HomeMy WebLinkAbout97090471 CABANA DETAILSPOOL ---�
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FENce pER LOCA(- Cove
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20' MAX, FROM `
PooL WATERUNE
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CA •
F..,4INNA
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RESTROOMS:
1. FLOORS MUST BE SMOOTH, IMPERVIOUS, SLIP RESISTANT AND MUST SLOPE
TO FLOOR DRAINS, IF CERAMIC TILE IS USED IT MUST BE NON -GLAZED AND
MUST BE APPROVED BY PALM BEACH COUNTY HEALTH DEPARTMENT
PRIOR TO INSTALLATION.
2. RESTROOMS MUST BE LABELED TO DEPICT EACH SEX.
3. SANITARY SUPPLIES SUCH AS TOILET PAPER, PAPER TOWELS OR BLOW
DRYER, SOAP AND WASTE BASKET ASSOCIATED WITH SANITARY FACILITIES
SHALL BE PROVIDED.
4. THERE ARE NO DRESSING ROOMS PROVIDED.
5. INTERSECTION BETWEEN FLOOR AND WALLS TO BE COVED.
POOL DECK:
1. DECK SHALL BE SMOOTH, SLIP RESISTANT,IMPERVIOUS AND MUST SLOPE
AWAY FROM POOL AT 2%(2-1/2" MIN.) TO 4%(4-1/2" MAX.) IN 10'-0".
2. POOL MUST BE ENCLOSED WITH A WALL OR FENCE IN ACCORDANCE
WITH LOCAL CODE.
ADDITIONAL NOTES:
1. INTERNAL CORNERS PRODRUDING INTO POOL TO HAVE A 2 " MIN. RADIUS.
2. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND POOL WATER
SURFACE TO BE A MINIMUM OF 7 FEET.
3. PLASTIC PIPING EXPOSED TO SUNLIGHT TO BE COATED WITH ULTRA -VIOLET
INHIBITING MATERIAL.
4. POTABLE WATER SUPPLIED BY: THE RE5ERVE
CHEMICAL STORAGE:
IF CHEMICALS ARE TO BE STORED ON THE POOL SITE, THEY MUST BE
STORED IN A COOL, DRY AND WELL VENTILATED AREA UNDER ROOF
AND THE AREA SHALL BE INACCESSABLE TO THE PUBLIC. CHEMICALS
SHALL NOT BE STORED IN THE POOL EQUIPMENT ROOM OR
ENCLOSURE.
THESE PLANS PROVIDE FOR SWIMMING POOL USE DURING DAYLIGHT
HOURS ONLY, FOR NIGHTTIME USE, PLANS WITH CALCULATIONS
AND/OR CERTIFICATION BY A REGISTERED ENGINEER MUST BE
PROVIDED TO THE HEALTH DEPARTMENT VERIFYING COMPLIANCE
WITH CHAPTER 10-D-5.107 FLORIDA ADMINISTRATIVE CODE.
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CAFANA DcTA I L
STATE OF FLORIDA
DEPT. OF HEALTH
RECEIVED -
MUG 'e 5 W
ENVIRONMENTAL NI:AITH PROGRAMS
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GAS INSTALLATION FOR POOL HEATER
IS NOT APPROVED BY THIS PERMIT
AND/OR PLANS.
SEPARATE GAS PERMIT IS REQUIRED.
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`-LAUDER, (2 REQD)
IL
WALL. RE.TU RN IN LE.75
20' MA)( -SPACING
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W/FLUSH PLUG
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POOL PLAN PI GING
1,1
47'-0" , 3'-0
cn 31.33
FLOCR I 1
5LOA. P,
\16
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LG11
# 30AT 12%E.`N. ABOVE 5' DEPTH
GRAVEL SUMP As RE�D %'
HYDR05TATIC REEF /ALVE
P--RFORATED P7E svEL-POINT
POOL SECTION
NT-
4" high permanent depth markers of contrasting color at or
above water line and on deck within 2 feet of waters edge,
"FT" and or "IN" to lie abbreviated in 4" high contrasting
letters, 25 fegt maxL?Nm distance between markings, all
markings on horiiontal surfaces to be slip risistant.
