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REVIEWEU FOR
CODE COMPLIANCE
T. B CIE COIF iY
13OCC �Zd
WATERLINE TILE---p SWIMMING POOL PLJAN
6"MIN SCALE:1/8"=1'0"
GUNITE ,
2 WATER LEVEL 1811
1.
ILI 6" MIN. I t 9" 9��
18" 1s" 18° r�
UNDISTURBED OR COMPACTED �10 �� � X�I
SOIL TO 95% MODIFIED 6" MIN .OUNITE �' `` ° —O 9"V
PROCTOR 4000 PSI 3'-9" 36"
93 @12" OC/ BW FOR DEPTH TO T Q i
#3@6"OC/BW FOR DEPTH >5' �DMEN1 18ii J@2�)
r POOL SECTION 3
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) ^
TO SINGLE B/N TO BOUBLE B/N ANTI -ENTRAPMENT MD "
• � 6 MIN. GUNITE
DBN BRICK DBN BRICK SPA X- SECTION DETAIL 4000 PSI
4" CONCRETE
4" CONC 4" CONCRETE
TILE TILE--- PVC PIPE/ SER . 2g2o
TILE TI 1"- MIN FLEX PIPE
1/4"- 318" PIPE 1 "-MINIMUM
BRITE COVER STEEL COVER
6"-12"
CANTI-LEVER - MARBLE DBN BRICK PAVER DBN BRICK PAVER PVC PIPING IN GUNITE WALLS
CONCRETE ON CONCRETE OR MARBLE ON SAND W/ CONCRETE SPRAY DECK
OVER -POUR _ FOR POOLS &SPAS
WALL SECTIONS SIDNEY K VN R P.E #16668
fill
SCREEN ENCLOSURE
SWIMMING POOL PLAN FOR• �EY !0 s//
oe ENGINEERING (BY OTHERS) ' C $ FI /�
5/8" OR BETTER PLYWOOD SHEATING 1/�/1 I I 1 I T1'I I I61��(`''®�� F ��
2"X4"X S" @ T OC BRICK PAVERS Y V 14�w1 � 1 1 LL v R.G
FINISHED GRADE I ��,1 �%1 �. a No. q 16668
2' 343 RE -STEEL 12"
OONTINUOUTSEEL STATE OF ll/
.�
AllOR1�P N
SHORING DETAIL FOOTERDETAIL�j_\`0 N�
NTS FOR SCREEN ENC ENCLOSURE ��i�� �®�NAL. `x
2500 PSI CONCRETE W/VXG' # 10/10
STEEL WIRE MESH OR FIBER MESH, (11b/YD.) I
-----jjj---
00.__$L_
4" RE�S
OR RE-S I ' OR 1 #5 RE -STEEL I
CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
UNDISTURBED SOIL
(NO EXCEPTIONS
EL-SID ENGINEERING
#EB-0006831
139 ISLE' VERDE WAY
PALM BEACH GARDENDS.'FL33418
FOR:
SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL
NTS I NTS
DRAWN BY:
DATE:
SHEET 1 OF 3
JOB NO:
Hau��ac�.p
GRAIL
-------------
,,, - 2
4AWWOS I n
1,.
-P SPA
to C
POOL
P P 4.
RFN_S_
To
13- l"pleE % S < ray PIPE NG DIAGRAM NTS
SCAL
R ' - POOL SPA
_ PIPE SIZE FLOW ($/sec) PIPE SIZE FLOW (H/sec)
FLOW U CMP MD GRATES
PIPE FLOWMAIN DRAIN r 2 � °° P r tx
FILTER W/ r� lA q PRESSURE GAUGE & AIR PLEASE V SKIMMER
�r
f ALVE I u r}
WASTE RETAINED ON SITE RETURN TO POOL/SPA 2 ° <1 Q (� �I �• p41
ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD
ry°1
l� PUMP W/HAI & POOL RETURN �� FROM PUMP G FROM TEE, 1-1/2" AT INLET
LINT STRAINER
T
12"
L
3-TREAD LADDER
N.T.S.
X ANCHORS ANCHORS
12" i # 8 GROUND
UND WIRE TYP I WIRE
N � ,
HANDRAIL & STEPS
(240-SQ. IN. MIN.)
N.T.S.
i
ggam�- I
EVI EL) FUh L
R
T
ODE OMPLIANci. ® R HEATER
r , .»•• •rT
a. • a a :e a' ' , 4 • .
4" CONCRETE SLAB OR PAVERS
POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL.
POOL EQUIPMENT/ANCHOR DETAI 1.
SCALE NTS
7 EL—SID ENGINEERING
FBC R4501.6.6 139 ISLE V31 ` \4� � 'OV���Q
32"
CHANNEL DRAIN PALM BEACH G E e 3348
32 CHANNEL DRAIN = �r NO.16668°° ® EptEl
OPEN AREA= 38.79 INzFLOW RATE VERIFIED MAY 2011 TO CPSCTEST PROTOCOLv °° STATE OF ;IAPMO LISTED FLOW RATES O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR)& 212 GPM (WALL) X 0�,'�PL 0RVD. �9N
0 FOR 2.5" PLUMBING USING CENTER PORT ONLY= 200 GPM (FLOOR)& 168 GPM (WALL) /S/QNA'O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 G / S!/16GGI
I% ,zo
PIPE SCHEMATIC
SCALE NTS
2#3
WATER LEVEL
TO PUMP
6" MIN-12" MAX
HlW VAC LOCK #W400
FBC
FBC 2017 SEC 459.1.6.5.3.2
& ANSI/ASMEA112.19.8M _
SKIMMER & VAC DETAIL
SCALE NTS
ANSI / APSP 7 ICC
- PM (FLOOR) & 192 GPM (WALL)
0 "FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) DRAWN BY: SHEET 2 OF 3
MAIN DRAIN DETAIL I DATE: JOB NO:
'NOTES: ONE OF THE FOLLOWING POOL
SAFETY FEATURE OPTIONS MUST BE PROVIDED
SPECIFICATIONS:
2P60 IPOOL AUTOMA'
T TO POOL PANEL
1" PVC CLZ 1P15
FPL 24
1#8N
1##9GRD
L THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY
AN ENCLOSURE THAT MEETS THE POOL BARRIER
REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.
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 t 1
MINIMUM FLOW FOR 6 HOUR TURN OVER ''i GPM @ RPM
MINIMUM FILTER AREAS
® CARTRIDGE 11 F I2 <
❑ SAND it r2 <
❑ DE FT Z<
FILTER PUMP_
ELECTRIC RISER DIAGRAM
HOUSE PANEL
200
POOL PANEL
LITES 1P20 2p20 PUMP
2P20 AIR BLOW
2P50 ELECTRIC
HEATER
GAS HEAT
ELECTRICAL DIAGRAM
60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH
W/ 2#y &, 9#8 CU WITHIN +I 6B HP PUMP MOTOR W/ BUILT-IN
V MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/-2#- i& 1#8
CU WITHIN 1" MIN. CONDUIT
#8 SOLID CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE
B-(GFCIPROTECTED)
TIME CLOCK
WP DISCONNECT
POOL LIGHT&-� L 12 VOLT TRANSFORMER
(GFI NOT REQUIRED)
JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
2.3412 THHN CU WITHIN I" MIN. CONDUIT FOR POOL LIGHT(S).
13. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -10, MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).2014.
1. THESE ENGINEERING PLANS COMPLY WITH 6th EDITION FBC 2017. SEC R 4501/ SEC 454.11 RIO1.2.1 PRIVATE
SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSIINSPI-4-92 & NSPI
ANSI/APSP -15,7. ANSI/NSPI -3. ANSI/ASPC/ICC-4,5,6.
2. GUNITE TO ATTAIN 4000 PSI @ 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 454.2.3,2.13.2
PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING
PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1.
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2014.
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'.
8. POOL/SPA HEATER INSTALLATIONION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURJ:i
CONTROL TO LIMIT WATER TEMPERATURE TO <104°F. FBC. SEC. 454.2.14.4.
9. ALL GAS PIPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014.
10. AFTER COMPLETION, THE POOL/SPA 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 POOL/SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN 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 IN EASEMENTS, 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
UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES.
14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS
NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER.
15. WARRANTY: THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE
CONDUCTED IN A MANNER•CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED,F3Y
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER i
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
16. ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN Y FROM HOUSE:
(1) #3 RE -STEEL @ 6" OCBW- (2) GUNITE THICKNESS 6" MINIMUM.
POOL DATA & EQUIPMENT & CRITERIA:
POOL DIMENSIONS ' AREA Q PERIMETER 0
DEPTH VARIATION // ^J VOLUMF�t K 0I MO GALLONS
SPA DIMENSIONS U� r X V RAISED W/ JACUZZI JETS
�t "� LITES L- SPA
POOL/SPAPUMP N ELUF�-O I01 FILTER
PUMP 3 HP 100 GPM $° f� I TO I.j . TURNOVER RATE - HRS .
LITES i` Vola?t HEATER VACA4 7 115 BTU FM(RkC FUEL
HANDRAIL QvAbBI@R/SWIM,0ft-IN
DIAMOND BRITE/GEM COAT POARID COLOR
SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 nPTJpp' L_Qnn 20 l< it
SHEER DESCENT WATERFALL I �LI14 (�iA LIONS I-IEAD/ROSETTE
�-- POOL BOND .PATIO
LISTED
40YZ
QI INSTALL IN SKIMMER: 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.
ZQINSTALL IN A RETURN LINE:
• POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING
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
03 INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. rI rI
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER
SYSTEM VALVE BOX CAN BE USED.
WIRE RECEPTOR TAB POOL BOND CASTING
#8 SOLID COPPER
BONDING WIRE
SPLIT BOLT
1" MALE PIPE THREAD I I
EQUI-POTENTIAL BONDING GRID
NEC 680.26 (C) 2014.
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 i.e., SPLIT BOLT,
BRONZE PIPE CLAMP (WBRONZE SCREWS).
EQUI-POTENTIAL BONDING
#8 SOLID GROUND WIRE SHALL BE POSITIONED
4" TO 6" INTO SUBGRADE MATERIAL ADJACENT
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 PROXIMITY TO POOL
STRUCTURAL WALL:
PAD.
RECOMENDED 3" BELOW
WATER LEVEL
PIPE REDUCED TO V
AND RUN TO DECK BOX
LED LIGHT 2" SCH 40 PVC
SLEEVE
LED LIGHT DETAIL
SP 10-22 WALL
-FITTING- OR EQUAL
INSTALLED INSIDE PIPE
WATER]
4"-6"
18"-24"
GRADEFORPAVER
OR CONCRETE DECK
NTS
MATERIAL, i'iAMUC- Y'9�11VF W/DOD 14 K,.9.5lidED
SCREEN ENCLOSURE FENCE
ALARMBARRIER P L t'
AUTOMATION "
ALE COPY
.0 VBEi1Vtu f�t9ws SEP 12020
aODE COMPLIANCE
�'!'. LI)CIE COON YO
8.D�30GG f�( ZF)
EL-SID ENGINEERING \DKO
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418 ,` * JNo. 16668
` STATE OF 141
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111111e®�
DRAWN BY: I SHEET a OF 3 ."
DATE:
li).11"0
�10'*UTILITY EASEMENT ul I
4'X4!F.P.L
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