HomeMy WebLinkAboutSwimming Pool PlanWATERLINE
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6" MIN.
GUNTI'E
0
UNDISTURBED OR COMPACTED L
SOIL TO 95% MODIFIED 6" MIN.GUNITE
PROCTOR 4000 PSI
03 @12" OC/ BW FOR DEPTH TO 5'
#3 @ 6" OC/ BW FOR DEPTH> 5' Ate -ENTRAPMENT
MAIN DRAIN _
rPOOL SECTION - 30
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO SINGLE B/N �^ TO BOUBLE B/N �-
1 4"CONCRETE
1/4% 3/8"
- BRITE
DBN BRICK
4"CONCRETE
SWIMMING POOL PLAN
SCALE: 1/8"=1'0"
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CANTI-LEVER MARBLE DBN BRICK PAVER IM PRICK PAVER /
CONCRETE ON CONCRETE OR MARBLE ON SAND W ONCRETE SPRAY DECK
OVER -POUR
WALL SECTIONS SEW EY KO P.E #16668
SCREEN ENCLOSURE
SWIMMING POOL PLAN FOR: `,\x,,l0 Yj VNF�
5/8"ORBETTERPLYWOOD SHEATING ENORQEERBQO(BY OTHERS)
2"X4"X 8" @ 2' OC HRICK PAVERS I o � 1 '
FIMSHEDGRADE �Lr/�`, �I�R�lAVE _® i NO.16668 '*
Z' OR R 5 STEEL '•' bnl:::1 12" _ .. _ ® .®� i�
OR 145 RE -STEEL
CONTINUOUS " �'' `� STATE O
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SHORING DETAIL S//�� OFil�p%�,G�
FOOTER DETAIL O
N�_ FOR SCREEN ENCLOSURE sIlSs`��OW
2500 PSI CONCRETE W/6"X6" # 10/10
STEEL WME MESH OR FIBER MESH, (11bND.) +
0-0 0-0 0-0 0-0
0 0. —ygi-
4" 3-93 RE -STEEL �8 I f
OR 1 #5 RE -STEEL I _
CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418
FOR: 39�5 ALL WE 5E'Ply\ _'_5
UNDISTURBED SOB.
(NO EXCEPTIONS
SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL
NTS NTS DRAWN BY: SHEET 1 OF 3
DATE: I JOB NO:
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PIPE SCHEMATIC
SCALE NTS
WATER LEVEL
6" MIN-12" MAX
C VAC LOCK #W400
FB
FBC 2017 SEC 459.1.6.5.3.2
& ANSI/ASME A112.19.8M
FILTER W/
PRESSURE GAUGE & AIR RELEASE VALVE
WASTE RETAINED ON SITE
PUMP W/HAIR &
LINT STRAYER
293
6 TO PUMP
SKIMMER & VAC DETAIL
SCALE NTS
PIPING DIAGRAM
SCALE NTS
POOL
PIPE SIZE FLOW (8/sec)
FLOW THRU CMP MD GRATES n
PIPE FLOW MAIN DRAIN 2 7. f
SKIMMER U"
RETURN TO POOL/SPA 2 7�
ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD
POOL RETURN FROM PUMP FROM TEE, 1-1/2" AT INLET
T
12"
L
3-TREAD LADDER
N.T.S.
X ANCHORS ANCHORS
i
1 j # 8 GROUND`,
UND WIRE TYP I WIRE
HANDRAIL. & STEPS
(240-SQ. IN. MIN.)
N.T.S.
4" CONCRETE SLAB OR PAVERS
POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL.
POOL EQUIPMENT/ANCHOR DETAIL
SCALE NTS
ANSI / APSP 7 ICC 7 EL-SID ENGINEERING
CNIPFBCR4501.6.6 #EB-0006831 `�\ae BEY KO�N
32" CHANNEL DRAIN 139ISLE VERDE WA g\�,- C-ENS ,
r
PALM BEACH GAQW-ND '�'��33418 F �i
32 CHANNEL DRAIN e= - - 7
No. 16668
OPEN AREA= 38.79 IN2 on
FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL r '0 i CC
STATE OF ZZ
IAPM0 LISTED FLOW RATES 0 �%
O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL) / �� �'�.� ORI� P%,�GN `-%
O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) v/�s�0(VAL1�?�0\\\
0.1 FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM LO 1
w
(F OR) & 92 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:
I. 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 1
MINIMUM FLOW FOR 6 HOUR TURN OVER J GPM @
MINIMUM FILTER AREAS
® CARTRIDGE 190 F7x<
❑ SAND rr2 <
❑ DE Q �rFTz< g
FILTER PUMP ��P�' T � # 51 11��RQ V 12
ELECTRIC RISER DIAGRAM
HOUSE PANEL
200
POOL PANEL
LITES 1P20 2P20 PUMP
0 2/0 1 2P60 POOL AUTOMATION AIRBLO\
TO POOL PANEL ELECTRIC
TV PVC HEATER
LPL 29CLZ 1P 15 GAS HEA
1#8N
1# 30GRD
ELECTRICAL DIAGRAM
60AMP POOL PANEL MANUEL MOTOR STARTER SWITCH
W/ 246 & 1#8 CU WITHIN Obi 110 HP PUMP MOTOR, W/ BUILT-IN
V MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#6& I#8
CU WITHIN 1" MIN. CONDUIT
#8 SOLID 'CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE SWITCH
POOL LIGHTS) L-12. VOLT TRANSFORMER
PFI NOT REQUIRED)
JUNCTION BOX
P--(GFCI PROTECTED)
TIME CLOCK
WP DISCONNECT
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
2. 3-#12 THHN CU WITHIN V 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 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 45011 SEC 454.1/ RIO1.2.1 PRIVATE
SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSTINSPI-4-92 & NSPI -5.
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 4, .
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 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 FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014.
10. AFTER COMPLETION, THE POOUSPA MUST NEVER BE DRAINED BY THE HOMEOWNER 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 110, 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 •a._
WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND
UTILITIES AT SITE.. WATER EDGE SHALL BE IO' 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 B'I" ,
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER ,4V3;,: ,
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:
l `� l
POOL DIMENSIONS � V ' 3 V AREA PERIMETER 90
DEPTH VARIATION - VOLUME I f �w GALLONS
SPA DIMENSIONS RAISED W/ JACUZZI JETS
�^
LITES
POOL/SPAP ®MP - SUr(� FIFLoyS FILTER ?-CC rC 159
PUMP VL HP -70 GPM � � TPA TURNOVERRATE - HRS
LITES 1 HEATER dA 1 TU FUEL
HANDRAIL 9zlRwsWIM-�-IN10 Dag
DIAMOND BRITFJGEM COAT S II������ COLOR
SLIDE DIVING BOARD AUTO -VAC CLEANER INLINE CL2 (BEN -FA I R
SHEER DESCENT WATER FALL LIONS HEAD/ROSETTE
"'" POOL BOND .PATIO lob
LISTED
40YZ
40YZ
1�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,
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
(2)INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. r� r,
• 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
V MALE PIPE THREAD
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 48 AWG BARE SOLID COPPER WIRE
AROUND ENTIRE PERIMETER OF POOL AND
CONNECTED TO POOL RE -STEEL IN 4-EQUALLY
SPACED PLACES FROM 48 SOLID INSULATED
TAILS AND CONNECTED W/APPROVED
MECHANICAL FASTENERS i.e., SPLIT BOLT,
BRONZE PIPE CLAMP (WBRONZE SCREWS).
EOUI-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.
LED LIGHT -
LED LIGHT DETAIL
PAD.
RECOMENDED 3" BELOW
WATER LEVEL
MATERIAL rMA� W/DOD
SCREEN ENCLOSURE gp FENCE
ALARALARM/BARRIERPOOL Ag A0
AUTOMATION p�
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PIPE REDUCED TO 1" EL-SID ENGINEERING
AND RUN TO DECK BOX #EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418
2" SCH 40 PVC
SLEEVE
SP 10-22 WALL
FITTING- OR EQUAL
INSTALLED INSIDE PIPE
4"-6"
1811-2411
GRADEFORPAVER
OR CONCRETE DECK
NTS
�\\�'\oN�c i��i���� ,�X
No. 16668
STATE OF :ir�
�l0
DRAWN BY: v I SHEET OF 3
DATE:
JOB NO:
B