
A7 ALL--�
REGULATIONS:FOR BATHERS 'SHALL CONCRETE SHALL CONFORMTOACI 318.77 . C FOR
RULES.AND I THE�POOL DECK. 22. ALL CO =1. 000 PSI
E,FROM IN. COMPRESSIVE STRENGTH OF, fc'
BE LEGIBL NCLUDE,THE HAVE A M (SHOT-CRETE)
AND :SHALL S S GW SHALU
4 TO NOTE 40 THEROOLAULE U.ATICALLY-PL&CEDCONCRFTE(GUNrrE),
AN,ADDITIOt ` i. 1. .
PN
2 500 PSI FOR POURED CONCRETE
FOLLOWING: ON POOL DECK.' AND fc OF RILLET
A. ..NO ANIMALS INPOOL OR. LL BE NEW, BARS
IWPO OR.-ON POOL DECK 1-1 23. REINFORCING STEEL SHA 60 WMIA MIN
B NO FOOD OR 'DRINK OC 15 GRADE YIELD,
NG POOL. STEEL,: CONFORMING TO ASIM A6
c SHOWER BEFORE ENTERI LL BE FREE FROM OIL,
ALL BARS SHALL
60;000 PSL
PED AND PLACED ACCORD-,�
D BATHING LOAD: STRESS OF fy
-1 0 ... ..., I q P
r &�. , - '. .1 1
141c ND SHALL 13E BENT, LA
-SCALE -& RUST, A'
'NO' DIV ING., SPECIFICATIONS.
E_
f, P�ONE 0 1 , I
ff 1(t� f NDARDS ST
FOR�'EMERGENC' lNdTO'XC 318 77 STANDARDS
Ir
POOL AREA MU
F.
D
LO CATE N FILTER ROOM AND AROUND
G. _4RST.AID,.KIT 24. ALL HOSE BIBBS I
.tV!
v Y� 8:OOAM TO 5:00PM INCH IN
H PLML HOURS: E A'MINIMUM ON , ONE RAVE VACUUM BREAKERS. HEALTH
ES,LETTERING SHALL BE USED UNTIL PERMITTED BY LOCAL'HF
POQL-RUL .1 1- .. 1 , POOL NOT TO BE
HEIGHT. INCHES, 25. THIS
MINIMUM HEIGHT OF FOUR
WILL HAVE ..A DEPARTMENT. S MATERIAL AND MUST BE NON-
2. '.,DEPTH MARKERS TO THE BACKGROUND., F IMPERVIOUS p �V . HAVE A:COLOR CONTRASTING S TO BE,O
AND WILL HA MUST PROVIDEA MIN. 26. POOLDECK
4IMMING,-.AREA :&;ROOL SLIP
13 1 FOR NIGHT S%_
CANDLES ON, THE DECK AND POOL SURFACE.''
VfiRTo
OF:' i'O I FOOT BE MARBLE: PLASTER, SMOOTH TROWELED. ON
14 POOL INTERIOR TO
'FLOAT ABOVE 510"; DEPTH.
FLOOR 5'0" DEPTH. j WALLS BELOW�5
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73-TUNER
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POOL PLAN
SALE 1/4 "= '1''Q
r- e- e.
IL
PIPING NOTES*
PO . OL PIPING SHALL BE SCHEDULE 40 p.V.C., EXCEPT
1. HEATER PIPING WHICH SHALL BE •HEAT RESISTANT P * V-C-
T BE PRESSURE TESTED @ 60 P.S.I. I PRIOR.
• 2. ALL PIPING MUS
TO BACKf1LL1NG.
3. ALL P.V.C. PIPE MUST BE NSF APPROVED FOR -POTABLE,
WATER.
4. ALL PIPING MUST CONFORM WITH LOCAL CODES-
E INCREASED BUT NOT DECREASED.,
5• PIPE SIZES MAY B
ER POOL SHELL SHALL BE SCHEDULE 80 P-V C.
6. PIPING UNDER 'OF C'.)NCRETE.
OR SHALL BE ENCASED IN 6' 1
W
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13Rrr-VARD COUNTY
tiEALT14 DEPT.
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ENGINEERING ,i",.6_
O�"A NOT
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1*1 - I ` I $r �% 44 1'iF•lGj MECHANIC.:. SPECIFICATIONS ¢
v� - �Gli(�M�il� .. & LIST OF EQUIPMENT f 11 11
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POOL SECTION
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REVARD COUNTY
OUNTY
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. HEALTH DEPT.
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ENVL cUt �1lEtd
QTY.
ITEM
MANUFACT`JRER
CAT No.
DESCRIPTION
FILTER TANK
p,L -ad
I
r -14•
VACUUM DE
14
FILTER ELEMENT
11
uI-(IV50-xl- I'l
r
17ESF. EA
I
RECIRC PUMP
4r. ItsGiC
423 V
J.- HP @ 3450 PW� PM
@ =TDH 230 VOA 5 .
VACUUM PUMP
0.P S fr-cK
4aa II
HAIR LINT STRAINER
I
SEPARATOR TANK
22A - 12I E
'
9Q
CHEMICAL FEEDERS(CL 2)
`- TE��oE�
M5-1
4 5 M
GP .
� D
j.
CHEMICAL FEEDERS(pH)
sf5 m 0
¢5 M
ArzGPD
CHEMICAL TANK(CL 2)
L
'ILGALS
CHEMICAL TANK (pH) (P )
":
1
r � -GALS .
:t
1;
mm ,11
'4
I
FLOWMETER 1.11
_
r-
6WE -woo e-
• 3 (2200
l i a : PM .
2�ZINS
VACUUM GAGE
t
2 1/2” O FACE 03. ' T O 30
ii
' ,.
MAIN DRAIN GRATE
l:
MART T��
�� S (PLASTIC)
1� Q. (P )
Y
INLET FITTINGS `
OA,- I �ODp
I l I
1. 1/2" ADJUSTABLE `
nt rr••r•r'n ct•ra•rrwrnn.
_ ..
!-x-2" (r. *S • ffi,
I
VACUUM FITTINGS
I dmWGQp
-
:;
1 1/2" x 2" (PLASTIC)
LADDER(S)
77
3 TREAD S/S MIN. , .
HANRAIL S
O I
5kAI�
1 1 /2 "'S /S MIN.
__,
2
L
UNDERWATER LIGHTS
A M I !r
h� L T
_ Ii
MA RIN )
12 VOLT 300 WATT(MARINE)
I _
LIFE HOOKS)
1
A t,t e;W
I
.
K , l6•:
SHEPHERDS CROO /
ALUM, HANDLE
: I
LIFE RING & LIFE LINE
"-5r4 'C Xr f
25" EIA. W /50'.1 /4 "POLY. 1.
VACUUM CLEANER -
AMr--
ZieAI l CorlG.
,
Vop, rX
'4 WHEEL W/50' HOSE &
CLAMP 18 "°
(
BRUSH
11
18''W /curved end (N,YLON)
I
TEST KIT(S)
AY �O
1$ ,-Vaa
SERIES .r
'Z
SKIMMERS
- 1A MWOor
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FILTER
NOTES
1. VALVES FOR PROPORTING FLOW ARE DESIGNED FOR SUCH USE
ELECTRICAL CHEMICAL, FEEDERS ARE ELECTRICALLY
7 ALL ELECT
PUMP.
THE RETURN LINE. MAIN DRAIN LINE AND SURFACE OVERFLOW
INTERLOCKED WITH TH E, RECIRCULATION
SYSTEM LINES, EACH! HAVE PROPORTIONING VALVES.
R KINGS REQUIRED ON ALL VALVES, PIPES, 8. PERMANENT MA
2 ALL EL I tCTRICAL I 'EOUfPMENT WIRING AND INSTALLATION SHALL
CHEMICAL FEEDERS AND CHEMICAL TANKS.
T.
CONFORM WITH THE NATIONAL ELECTRICAL CODE OF THE
9 LIGHTING INSIDE ROOM WILL PROVIDE A MINIMUM OF 30 FOOT
fNA7r-CLAL. FIRE"PPOTECTION ASSOCATION AND SHALL COMPLY
CANDELS OF ILLUMINATION AT THE FLOOR LEVEL
APPLICABLE LOCAL CODES
3 FILTER ILTLR POOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS
10 FIBERGLASS. ENCLOSURE is PKvbED TO PROTECT FROM
THE WEATHER, 12"x12"
Z
, f
EMITTING CORROSIVE FUMES CPR ER ITEMS
FOR STORAGE OFOTH
UNAUTHORIZED ENTRANCE AND FROM
0 THE' EXTENT THAT ENTRANCE TO THEFILTER ROOM IS IMPAIRED
VENTS PROVIDED ON BOTH ENDS.
cOR INSPECTION OR OPERARQ PF THE FILTER EQUI I PMENT.
"'EED INTO FI
11 CHLORINE LINE AND PH ADJUSTMENT LINE LTER
'2 INCHES
4 -14L.L CCIMPONEJ PARTS ARE OF SUCH MATERIAL AND CONSTRUCT-
TANK WITH A mmit4UM SEPARATION OF
ION j0. CONTINUOUS USE WITHOUT SIGNIFICANT
12 POSITIVE FLOOR DRAIN LOCATED UNDER RECIRCULATION pump
DEFORMATIONi�DE)JERIORATON, CORROSION, OR WEAR WHICH
THROUGH UNIT BASE
MAY A0vERSEtYo*AFFCE`T 'HE r71LTER OPERATION OR IMPART
',AST, ODOR, r-)RtTOXICfTY '0 'HE POOL WATER.
13 FILTER WASTE LINE MUST HA'VE A 3" A& GAP pORViDED BEFORE
CONNECT TO DRAIN571ELD (DR , jRAINAGE STRJCTURE-
5 FILTER TANK HA9COVED INTERSECTIONS BETWEEN THE WALLS
AND THE FLOOR AND 'k4E TANK FLOOR SLOPES TO THE DRAIN
14 ALL PJPW-j SCHEDULE 40 PVC•• NSF pw APPROVED
LINE
6 FILTER ELEMENT r-UAS A MINIMUM OF CIrjE INCH CLEAR SPACING
15 RECIRCULATION AND Jv--jjUM PUMPS ARE SELF PRIMING
BETWEEN EL EMENTS
0
INE SIZES
FILTER EQUIPMENT LIST
CF SERIES
PUMP PERFORMANCE
MAIN DRAIN I-INC.
53.2 So F1 FILTER AREA, 14-19" CLEMEN'S (3 8 SQ.v7. EACH)
170 SKIMMER DRAIN LINE 4-
/0.6' Gpm 37J800 GAL. IN 6 HOURS
rft'Li; TANK
'' JACUUM LINE: 2
2 NP SPf CX ¢23 V Pre toomP (1)
'vpii 1NE
-.0 . . . . . . . . RETURN LINE .20
7 p U-'TDH, SELF Ppim!t*
G.pm L
It FILTER PRECOAT LINE
2 1,12" Cc-30200P BLJE-WHITE FLC)W METER
HX STkAINLh.. a VAC TO WASTE LINE 1
3/4 14P gPccH 400-ff VACUUM PUMP WIS- Y,412
—�2
r I"
FRESH WATER LINE
ONE 2 112" FACE VACUUM GAUGE, 0-30 INCHES C)F MERCURY
TANK DRAIN LINE
110 GAL CAPACITY FIBERGLASS FILTER TANK
'AC,,j,�,M TO
i1cEp LINE
/AC TO, rIL7ER LINE 2"
--
TWO CHEMICAL rEDERS, STENNERS 45 M, 0.50 GPD FEED
. . . . . I I. . PUMP SUCTION L114E 3"
—
WO CHEMICAL CONTAINERS 2r GAL CAPACITY NITH
LOCKABLE LIDS AND LABELED
VAC' UP-4
.
- to "o
ONE SEPARATOR TANK, STA RITE, 40 SC:'' F.
•0 so so 00
'o"
OrJE N40T()R STARTER PEOUIREC FOR 3 P"'ASE REC PUMP
ACULN4 T',
,IIvAS1f .INC
C"L%4C..
E[A PC-
I PACF FOR HEA, -H -)L PT USE )FJL,f
w
F- I
n3ER(l,,LASS
TER BASE
"4
•2 I,C14E..
A
VC
1A.
CHEMICAL
CONTAINER DETAIL-
SCALE':
VACUUM D.E FILTER '*SFP
FOR A TWO SKIMMER POOL.,
N
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------ - - - - --
(COUNTY)
F
;4. BREi/ARD, <,COUNT�(
- --
—,
- - ---------------------
�s r
- -- - -- - - - --------------------
OF POOL)
_
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... ,.
-. J U L
(NAME
-
- - - --
'G
-- - - - - -- - -
-- - - -
(DATE)
•, ''
EAM L-
---77 - - -- -- - -- -
(PERMIT NU MBER)
h A
STATE OF FLORIDAi, -r
} TH A.ND REHABILITATIVE SERVICES
TMENT OF HEAL
DEPAR ;
y
tl _
OFFICE OF LICENSURE AND CERTIFICATIaN
OF
5
PUBLIC HEALTH ENGINEERING SERVICES A
` JACKSONVILLE, FLORIDA 32231
1 yl
7 ll�
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113 1
ROVAL OF
ION F0 Amw
AP LICA PO
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} leted,, ,
out and submitted with plans and spec
The comp
This form is to be properly filled
must be submitted in sextuplicate for less as required by
application form, plans and spe
health department engineering
staff.)
county
t Jr .zk
D COUNT
BREVAR P 6
in
. .........
,
AND REHABILITATI VE SERVICES:
ro •TAE „DEPARTMENT' ;<5
atlon
Lt CorpOr or individual owner
e 'DmenL .... 7- ality, corpo
oal� . D jve10 ration.
municip
jfa-cbOr --- making application i e, �2920
The body.M n
title of Canaveral nsert 11JEO)e Can8 . .... .. .... .. (Zip Code)
` 201 ve,
')na1,Dr32
ti(
....Interna, (city)
".whose address.? is Number Y
(Street an ...........
Condominium . I .... .... I.......................—
or ind
Oaks ividual)
corporation
t act for the said (trisert city, abilitative
law Health and Reh
authorized by
Department of
of The
t for the consideration mi
ol herewith, sub
swimming po I
pared by
d for
��,perid its fur --------
l-.and,to e specifications and' her necessary data pre
Ot ---------
I plans,
services ...........
III or Firm) ---------
(Engineer '32920 1 ... ------- ..................................................
. ...................
Canaveral (Zip Code)
:)e
e
venU
c. A (City or Town),,,
t1an 1
I
-7001 IN e
70 rnber) d appropriate
of and Nu n of construction an
'including supervision (Street a
f
e gineering features for the installation 0
)iicant in the n ject
ent-the ai)�
r zed to represent plans and specifications of this pro
authorized
hereby the approved
who is', e with
to compliance wi . ...............
g pool)
is
tior f existin
certification ica
new Pool or alteration 0
describe ---------
Located at
Address)
(Pool
................................
,n
S Col
Oaks State
�0 el, city, etc d
to serve motel, club, hot Brevar to The
(Name of herewith make application
in the county Of wl
1
Canavera,
.........................
Cape Health and Rehabilitative
of Department of H
in/near the city h I of this project-
he regulations of the
approva
Florida, as required by t
Of
! Rehabilitative Services for when they have received the approval
of Health and Flehab
ent by the applicant
Department
21
proved and accepted
merits Will be approved related documents and
iz specifications
and spec tative Services. 6ciatiOn -----------
-These plans a 4 Rehabill I
t of Health ane 'Zondoldnium ASO
Oaks
of The Department.
by
fac lities will, be owned ......... I�
-ion, these
c,-, Above
Upon construction,
As
----------
maintained by
or other) 32920 ---------
ill be o e —
p rated and (owner
and w111 Canaveral.
Ca Can de)
Q ... ........
(Zip Co
Drive
ernationc ...... ...... (City or Town)
201' Int Swimming
I ... ... Number)
ddress Is and and pans whose a (Street rs 381, and 514, Florida Statutes specifications om the and r isions of Chapte lit of
............ a ts agree that no changes in or deviation fr
full 'ccord with the prov al of The Department
)n is ma Code. The applican
de under and in with the consent and approv
anent and chemicals
This applica-11
made except W necessary
funds for equip
lorida Administrative
Bathing. F itative Services will be
Pools and 6 � of Health. and Rehabil e to provide the
rnent cants and/or owners agre
epart, public swimming Pool.
by.The D� Further, the app pair of this l
approves
ative Services maintenance and re
nd.Behabilit operation,
Health a
continued Proper
required for the con 100000
oney order for required fee of $
d 'check 01' m
Attached is a certifie
preparation of the engineering
ce tifies� -.the
r d a
-ign engineer grees to furnish a certificate of
The de's comp
of the
d herewith
owner)
�ed
w
documents submitte n sa-tistactory co
llati6n, Upo
construction and insta
project.
6/28/85
Date -------
e d under Florida Statutes Signatur Engineer r r F
W Iter C. Bowunan
...........
27660 ....... ................
a
Typed name- and, Florida registration number
ENGINEER'S SEAL
:.r
it �
1.i2�`'�' ' oz,
Signatur wner, Les ee or, Manager
Ernie Love (Contractor)
. .......... . .. .....
Typed Name and Title of, above
.0
� i i i -. *- .'...Fx L '. Rt `.' tau ha, •i.`.°" li'o: �� ,"}.�ti ''..�w Y '� he ... ur t t ♦ ,t L 4 { t 1 Tea "e >.4 w Y...i -
4 :: � t ..' .. 1._ "� .,.J�i�"k"' �s.,ixi• ,r>r� t t - -. � .S� txs rx r t .s�ts..�'''� ` +�i-' r
SWIMMING POOL INFORMATION
Name of Pool ----
Oaks Swimmin POOL
i
20 000 45
E 1 Estimated cost of construction $
2.' Bathing load
X.
of pool:. indoor.
3. Type Outdoor'
. 4
4. Shape - Swimming Pool
Rec Other pool
tangle
.3�- 0".
A
B
Width
A --a- -` a --' C 40 0
'- .. •+
C Length
w 0.. 800 SF
D
6'— Area
r o e:
120'LF
„.. Perimeter
E. ,
F r
4' 5• Volume in gallons- Swimming pool
27 000 Other pool
None
6. Number "and height of divine boards
or towers
a1
y;
Concrete
yr, 7. Material from which pool walls and floor are constructed
s.,
Ur'
Surface finish
Y Approval No. Date
8. Source of water: Clt Of Cocoa
" Urinals Lavatories
Water Closets
j 9. Number of sanitary facilities: 1 1 1
11'i Male .
0 =1
` Female 1,
shy _ Maximum distance
from pool (feet) 10
Area __3.2sq. Ft.
i
GPD Other Type PPD
4
Capacity
Capacity
10.
Location of sanitary , facilities
u
y
11.
Number and location of showers
(Vaccum breakers are required)
4` 4
12.
Number of hose connections provided
Number of stories
50 Estimated population served
fi
13.
Number of units served
d.
14.
Arpi
Describe method of pool water disposal
Distance from pool
Area __3.2sq. Ft.
i
GPD Other Type PPD
4
Capacity
Capacity