HomeMy WebLinkAboutPool PlansWATERLINE
a
6" MIN,
GUNITE
1�
52 ,
UNDISTURBED OR COMPACTED
SOIL TO95d%MODIFIED
^DBT1'GIIIQITE
PROCTOR 4000 PSI #3 @12" OG BW FOR DEPTH TO 5'
#3 @ 6" OCI BW FOR DEPTH> 5' . ANTI -ENTRAPMENT i
�1 MAIN DRAIN
rPOOL SECTION
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO SINGLE B/N => TO BOUBLE BIN
DBN BRICK DBN BRICK
4"CONCRETE
a^ r-nxru 4' OONCRETE'
TILE
1/4"- 3/8"
- BRITE
CANTI-LEVER
CONCRETE
OVER -POUR
MARBLE
ON CONCRETE
W.
S18" OR BETTER PLYWOOD SHEATING
2"X4'X V Qa 2' OC
SHOItII I��G DETAIL
-
N
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O
2500 PSI CONCRETE W/6"X6" # 10/10
Q
STEEL WIRE MESH OR FIBER MESH, (llb(YD.)
oa
¢" 3-#3 RE-STEII. �S�
OR I #5 RE -STEEL.
CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
DBN BRICKPAVER
OR MARBLE ON SAND
SCREEN ENCLOSURE
ENGINIMUN3(BY OTHERS)
BRICK PAVERS
FINISHED GRADE .
3-93 RE -STEEL. •:'>;,5:.. 12'
OR 1 #5 RE -STEEL; f
CONTINUOUS
_12°--I
FOOTER DETAIL
FOR SCREEN ENCLOSURE
UDIDISI uRBm SUII-J
(NO EXCEPTIONS
SWIMMINGTOOL. PLAN.,'.
SCALE: 1/8"=1'0"
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SIDNEY !n b'16668
SWIIYM NG POOL PLAN FOR:
�RtoTT�1TA�No. 16668
C09W WAVER RD
s �� STATE OF ,,4/`
//�, 8/0NAl-�\\e0�
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS _FL 33418
FOR AMO RE _ Qao�,S
oSWII.I INL-
CH DETAIL SWIM OUr BEN(M DETADRAWN
ji t•1`� �TBY-
SHEET IOF3
JOB NO:
Cl
VALVE
PIPE SCHEMATIC
SCALE NTS
WATER LEVEL
TABLE
' SP uG 3--1'1 %E__E E5CE�1T I�F— -
SUN VAC LINE
DECK W/LOC '
4
bL ,z" ,
WJ4
DA
pFC�JCQFyE BACIl(K
IJT�
`L " POOL M/D
COVERED
PORCH "
.3-.1„_RETU.RN8'TO -..:.�.
2`i"SHEAR-DESCENT
WATERFALLS.: MUDH��''
Hsi -
- , ,. Nis •
rt2" So1b�v6� .
6" MIN-12- MAX
VAC LOCK #W400
FBC
FBC 2017 SEC 459.1.6.5.3.2
& ANSVASME A112.19.8M
FILTER W%
PRESSURE GAUGE &
'9 IR RELEASE VALVE
WASTE RETAINED ON SITE
LINT STR�R
2#3
lei ! I TO PUMP
SKIMMER & VAC DETAIL
SCALE NIS
rn� xti��i.o.o
32" CHANNEL DRAIN
32 CHANNEL DRAIN
OPEN AREA= 3 8.79 IIF
FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL
IAPMO LISTED FLOW RATES
O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL)
O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL)
O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM CWALL)
O FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GEM (WALL)'
A ff A fXT nu A T1IT n7PT A TT
PIPING DIAGRAM
SCALE .m
-- POOL
PIPE SIZE FLOW (ff/sec),:
FLOW THRU CMP MD GRATES d Q
PIPE FLOW MAIN DRAIN Z T° 14 .
SIB
RETURN TO POOIISPA F. ,
ASSUMFTION: POOL�FLOW 67%MD 33% SKRvRAER SPA FLOW,IOW* NID
POOL RETURN L FROM PUMP 2 FROMITEF- • I-1!M- AT INZ.T77
T
12'
1
3-TREAD LADDER
N.T.S.
;X ANCHORS
UND WIRE
ANCHORS
8 GROL�-D
WIRE
HANDRAIL & STEPS
(240-SQ. Lei. MIN.)
N.T.S.
F
� I
l L f
OP T.
E .
? R
4' CONCREM SLAB OR PANMF S,
POOL EQUIP.A'UEr,-r SECURED W!1- 3K' X 3..,r TAPCO`3 OR EQUAL
POOL EQUIl'MENT/ANCHOR DETAIL
SCALE N-m
EL-SID ENGINEERING
139 ISLE VERDE WAY o�oo��Y _ K 0VIVF�
PALM BEACH GARDS�?L'.4f�SF'•.. �i
No. 16668
PR 1 5 021
°
fee,, STATE OF ;Im
®®/�`SS/ONAL
®/ \
SIDS g0 P� 66sa
�
DRAWN BY: SHEET 2 OF 3
n e T'R• JOB NO: I
0
`wNbTES.' ONE OF THE FOLLOWING POOL
SAFETY FEATURE OPTIONS MUST BE PROVIDED
SPECIFICATIONS:
I. THE POOL MUST BE ISOLATED FROM ACCE%.r AIION� BY
AN ENCLOSURE THAT MEETS THE POOL BAitRIEFt
REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.2o20
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY
POOL COVER.
3. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM
THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT
ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF
85DB AT 10 FEET.
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME. TO
THE POOL MUST BE EQUIPPED WITH A SELF -CLOSING,
SELF -LATCHING DEVICE WITH A RELEASE MECHANISM PLACED
NO LOWER THAN 54 INCHES ABOVE THE FLOOR.
*APSP-15
MINIMUM FLOW FOR 6 HOUR TURN OVER �1 GPM C
MINIMUM FILTER AREAS
® CARTRIDGE 115 FI2 < 1-00
❑ SAND FT2 <
❑ DE , ` FT2.<
FILTER PUMP e*\K 3""u'1'b
ELECTRIC RISER DIAGRAM
HOUSE PANEL
POOL PANEL
LITES 1P20 2P20 PUMP
O2/0 2P60 POOL AUTOMATION AIRBLOWER
ELECTRIC
TO POOL PANEL HEATER
1" PVC FPL 2#•4 CLZ 1P15 GAS HEATER
1 ##6N
1 ##MRD
ELECTRICAL DIAGRAM
60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH _
W/ 2#$ & 4#�}'CU WITHIN +I1� 10 HP PUMP.MOTOR W BUILT-IN
I" MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/-2#S& 1#8
CU WITHIN I" MIN. CONDUIT
#8 SOLID CU GROUND GFCI PROTECTED)
G PANEL
WP DISCONNECT
S.P.S.T. TOGGLE SWITCH `
POOL LIGITS� L 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) /
JUNCTION BOX
1. 4L ELECTRICAL TO COMPLY WITH 20r .NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
2. 3-#12 THHN CU WITHIN 1" MIN. CONDUIT FOR'POOL LIGHT(S).
`3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC..W/9-8 SOLII) BARE COPPER
4. PROVIDE W.P.G.F.I. OUTLET 10, MIN. - 20, MAX. FROM WATER'
S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)-20111
� E�G43EFRIT1Gp1AiJS Co�1PLY R�ria?"' 1 D Irl rrr�o zV2pt c IC4301/�5) C 434.II R1011.1 PRIVATE
SWA�4fIZIG POOLS. ENGINEERINrDESIiN,CONSTUCTIONAND WORKMANSHIP pE ANSI/NSF,1_4 & NSPI -5
ANSI/APSP -15,7. ANSI/NSPI ,3. ANSUASPCIICC-4,5,6.
2. GUNITE TO ATTAIN 4000 PSI �cg 28 DAYS.
3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANID a, RDS-
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 454.2 .2.13-2
PURPLE PRIMERAPPI.IED PRIOR TO ALL GLUE JOINT'S FBC PLUMBING SEC- 6.05 21 WATER PLU BENG
PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1.
5. ALL RE -STEEL, I =, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO \ZEC. E 680 / 20IT
6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM.
7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY
BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE. F6C 1020
8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT Ati-D HIGH PRESSURE
CONTROL TO LIMIT WATER TEMPERATURE TO <104`F. FBC. SEC. 454.2.14.4.
9. ALL GAS PIPING TO FI ram. FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC.."1680 / 2017
10. AFTER COMPLETION, THE POOUSPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR AI Y RE4SON
WHAT -SO -EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH TI-IIS.
HYDROSTATIC RELIEF VALVE IS USED AT ENGINEERS DISCRETION ONLY. BACK FLOW PRIENFE -TEAR ON
WATER SERVICE (WPB ONLY)
1 LTHE POOLISPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELATE S iT Al ON
PIPING.
12: TYPE 'O' POOL WALLS VERTICAL WITHIN 11°, DRAINAGE POOL/PATIO TO GRASS (PBC)-
13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IP i EASE` E T& OR
REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD
WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND
U MITIES AT SITE. WATER EDCaE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES.
14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF ELSID ENGINEERING AND IS
NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER
15. WARRANTY: THIS ENGINEERWARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE
CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS- NO OTHER
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
16. ANGLE OF REPCSTIERIA (ST. LUCIE COUNTY) FOR POOL LESS THA-15- FROM HOUSE:
(1) #3 RE -STEEL (2) GUNITE THICKINESS 6" i N
}-'-"' OL DATA & EQiTIP ENT
�T�& CRITERIA:
L*�� X 3�'
POOL DIMENSIONS AREA
DEPTH VARIATION I VOLUME l (al U� GALLONS
SPA DEvIENSIONS RAISED GP/ JACU= �=
� �' I W Vj FILTER �C 2.0
-
POOL)SPA gE
PUNT117- HP GpP i e. ° 6� l : TD TURNOVER RATIE ��
LIIESFUEL
s
HANDRAIL
3 Oi`il LADDDEERISWIM:OUT-.: J
DIAMOND BRITIFJ'GEIM COAT S n �`D COLOR
-
AUTO - VAC CLFA,NER 114LD'E CLY � ...._
SLIDE DIVINGBOARD
SHEER DESCENT WATER FALL 3e 2� LIONS I3FADrROSETTE
ni 4 (� � ,Ai Aa1 E�Tl E POE' VirDOD S �" V_V ,
=meI POOL BOND PAS° SCREEN ENCLOSURE D Q E/y,
aos� AIARMB ARFIEF 1 � *t `� "� m
PH 2U18
01 INSTALL IN- AUTOMATION
CAN BE INSTALLED
USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND
IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE •ASSEMBLY PROCEDURE'
FOR PROPER LIGHTENING OF POOL BOND.
(2)INSTALL IN A RETURN LINE:
• POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLETFITTJNG
AVOID INSTALLATIONS THAT COULD TRAP AIR
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM
VALVE BOX CAN BE USED FOR ACCESS.
DO NOT INSTALL AS SHOWN TRAPPED AIR WILL
PREVENT PROPER CONTACT WITH WATER
OINSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. -
IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER
SYSTEM V ALVE BOX CAN BE USED.
WIRE RECEPTOR TAB -� POOL BOND CASTING
#8 SOLID COPPER
BONDING WIRE
SPLIT BOLT
V MALE PIPE THREAD
EQUI-POTENTIAL BONDING GRID
NEC 680.26 (C) 201 LID LIGHT
ALTERNATIVE METHOD PER
FL. SENATE BILL SR 2836 LED L:(,HTDETAIL
EXECUTIVE ORDER 2007-187
SIGNED JUNE 19, 2007
FBC 101.2.1
SINGLE #8 AWG BARE SOLID COPPER WIRE
AROUND ENTIRE PERIMETER OF POOL AND
CONNECTED
TO POOL RF-STEEL IN 4-EQUALLY
A ES FROM #8 SOLID INSULATED
SPACED PLACES
TAILS AND CONNECTED W/APPROVED
MECHANICAL FASTENERS i.e., SPLIT BOLT,
BRONZE PIPE CLAMP (WBRONZE SCREWS)•
E)UI-POTENTIAL BONDING
#8 SOLID GROUND WIRE SHALL BE.POSITIONED
4" TO 6" INTO SUBGRADE MATERIAL ADJACENT
TO POOL STRUCTURE. THIS 98 WIRE SHALL BE
BONDED TO POOL STRUCTURE REBAR IN 4
EQUALLY SPACED POINTS. THIS 98 WIRE SHALL '
n V Dr e rFi) 1 R" TO 24" IN PROXIMITY TO POOL
PAD.
RECOMENDID Y BELOW
WATER LEVEL
lt-4 1
PIPE REDUCED TO I'
%AMID RUN TO DECK BOX
/ 2- SCH 40 PVC
SLEEVE
SP 10-22 WALL
F17TII3G- OR EQUAL
INSTALLEDRgSIDE PIPE
WATER V
4"-6"
18"-24"
GRADE FOR PAVER
OR coNoC £TE DECK
A
RI
b
E fd sF
EL-SID ENGR4EERING'
'IrEB-0006831
a No.16668 ,%
139 ISLE VERDE WAY
PALM BEACH GARDENDS,
FL 33418
STATE OF ; �QJ
LORI
/81111110/®Nae. �' \\\N
DRAWN BY:
FILE COPY.
SBEET2OF3
JOB NO: