HomeMy WebLinkAboutSwimming pool PlanWATER LINE
6" MIN.
GUNITE
0
UNDISTURBED OR COMPACTED L
SOIL TO 95% MODIFIED 6"MIN.GUNITE
PROCTOR 4000 PSI
#3 @12" OC/ BW FOR DEPTH TO 5'
#3 @ 6" OC/ BW FOR DEPTH> 5' AN11ENTRAPMENT
1 ( MAIN DRAIN
r POOL SECTION
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO SINGLE B/N TO BOUBLE DIN
DBN BRICK DEN BRICK
4" CONCRETE
4" CONC 4" CONCRETE
741tww",
CANTI-LEVER
CONCRETE
OVER -POUR
MARBLE 4'DBN BRICK PAVER
ON CONCRETE ORMARBLEONSAND
WALL SECTIONS
518" OR BETTER PLYWOOD SHEATING
2'X4"X 8" @ 2'OCFINISHED
GRADE
2'
3-#3 RE -STEEL
OR 1 #5 RE -STEEL
CONTINUOUS
SHORING DETAIL
NTS
Z500 PSI CONCRETE W/VXV # 10/10
STEEL WIRE MESH OR FIBER MESH, (11b/YD.)
0� 0-0 0-0 0-0 4° OR RERRST OR 1 #5 RESTEEL'CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
FOOTER DETAIL
FOR SCREEN ENCLOSURE
SWIMMING POOL PLAN,
SCALE: 1/8"=1'0"
n
WATER LEVEL
6" MIN. 990
18' 18' 11 11 9 41
n
3'-9" 77 36"
1 1 18fl
ANTI -ENTRAPMENT MD -
SPA X- SECTION DETAIL
1"-1-1/2"-2"
PVC PIPE/
V- MIN FLEX PIPE
PIPE 1 "-MINIMUM
COVER STEEL COVER
4�W'-12-'
PVC PIPING IN GUNITE WALLS
FOR POOLS & SPAS
#3 @ �B)
2'
o.c. / w
��
6" MIN. GUNITE
4000 PSI
Ir I of
871 20
MY K NER P.E #16668
)SURE SWMMNGPOOL
PLAN FOR
:
POI ►lF*SAL 4 �AVRWnJAL C-AAR 14
3RICK AVERS Pr P I ERCE, IFT _ * No _
IF
STATE OF
lt`COR�O@'��C9 `\\
(NO EXCEPTIONS W
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS. FL 33418
FOR: (J RE po*s
L
SWIM IN BENCH DETAB. SWIM OUT BENCH DETAIL
NTS NIS
DRAWN BY:
DATE:
SHEET I OF 3
JOB NO:
i
Fr
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RE -TURN
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PIPING DIAGRANf
SCALE
VALVE
NEATER POOL SPA ,
FLOW THRU CMP MD GRATES
PIPE SIZE FLOW (ft/sec) PIPE SIZE FLOW (ft/sec)
. �2 �t ��,� �� � � v �n�
FILTER W/ PIPE FLOW MAIN DRAIN
PRESSURE GAUGE &
AIR RELEASE V SKIMMER � . �3
0 2
WASTE RETAINED ON SITE RETURN TO POOL/SPA Z1t�
ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD r
LINT ST FAIR `t POOL RETURNS FROM PUMP FROM TEE, 1-1/2" AT INLET
RAWER
DECK ANCHORS DECK
ORS.
ti
4#�1 3
T61i I 2" i # 8 GROUND , <:
8 GROUND WII2E TYP• WIRE ....,�;r':.:,�,
1
ti #
a /
_ r �y ----------- '
3—TREAD LADDER HANDRAIL & STEPS
�R240—SQ. IN. MIN.)
PIPE SCHEMATIC r�'� ti N.T.S.NTSN.T.S.
Q' G
SCALE NTS�i Ar
F
WATER LEVEL .BODE C® PLIANCE T
7�TO PUbfP ST. LU C' I COUNT ® E HEATER
6" MIN-12°MAX �. R
H/W VAC LOCK#W400 +
FBC 2017 SEC 459.1.6.5.3.2 a' ! +, •' d ' ,
& ANSUASMEA112.19.8M 4" CONCRETE SLAB OR PAVERS
POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL.
