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PROCTOR 4000SI NITE
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#3 (Qa 12" OC/ BW FOR DEPTH TO 5'
#3 @ 6" OCI BW FOR DEPTH > 5` ANTI -ENTRAPMENT
�) MAW DRAIN _I
rPOOL SECTION 322
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO WGLE B/N =, TO BOUBLE BIN
4"CONCRETE
4"
BR1TE I I
CANTI-LEVER MARBLE
CONCRETE ON CONCRETE
OVER -POUR
518" OR BETTER PLYWOOD SHEATING
2"X4"X 8" @ T OC
SHORING DETAIL
NIS
P4"
SI CONCRETE W/6"X6" # 10/10
L WIRE MESH OR FIBER MESH, (Ilb/YD.)
—o o—o o—o o—o
00
3-#3 I E STEEL 8
OR 1 #5 RE -STEEL.
CONTINUOUS
DBN BRICK PAVER
OR MARBLE ON SAND
(BY O TZI R5)
BRICK PAVERS
GRADE
3-931:STEEL 1�y, 12"
OR 1 #5 RE�TBEL
CONTINUOUs .1.
FOOTER DETAIL
FOR SCREEN ENCLOSURE
(NO EXCEPTIONS �
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_.-_ -- SW--IAMINTG POOL PLAN
SCALE: 1/8"=I'0"
ALE copy
F F
SSG POOL PLAN FOR: �����:
No. 16668
' e
1219 �R9
--plEQCE FL STATE OF
IISI11
EL--SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS" FL 33418
FOR. A ft d-hLS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
SWIM IN BENCH DETAIL. SWIM OUT BM;CHDETAlL
NTS NTS
DRAWN BY:
DATE:
���
SHEET I OF 3
JOB��
d
k
VALVE
Nj
PIPE SCHEMATIC
SCALE NTS
WATERLEVEL 1
6" MIN-12" MAX
H/W VAC LOCK
FBC 2017 SEC 459.1.6.5.3.2
& ANSIIASME Al12.19-SM
CIVUD
32" CHANNEL DRAIN
ti
FILTER W/
PRESSURE GAUGE & AZZ RELEASE VALVE
WASTE RETAINED ON SITE
LRVT STRAINER
2#3
• I r— TO PUMP
SKIMMER & VAC DETAIL
SCALE Nf5
32 CHANNEL DRAIN ow — —
OPEN AREA= 38.79 II F
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 (WALL)
FOR 2" PLUMBING USING CENTER PORT ONLY =184 GPM (FLOOR) & 176 GPM (WALL)
MAIN DRAIN DETAIL
0E-
- -tit-iI Ig
PIPING DIAGRAM
SCALE I'm
POOL
. _
FLOW THRU CMP MD GRATES
PIPE FLOW MAIN DRAIN
PIPE SIZE FLOW (ftfsec)
e�
G
SIGNAER
RETURN TO POOLSPA
ASSUMPTION: POOL FLOW 671/oMD 33% SKRv94ER SPA FLOW IOW% MD
POOL RETURN 2" FROM PUMP 2" FROM TEE, 1-1/2' AT 24LET
3-TREAD LADDER
N.T.S.
:K ANCHORS // I I I ANCHORS
8 GROUND
uND WIRE
'Ye i WIRE
HANDRAIL & STEPS
(240-SQ. IN. MIN.)
N.T.S.
F
� I
L
T
O E
R
4• CONCRELE SLAB OR PAv-FR.4
POOL EQUW1%U2ff SECURED Wn- -V4- X 3W TAPCOVS OR EQUAL
POOL EQUIPNIENVANCHOR DETAIL
SCALE FS
EL -SID ENGINEERING
139 ISLE VERDE WAY \\\����o�c E �0 e���' ®®o
PALM BEACH GARD S `L 33418
kPR2 1
STATE OF %�
Ss®N141.
�11111Il� x P-En666
DRAWN BY: SHEET 7 OF 3
DATE: JOB NO-
'NDTES-, ONE OF THE FOLLOWING POOL.
SAFETY FEATURE OPTIONS MUST BE PROVIDED
SPECIFICATIONS:
1. THE POOL MUST BE ISOLATED FROM ACCES,O,TO A HOME BY
AN ENCLOSURE THAT MEETS THE POOL" BARRIER
REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE. 2070
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 Y O GPM @ ).r(X
MINIMUM FILTER AREAS
® CARTRIDGE FT2 < LOO
❑ SAND FTz <
❑ DE FT-'<
FILTER PUMP YE �3*A Wffllipu) 4 L
ELECTRIC RISER DIAGRAM
HOUSE PANEL
F200
POOL PANEL
LINES �020 2P20 PUMP
O2/0 2P60 POOL AUTOMATIO JAIR B.
TOPOOLPANEL
1" PVC CLZ 1P15 GAS
2#-�
AN
100GRD
ELECTRICAL DIAGRAM
60 AMP POOL PANEL MANUEL MOTORSTARTER SWITCH
W/ 2#$ & 4f CU WITHIN F I � i0 HP PLZ MP. MOTOR W/ BUILT-IN
1" MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 296 & 1#8
CU WTIHIN 1" MIN. CONDUIT
48 SOLID CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE
jq -(GFCI PROTECTED)
TIME CLOCK
WP DISCONNECT
POOL LIGHT�� L 12 VOLT TRANSFORMED.
(GFI 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. 3412 THHN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER
4. PROVIDE W.P.G.F.I.OUTLET 10' MIN. -20' MAX FROM WATERS EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)-20I
1, TMF ENGWERING PLANS C0MPI Y "VM th EDM0N IBC I t1, SEC R 4501/,SEC 454.1r R1011.1 PRWATE
SWASMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER A.NSI(NSP1 4-Sr2 & NSPI -5.
ANSI/APSP -15,7. ANSUNSPI ,3. ANSUASPC/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 PRRv1ER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUI-vMI, IG
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 NEC. # 680 / 2011.
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 ZD 2.D
8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE
CONTROL TO LIMIT WATER TEMPERATURE TO <1040F. FBC. SEC. 454.2.14.4.
9. ALL GAS PIPING TO FBA FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2011.
10. AFTER COMPLETION, THE POOL/SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR AINY 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 FLOiV PREVEN ER ONN
WATER SERVICE (WPB ONLY)
11.THE P0011SPA 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 AN-D 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 By
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SD49-AR CONDITIONS_ Nb OTHER
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
16. ANGLE OF REPOSE*UTERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE:
(1) #3 RE -STEEL ®"&�Oe /BW- (2) GUNITE THICKNESS 6" TMIIVIMUM-
u 'POO^L DATA & EQUIPMENT & CRITERIA: q
POOL DIMENSIONS `` L �' I AREA PERLvSETF.R I �'
DEPTH VARIATION VOLUME � gooGALLONS
SPA DIMENSIONS RAISED W/ JACUZZI JETS
l (� LITES
POOUSPAPU�viP P- `��"°' "` (/ FILTER P -CC 200
P1Jrg Issue.. HP 70 GPM e, 6S' 1014 TURNOvER RATE 3 - IRS
I P1 S L - POOL HEATED BTU-
HANDRAIL LADDER/SWIM-0UT-R-
DIAMOND BRITF/GEM COAT sT)>ftjDA9D
_�� COLOR
SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2
SHEER DESCENT WATERFALL @ 2q t1 LIONS HEAD/ROS=
�- POOL BOND PATIO N �50
LISTED
40YZ
PB IOD8
1QINSTALL IN SKIMMER
• 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.
QINSTALL 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
3QINSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUNT nFILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" EELOW WATER LEVEL. n�
• 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 -�� 14"
1" MALE PIPE THREAD
EQUI-POTENTIAL BONDING GRID
NEC 680.26 (C) 201'1
ALTERNATIVE METHOD PER
FL. SENATE BILL SR 2936
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-EQUA1LY
SPACED PLACES FROM #8 SOLID INSULATED
TAILS AND CONNECTED W/APPROVED
MECHANICAL FASTENERS i.e., SPLIT BOLT,
BRONZE PIPE CLAMP (WBRONZE SCREWS).
EEQUI-POTENTIAL BONDING
#8 SOLID GROUND WIRE SHALL BETOSITIONED
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 #8 WIRE SHALL
BE PLACED 18" TO 24" IN PROXMTY TO POOL
STRUCTURAL WALL.
PAD.
RECOMENDED 3" BELOW
WATER LEVEL .
MATE um RA KTI N P,- PAVERS W/DOD jVC "\jQtD
SCREEN ENCLOSURE f� FENCE
ALARMBARFTFR Pam- "em
AUTOMATION
. . EL-SID ENGENMERING
PIPE REDUCED TO 1'
APIDRUNTODECKBOX rEB-0006831
139 ISLE VERDE WAY
e PALM BEACH GARDENDS, FL 33418
LID LIGHT -� 1-SCH d0 PVC
SLEEVE
LED LIGHT DETAIL SP 10-22 WALL
FITTING- OR EQUAL
INSTALLED INSIDE PIPE
WATER:
4"-6"
18"-24"
GRADE FOR PAVER
OR CONCRFIE BECK
NLs
• No.16668
1 1
STATE OF i' li/
DRAWNBY: SHEET 2 OF 3
DATE:
JOB NO: