HomeMy WebLinkAboutSwimming Pool PlanSUN-
.
�lL�1 s�vF
WATERLINE I\ GPOOL_-PLANT.
0
°
SCALE: 1/8"=1'0"
6" M.E
1 GUNTIE
2 �
UNDISTURBED OR COMPACTED • ~O j
SOIL TO 95% i.SODIFFIED MIN .GUNITE V
PROCTOR 4000 PSI f % v,
#3 @12' OCIBW FORDEPTHTO S
#3 @ 6" OC(B W FOR DEFTH> S EN ANTI TRAPMENT REVIEWED FOR
R
POOL SECTION
30' MAIN1DRAW _ i CODE COMPLIANCE
ST. LUCIE COUNTY
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) ®S
TO SINGLE B/N = , TO BOUBLE BIN
DBN BRICK N BRICK
4' CONCREE
4" CON 4' CONCRETE
TIIE TILE &KO,2PX
114'- 3/8'BRTTE
CAXII-LEVER M [luuu DBN BRICK PAVER DB CK PAowj
CONCRETE ON CONCRETE OR MARBLE ON SAND W/ CREIE SPRAY DECKOVIR-POUR FWALL SECTIONS 6668
SCREEN ENCLOSURE� SWDOAING POOL PLAN FOR: `N�E� No�!�c�� /lies
SIS• OR BETTER PLYWOOD SHEATING -
3U TAN lt�A SC;�WI�RT�ol
2-X4•X 8' @ 2- OC BRICK PAVERS n '
FBIISFIID GRADE (3 q92 � W EplTO i� �,ANE = �, � � No. 16668 '��
343RE-STEEL 'l,�:� • r
2' OR I #5 RE�1F.Q. .: sw'T, I2" _. _ _ mud C (� �( � ! "� ', ; e
�Nrn�Jovs,*; 1 1 STATE OF [�/
.�
0%
SHOgNDErAlL
FOR �ENCLOSURE T � SaBONAL � 0-� e0\
EL-SID ENGINEERING
I8' - #EB-0006831
18" 139 ISLE VERDE WAY
2500 PSI CONCRETE R'16'X6' 0 10110 A 4200 CAP TILE PALM BEACH GARDENDS. FL 33418
STEEL WIRE MESH OR FIBER ),M-I, 1,� - -
�- 1 \ FOR _ Poo
L5 _
L4' 3 3REslii� ff_8 POOL
OR 195 R&MEEL
CONTINUOUS INDISTURBED SOIL
(NO EXCEPTIONS
FOOTER DETAIL
FOR SCREE: ENCLOSURE
SWIM IN BENCH DETAIL SWIM OUT BENCHDETAII. - — _-- ---_.
NTT NTS DRAWN BY: SKEET 1 OF 3
DATE: JOB NO:
VALVE
PIPE SCHEMATIC
SCALE NTS
WATER LEVEL
6" MIN-12" MAX
FBIC H/WVAC LOCK KW400
FBC 2017 SEC 459-1-6-532
& ANSVASMEA112.19-8M
czmp
32" CHANNEL DRAIN
32 CHANNEL DRAIN
OPEN AREA= 38.79 INz
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 CWALL)
0 FOR 2.511 PLUMMO USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL)
O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL)
• FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL)
MAIN DRAIN
`- L
FILTER W/
PRESSURE GAUGE & AIR RELEASE VALVE
RETAINED ON SITE
LINT STONER
2#3
Jf— TO PUMP
SKIN ,fER & VAC DETAIL
SCALE NTS
PIPING DIAGRAM
SCALE I'm
POOL
FLOW THRU CUT MD GRATES PIPE SIZE FLOW (ft/sec)
PIPE FLOW MAIN DRAIN Z �� I
SKIIv24ER y, 31(44
RETURN TO POOL/SPA 21 7.1 I < to
ASSUMPTION: POOL FLOW 67% MD 33% SKPA MER SPA FLOW 100'/o MD
N. y
POOL RETURN 2 FROM PUMP Z FROM TEE, 1-1I2" AT n-u-ET
DECK ANCHORS
6"
12" 1 3�# 8 GROUND WIRE -
L
3-TREAD LADDER
N.T.S.
REMEWED FOR
T. LUCIE��nnCOUN
OCC I L
OP
' E
i R
ANCHORS
8 GROUND
WIRE
HANDRAIL & STEPS
(240-SQ. INF. MIN.)
N.T.S.
HEATER
4' CONCRETE SLAB OR PAVERS
POOL EQU2MENY SECURED W/1- 3/4• X 3/8" TAPCONS OR EQUAL
POOL EQUIPMENVANCHOR DETAIL
SCALE N-IS
EL-SID ENGINEERING
#EB-0006831
139ISLE VERDE WAY APR 20zj
PALM BEACH GARD
No. 16668
p STATE OF % Au
•
/F�,s� � ORIO�G��\
/��/ ON�L \SID3`I1;-YK Yhti P#26G68
DRAWN BY: SHEET 2 OF 3
ETAIL I DATE:
JOB NO:
NOTES: ONE OF THE FOLLOWING POOL
SAFETY FEATURE OPTIONS MUST BE PROVIDED
SPECIFICATIONS:
1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY
AN ENCLOSURE THAT MEETS THE POOL BARRIER
REQUIREty EIM OF 454.2.17 OF THE FLORIDA BUILDING CODE.2r326
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 MININIUM 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 PLACID
NO LOWER THAN 54 INCHES ABOVE THE FLOOR
*APSP-15 MIN-B3UM FLOW FOR 6 HOUR TURN OVER q) GPM Q RPM
NUNIAIL'M FILTER AREAS
MA
1^1C_UURIDGE Ow FT= < S 0
❑ SAND F 2 <
❑ DE FTZ<
FILTER PU 0 A `i RD PP"O VS F W i 65
1.65 l-P
1. THESE ENGINEERING PLANS COMPLY WITH nth EDITION FBC 2d A SEC R 45011 SEC 454.11 R1012.1 PRIVATE
SVIIaR 1GPOOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI/NSPI-4-92 & NSPI -5.
ANSI(APSP -15,7. ANSI/NSPI -3. ANSUASPC/ICC -4,5,6.
2. GUNTFE TO ATTAIN 4000 PSI Q 28 DAYS.
3. RE -STEEL -TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS.
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 4542.3?.132
PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.0521 WATER PLUMBING
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 WERE TO NEC. # 68012011.
6. SOIL STATEMENT: SWIMMING POOUSPA/PATIO - BEARING PRESSURE 2500 PSF. bIINIMUM_
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. F6G 2A20
8. POOL ISFA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE
CONTROL TO LIMIT WATER TEMPERATURE TO <104°F. FBC. SEC. 454.2.14.4.
9. ALL GAS PIPING TO FB.UtFUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 201'j.
10. AFTER COMPLETION, THE POOLJSPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON
WHAT -SO -EVER A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS.
HYDRO -STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON
WATER SERVICE (WPB ONLY)
I LTHE POOUSPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON
PIPING.
ELECTRIC RISER DIAGRAM
12. TYPE 'O' POOL WALLS VERTICAL WITHIN 11', DRAINAGE POOUPATIO TO GRASS (PBC).
HOUSE PANEL
13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR
200
, REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD
POOL PANEL
WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND
UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LIMES.
LTTES
1P20 2P20 PUMP
14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS
TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER
ONON-TRANSFERRABLE
JO 2P60 POOL AUTOMATIONAIR
BLOWER
15. WARRANTY: THIS ENGINEER WARRANTYS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE
TO POOL PAna
2P50 ELECTRIC
CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY
11, PVC
CL,
HEATER
1P15 GAS HEATER
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER
�7PL 2 6
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
198N
1 iRD
16_ ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN T FROM HOUSE:
(1) #3 RE -STEEL @ 6" OCBW- (2) GUNTI 3 THICKNESS 6" M NIMLIM.
ELECTRICAL DIAGRAM
60 AMP POOL PANEL
W/2 &18CUWITHIN bItK
1' MIN. ELECTRICAL CONDUIT.
98 SOLID CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE SWITCH
MANUEL MOTOR STARTER SWITCH
HP PUMP MOTOR W/ BUILT-IN
OVERLOAD SWITCH w/- 2#6& 1#8
CU WITHIN 1" MIN. CONDUIT
P---(GFCI PROTECTED)
TIME CLOCK
WP DISCONNECT
POOL LIGHT��L 12 VOLT TRANSFORMER
(GF1 NOT REQUIRED)
JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH 20r NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
2. 3-412 THEN CU wnuN 1' AQN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER.
4. PROVIDE W.P.G.F.L OUTLET 10 MIN. - 20' MAX FROM WATERS EDGE
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 68022(B)-201 !
POOL DATA & EQUIPMENT & CRITERIA:
POOL DIMIRgSIONS I I Y jo
c I AREA L j��' ERA�'IER 4 r
DEPTH VARIATION Z- J V�OLUMEN '�3oa GALLONS
SPA DIMENSIONS RAISED W/ JACUZZI JETS
� f �JI =
POOL/SPA PU T T J' '1 ` O F901 ys FILTER � � cs
��
PUMP � HP 10 GPM a 65t TD14 TURNOVERRATE Z HRS
LITES l- POOL HEATER A%UA Cr7L T sTIJ 17L�C FTJII
HANDRAIL W�DI:R/SWIM-@W. AN N U ON
DIAMOND BRTTEIGEM COAT STWAM COLOR
SLIDE DIVING BOARD AUTO - VAC CLEANER R LINE CL2 �,11
SHEER DESCENT WATER FALL LIONWS HEAD/ROSEITE 1- OZ5
PATIO Ii.S� MATFRTAT- Il��Pt K�N� PAv 5 W/DOD NCGVOED
SCREEN ENCLOSURE FENCE
Ql INSTALL IN SKUAMER PB 2008
USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED
IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE •ASSEMBLY PROCEDURE'
FOR PROPER LIGHTENING OF POOL BOND.
Q2 INSTALL IN A RETURN LINE:
• POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET I'T NG
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
(I)INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD:
• ED TER
I\STALL ON SUCTION SIDE PLUMBING AT LEAST 3' BELOW WATER LEVEL. n t--I�
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER
SYSTEM VALVE BOX CAN BE USED.
WIRE RECEPTOR TAB POOL BOND CASTING
98 SOLID COPPER
BONDING WIRE
SPLIT BOLT
1' MALE PIPE THREAD
EQUI-POTENTIAL BONDING GRID
NEC 680.26 (C) 2017
ALTERNATIVE METHOD PER
FL. SENATE BILL SR"2836
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 RE -STEEL IN 4-EQUALLY
SPACED PLACES FROM#8 SOLID INSULATED
TAILS AND CONNECTED W/APPROVED
MECHANICAL FASTENERS Le., SPLIT BOLT,
BRONZE PIPE CLAMP (W/BRONZE SCREWS).
EQUI-POTENTIAL BONDING
98 SOLID GROUND WIRE SHALL BE POSITIONED
4" TO 6" INTO SUBGRADE mATER1AL ADJAcmjT
TO POOL STRUCTURE, THIS #8 WIRE SHALL BE
BONDED TO POOL STRUCTURE REBAR IN 4
EQUALLY SPACED POINTS. THIS #8 WIRE SHALL
BE PLACED 18" TO 24" IN PROXUv= TO POOL
STRUCTURAL WALL.
LED LIGHT -
LID LIGHT DETAIL
PAD.
RECOMENDED 3" BELOW
WATER LEVEL
j /_
PIPE REDUCED TO 1'
11
/ / APED RUN TO DECK BOX
2' SCH 40 PVC
SLEEVE
\SP 10-22 WALL
ETTIINCr OR EQUAL
INSTALLED INSIDE PIPE
WATER VE
4"-6"
18"-24"
GRADEFORPAVER
OR CONCRETE DECK
ALARM/BARRIEI POA "PA 15: P&RK- lv
AUTOMATION
Ali 091g21
L
EL-SID ENGINEERING ���\`5���c e b0//x
#EB-0006831 `z
139 ISLE VERDE WAY °
PALM BEACH GARDENDS- FL 33418 No. 16668
®3 '° STATE OF ,' 1
i zz
®�/, 6 NAL
REVIEWED
CODE COMPLIANCE
ST. LUCIE COUNTY
EOCC
DRAWN BY: l SHEET 3 OF 3 1
ti
DATE: I JOB NO:
LU >.
w 47
IM k
®R 0Lu
co .1 w
"Allui
`7'
METZ
"Oft
WOW
�1= �fxdwul
...............
. . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
-UMO-air �
.................
. . . . . . . . . . ...................
....... ...
...... .....
................................