GUTTER.. DRAiNs
IG REaD
--10' MAXI SPACING
IZY-3oa `N LI G�1T
5TEP5 w/NANDRAIL
MAx Mn
lV N Q F p •Ip�
RADIUS °
TANGENT
MAIN DRAIN
TRANSVERSE WALL SECTION
NOTE
1. THE DEPTH AT THE DEEPEST POINT /MAIN DRAIN
GRATE "A" DOES NOT DEVIATE MORE THAN 3"
FROM SIDE WAIL DEPTH "B" INDICATED BY
DEPTH MARKERS AT THAT LOCATION.
2, THE POOL WALLS MUST BE WITHIN 5° Of VERTICAL
TO THE TANGENT POINT OF THE RADIUS BETWEEN
THE WALL AND FLOOR, THE RADIUS BETWEEN THE
WALL AND FLOOR SHALL NOT EXCEED � -6'", THE
MINIMUM DISTANCE OF VERTICAL WALL SIIALL NOT
BE LESS THAN 2-B
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JOB NO.
9-7- 36 I
SHEET
2
OF
' .F /150i
IMPERVIOU5-5LIP RE5l5TANT 0P_cK
5LOPE AWAY FROM POOL AT
MARCITE OR
RESISTANT
(pl' 24/0 21/2n IN 10') MINIMUM TO
SLIP \
MATT FINISH \
12"
4016 ( 4JN ID) MAXIMUM
3 @ 12"0/6 124'Mird, iN4 a DEC9
-
-
4" THICK coTiG• DECK W/
Olz
r�atER-.
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(D"L(o"-to/ID�H,P1, rn3EjtME,5H
LEVEL N
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'
BULLN05C -TIL E
I S46 cONT.
6"x G"
/o TOC F16/o DENS TYHLY COMPACT
.
f34�.r 12.•'YG
MAHLITE FINISH
WALLS B FLOOR
' �I'
I
'
- BHEAK HESISTANT
t 3A a 12" % E.W ABOVE 5' DEPTH', GRATE W/TAMPEF
PROOF SCREWS -
•�'
POURED 1 3000 PSI I SIDES B BOTTOM -
6" MIN
I
GUNITED ( 4000 PSI I SIDES 9 BOTTOM
1/2
COPING 8(
WALL SECTION
NOTE ca .
TO
LIP OF GUTTER 6E UNIFORMLY LEVEL WITH AT I _
MAXIMUM TOLERANCE OF 1/4" 5ET:WEEN' HIGH
ill
-AND LOW AREAS.
BOTTOM OF 6UTTEF: TO eE
LEVEL OR 5LOPE
TO DRAINS. ilq
20 HULL NOSE LAP TILE
Uh CONTRASTING OAR
COLOR
ENTIRE LENGTH OF
EACH STEP RISER
(5LIP RESIST.) 12 12"
00
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3/4"
�At4CHOR
HANDRAIL 8 STEPS
HYDRAULIC COMPUTATIONS:
Z HYDROSTATIC
RELIEF
VALV S
0000
HEAD LOSS TO MOST REMOTE FITTING. "I.5 FT.
CALC. HEAD LOSS IN RETURN LINE TO PUMP 3.2 FT.
HEAD LOSS ALLOWED FOR FILTERS 2 0.0 FT.
TOTAL CALC. HEAD LOSS FOR FILTERING 3 2.1 FT.
MAX. VELOCITY IN PIPING LAYOUT �'E e;s FT./SEC.
FUnP.SUCT, 5.g
(FRICTION COEF. USED: WILLIAMS $ HAZEN 001SO)
^ OP
IATES
vWATEROTE:___-__LEVEUTTER LINE 5LOPE&'/4"PER
FOOT, EACH DIRECTLON, FROM
M05T REMOTE FITTING TO
FILTER OR COLLECTOR TANK.
H 40 FLEX PIPE
IN GUTTER LINE - SLOPE @'/q' PER
AOT DOWN TO F(LTrR TANK
_lL `-BACKFILL COMPACT
GUTTER FITTING OUTLETS
12-3/16 50 FRAME
FINISHED POOL FLOOR
(�
12" SO GRATE_. 7/B'�
CAP FOR PRESSURE O
--
TEST -THEN CUT -OF
O _
AS SHOWN
-
PLASTER I II 1
II
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IL.
o• I
O I 2 - • 3 BARS
A BOTH WAYS
12'SQ. MAIN OUTLET
-7135q• IN. OPEN AREA, 366 GPM-1.5 FT. PER SEC.
- ITREADS TO
T--BE SLIP
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BRACE
a
;m
3 TREAD LADDER
General Notes
1. Gunite is to be 1 to 4 mix g is to attain`4,000 PSI @ 28 days.
2. Poured concrete to attain 3,000 PSI @ 28 days.
3. All reinforcing rods to be new billet steel, intermediate grade,
deformed and must comply with AS7M A-15.
14. Lap all rods a min. of 24" @ corners and 30 0 @ splices.
S. Remove rebound from pool.
6. Pool wall to be as smooth as poss.ible.below 51 depth.
7. Provide vacuum breaker for all hose bibs in pool area and equipment
room.
8. Permanent depth markers required above water line, both sides, 2S'
max between markings.
9. Provide electrical interlock between recirculation. pump P, chemical
feeders.
10. Provide outdoor shower & drinking fountain (angle jet).
11. All chemical lines must be translucent.
12. Pool deck, toilet rooms and access to"toilet rooms to be impervious
with slip resistant finish.
13. POTABLE WATER S1IPPLIED BY : THE RESERVE
14. Provide first aid kit.
15. Electrical equipment wiring and installation must conform to the
National Electrical Code.
16. All plastic piping must be specified with NSF-pw Seal of Approval,
17. Eauioment Room lighting to provide a minimum of 30.00 Foot candles
of illumination at floor level.
IS. All Recirculation Lines to and from the.pool shall be individually
valved with proportional flow type valves.
WATER7T �' ' ,� "e �- „-, o
LEVEL
IS --MIN. �•
'., �. LIGHT NICHE
12V.• 300W I ' APPROVED
UNDERWAftR GROUND CLAMP
LIGHT
I 2 030 E.W.
(OPTIONAL)
.-')j'• r4* MIN.
LIGHT DETAIL
PROVIDE OVERHEATING PROTECTION
WHEN LIGHT 15 NOT SUBMERGED
1. 1/2' FIPS II1.1/2"
SOCKET COUPLING)
PLASTER
18" BELOW
BALL WATER LEVEL
ADAPTER I
BALL RETAINER 1
�-1` BALL
- . 7 MUST BE FLUSH
�. WITH WALL
EYEBALL INLET FITTINGS
DIRECTIONALLY ADJUSTABLE
12" BELOW
WATER LEVEL
�.MVVVm
• - FITTING W/
FLUSH PLUG
POOL 'WALL GROUT
•�' FINISH
PLASTER
VACUUM FITTING
WI FLUSH PLUG
POOL CRITERIA
POOL CAPACITY 4 21 000 GALLONS
SURFACE AREA t 500 SQ. ,FEET
BATHING LOAD 26 PERSONS
FILTER RATE 2 GPM/SQ. FT.
FILTER CYCLE 5.4- HOURS
DESIGN FLOW, 1 -JO GPM= 42000GALLONS IN 6.4 HRS-
THIS POOL TO SERVE 136 NON -TRANSIENT UNITS
13 G X .75 GPM/UNIT - 10 2 GPM MIN. FLOW.
POOL PE121METEP- 160 LINEAR FEET
PIPING SCHEDULE:
MAIN DRAIN PVC SCH 40
(PVC SCH UNDER POOL SHELL)
GUTTER LINE PVC SCH 40
VACUUM LINE PVC SCH 40
RETURN LINE PVC SCH 40
Ty
ITEM
DESCRIPTION
Filter (VAC•D,�,)
GDmPAC F-Ito/ 6(0,45 Q.FT
-EP,A•-132 G Ma 2GPM/5•F,
I
Pump (SELF PMi11Nh)
i'5CGP 0- 50TEH-&"5TRAIN
Flowmeter
BLUE WHITE CF 3025o P - 2,5"
(oa TO 24O &ffM
Main Drain
121' x 1211 Cycolac
16
Gutter Drain
2" Cycolac
8
Inlets
1-1/2" Cycolac
2
Vacuum Fittings
1-1/2" x 2" Cycolac
3
Light
300 W 12V w/Trans.
Vacuum Hose
50,
Vacuum Head
18"
Life Ring
2411 w/50' Rope
Life Hook
1611 w/161 Pole
Brush
1801.
I
Test Kit
Taylor PD200S
Chemical Feeders
Y 11 WAKD C-25OCF F36PPD
DWME-FER 4 ADJ, VALVE
2
Ladder
3 Step
I
Hand Rail
Stainless Steel
Chemical Tanks
Gallon Plastic
1
VAC. G,6,UGE
2.5' _ Q1I TO 30ie
I
VACI F WAA1'
3)4 4, P, 5TP,-KITE W' 5' 5TRAINEIZ
I
SEPAR�TInN 1A�1<
THE FOLLOWING RULES WILL BE POSTED AT OR NEAR POOLSIDE AND WILL BE
LEGIBLE FROM THE POOL DECK:
1. NO ANIMALS IN POOL OR ON POOL DECK.
2. NO FOOD OR DRINK IN POOL OR ON POOL DECK.
3. SHOWER BEFORE ENTERING POOL.
4. BATHING LOAD 26 PERSONS.
S. NO DIVING.
6. POOL HOURS DAWN A.M. TO DU5K P.M.
THE LETTERING FOR THE POOL RULES SIGN TO BE A MINIMUM OF 1" HIGH
LETTERS EXCEPT "NO DIVING" TO BE A MINIMUM OF 4" HIGH LETTERS.
CURTIB-SINCLAIR, INC.
3114 45th. Street, Suite 3
West Balm Beach, FL 33407
(407) 684-8703
PIIFIC9\
'= C)
'No 3S6al
STATE OFAl
Stephen K- Sindlair,P.E.
Florida Certificate No. 35631
SCANNED,
BY
StLUGIp r^ImtV
COMMERCIAL POOL FOR :
GOLF VILLAS AT THE 9ESERVE
CURTIS cSINCLAIR . INC .
POOL DESIGN 6 ENGINEERING
WEST PALM BEACH F L 0 R I D A
DATE A III yI q / DRAWN BY ►Vhv I
SCALE: N A f D
SHEET
3 o F 4-
Joe NO.
c1-7 - 361
AN 131997
m
M
u
THERMOP
FLOW h
SURFACE OVERI
FILTER ELEM
EQUALIZEF
0 VERI
MAIN C
VACUUM! TO F
FRESH W
PUMP TO W
VACUUM
F-16 EQUIPMENT LIST
1. 66.45 SQ.FT. OF FILTER AREA - 15/4.43SQ.FT. ELEMENTS
2. 130 GPM 46800 GALLONS / 6 HOURS • 50TDH
3. 2.5 HP STA-RITE P4EAA6GL - RECIRC. PUMP
4. 3/4 HP STA-RITE P2RA5DL - VACUUM PUMP WITH H A L STRAINER
5. 2.5" FLOW METER •CF-30300P, 60-240 GPM RANGE
6. 2.5" FACE S.S. VACUUM GAUGE 0-30" Hg
7. 200 GALLON CAPACITY FILTER TANK
8. (2)MA-1BEIFM (317.8g/HR ) 810-LAB INC.
9. PAC FAB 60 SQFT. SEP. TANK •301046
FILTER NOTES
VALVES FOR PROPORTIONING FLOW ARE DESIGNED FOR SUCH
THE MAIN DRAIN, SKIMMER, TO & FR. HEATER, AND RETURN
ALL ELECTRICAL EQUIPMENT SHALL CONFORM WITH THE N.E.C. AND
SHALL BE IN COMPLIANCE WITH THE UL 1061 STD.
FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR
OTHER ITEMS THAT COULD IMPAIR OPERATION OR INSPECTION OF
SYSTEM
ALL COMPONENTS ARE DESIGNED FOR CONTINOUS USE
FILTER TANK HAS COVED INTERSECTION BETWEEN WALL AND FLOOR
AND 18 DESIGNED TO DRAIN COMPLETELY
ALL CHEMICAL FEEDERS ARE INTERLOCKED WITH RECIRCULATION
PUMP
ALL VALVES, PIPES, CHEMICAL FEEDERS III CROCKS ARE
PERMANENTLY MARKED
ALL PUMPS ARE SELF -PRIMING OR FLOODED SUCTION
DRAIN LOCATED AT LOW POINTS IN FILTER ROOM
FLOWMETER IS LOCATED AS PER MANUFACTURERS
INSTRUCTIONSAND 18 CAPABLE OF REGISTERING 1.5 TIMES THE
DESIGNED FLOW RATE
NO DISSIMILAR METALS USED
3OFT. CANDLE (MIN.) LIGHT FIXTURE PROVIDED
7-1 3/8" j
i
PLAN
r=1
F-20 EQUIPMENT LIST
1. 84 SQ.FT. OF FILTER AREA - 19/4.43SQ.FT. ELEMENTS
2. 160 GR•I 57,600 GALLONS / 6 HOURS P 50TDH
3. 3 HP STA-RITE P4E6HL - RECIRC. PLIMP
4. 3/4 HP STA-RITE P2RA5DL - VACUUM PUMP WITH H IL L STRAINER
5. 3- FLOW METER +CF-30300P, 80-300 GPI1 RANGE
6. 2.5" FACE S.S. VACUUM GAUGE 0-30" Hg
7. 200 GALLON CAPACITY FILTER TANK
8. (2)MA-18BFM (317.8g/HR ) BIO-LAB INC.
9. PAC FAB 60 SQFT. SEP. TANK •301046
100
DO•
SURFACE OVERFLOW I
VACUUM TO FILTER
FROM HEATER
PUMP TO WASTE
,,�• •III
VACUUM GAUGE
FRESH WATER
RETURN LINE
VACUUM Pl"
MECCIAT
MAIN DRAIN low
RECIRC. PUMP
IlkTO
HEATER
VACUUM LINE
„\ .,
♦
Mel
ZLECTRICAL
F-27 EQUIPMENT LIST
1. 106.32 SQ.FT. OF FILTER AREA - 24/4.43SQ.FT. ELEMENTS
2. 200 GPM 72000 GALLONS / 6 HOURS a 50TDH
3. 5 HP PACoFAB •34-5210 - RECIRC. PUMP
4. 3/4 HP STA-RITE P2RA50L - VACUUM PUMP WITH H & L STRAINER
S. 3" FLOW METER'CF-30300P, 80-300 GPM RANGE
6. 2.5" FACE S.S. VACUUM GAUGE 0-30" Hg
7. 200 GALLON CAPACITY FILTER TANK
8. (2)MA-1BBFM (317.8g/HR ) BID -LAB INC.
9. PAC FAB 60 SOFT. SEP. TANK *301046
90 t
80 ♦+�♦ I I
70 �♦
60 I ♦ I 5 P
{
50. 3 HP
40
30 ` 13/4 HP
20 %•
10
10 20 30 40 50 60 70 90 90 100 110 120 130 140 150 160 170 180 190 200
PUMP PERFORMANCE CURVES
Waste Detail
At Gap
5vity To
� Iaste
TANK OVERFLOW
ETER I FLOW METER
11,) rAECOAT
HEATER
RETURN
�iRECIRC. PUMP
FROM HEAT5�)
ISOMETRIC
314"= I
HINGED
SPACING . HOUSING FOR
REQUSPACING
�1\ \r ACCESS
HINGED COVER
i � \\ l FOR DAILY USE
*,BRACKET
INGin ----12 X 24
n LOUVERS
GRADE
STATIC ---------
WATER
LEVEL �Pza
l IN
Hose blbb with
Vacuum Breaker
AV Gap For Men. \`I�
Ili Auto Fill
Float Valve
Float Valve
Box '
Static Water Level
Ad tment Operating I
Levu
Nut
Equalizer Line
ELEVATION
"Hydraulic Valve
i" Ball Valve
-� o11
125"
�1 on
* Filter Tank
(To Pool) Auto NL Manual Fill Dated
nts
CONCRETE
2.5 YDS. MIN.
ANK DRAIN
LINE
TER ELEMENTS
F-16
Main Drain
6"
Surface Overflow
6"
Return
2.5"
Precoat
2"
Suction
3"
Vacuum Line
2"
Tank Drain
2"
Vacuum to Filter
1.5"
Pump to Waste
1.5"
To & Fr. Heater
2"
Equalizer Line
1.5"
Fresh Water
1"
FEEDERS
---- VACUUM LINE
'-VACUUM PUMP
%\%III 1p,�
SiN G4
NCO
��'S
� O 335631�
STATE OFIj
0
AUG 131997
GOLF VILLAS AT T14E RE5E RVE
For Health Dept. use ONLY
COM • PAC -Vacuum D/E
Model# F-16,F-20,F-27
T7- 5 C, r SH, 4• 1) ir 4-