SKIMMER & VAC DETAIL POOL EQUIPMENT/ANCHOR DET �'��"�
SCALE NTS
SCALE :Nil'$.„
ANSI / APSP 7ICC 7 EL-SID ENGINEERING
11 FECR45o1.6.6 139ISLE VERDE WAY\�\\jo�,Y KOVN�/
32 CHANNEL DRAIN
PALM BEACH G ,KyAfAstF'`� �i� (� T�
32 CHANNEL DRAIN ( ,` OCT ZU
® N0. 16668 (n�( T W
OPEN AREA:-- 38.79 IN' fr e
FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL s i +
,zz
IAPMO LISTED FLOW RATES i �, STATE OF
,,
O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL) ��� '.;�(0 RI®; �9a�.�®
O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) /S��%®NAB-®\�N� SIDNEY O I ER, RE #IG6G8
O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL)
O "FOR 2" PLUMBING USING CENTER,PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) DRAWN BY: SHEET 2 OF 3
MAIN DRAIN DETAIL DATE: JOB NO:
NOTES: ONE OF THE FOLLOWING. POOL
'r
SPECIFICATIONS:
SAFETY FEATURE OPTIONS MUST BE PROVIDED
1. THE POOL MUST BE ISOLATED FROM ACCESS A HOME BY
1. THESE ENGINEERING PLANS COMPLY WITH 6th EDITION FBC 2017. SEC R 4501/ SEC 454.1/ RIO1.2.1 PRIVATE
ENCLOSURE THAT MEETS THE POOL BARRIERR
REQUIREMENTS
QUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.
SWIMMING POOLS, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI/NSPI-4-92 & NSPI -5.
ANSUAPSP -15,7. ANSI/NSPI -3. ANSI/ASPC/ICC 4,5,6.
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY
2. GUNITE TO ATTAIN 4000 PSI @ 28 DAYS, s
POOL COVER.
3. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM
3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS.
THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 454.2.3,2.13.2
ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF
,
PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING
85DB AT 10 FEET.
PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1.
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2014.
THE POOL MUST BE EQUIPPED WITH ASELF-CLOSING,
6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM.
SELF -LATCHING DEVICE WITH A RELEASE MECHANISM PLACED
NO LOWER THAN 54 INCHES ABOVE THE FLOOR.
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.
"APSP-15
MINIMUM FLOWYOR 6 HOUR TURN OVER GPM �
8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE
jo @ emu!' RPM
MINIMUM FILTER AREAS
CONTROL TO LIMIT WATER TEMPERATURE TO <104°F. FBC. SEC. 454.2.14.4.
CARTRIDGE too FT= <
9. ALL GAS PIPING TO FBC, FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014.
❑ SAND F'I Z <
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.
❑ DE FT2<
HYDRO -STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON
��. FILTER PUMP_ p� ` �� p-�� E
�'-" Y � W
WATER SERVICE (WPB ONLY)
1 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 111, DRAINAGE POOL/PATIO TO GRASS (PBC).
ELECTRIC RISER DIAGRAM
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 LINES.
LITES 1P20 2P20 PUMP
ONON-TRANSFERRABLE
14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS
TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER.
2/0 2P60 POOL AUTOMATIO 2P20 AIR BLOWER
2P50 ELECTRIC
15. WARRANTY:'THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE
TO POOL PANEL
T1" HEATER
CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY
PVC
CLz 1P15 GAS HEATER
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER
FPL 2#-
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
1,#y�8N
1N7� 7-�
OGRD
16. ANGLE OF�REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: k;
(1) #3 RE -STEEL @ 6" OC/BW- (2) GUNITE THICKNESS 6" MINIMUM.
Ft
i
ELECTRICAL DIAGRAM
60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH
9 HP PUMP MOTOR W/BUILT-IN
V MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#6j& 1#8
CU WITHIN V MIN. CONDUIT
W/ 2#6 &.1#8 CU WITHIN V�1
48 SOLID CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE
POOL LIGHTS--- �-12 VOLT TRANSFORMER
(GFI NOT REQUIRED} -
JUNCTION BOX_/
jt4- (GFCI PROTECTED)
TIME CLOCK
WP DISCONNECT
I. ALL ELECTRICAL TO COMPLY WITH 2O14 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 WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(13)-2014.
POOL DATA & EQUIPMENT & CRITERIA:
is
I d
POOL DIMENSIONS 50 iAREA ® ERIMETER OV
DEPTH VARIATION �3_ VOLUME R 5 GALLONS
SPA DIMENSIONS ?. F VIA,RAISED 1121 W/ JACUZZI JETS
1 I LITES A' I - SP
POOL/SPA PUMP P- WTEWFLo 42 -y FILTER Cc' zoo
PUMP 3 HP GPM 9S! IPI� Y�T-URNOVERRATE HRS
LITES 9- Not HEATER A'MMAL M y� BTU �+IC FUEL
HANDRAIL S.
L�8E)RR/ WIM CfW-_iN 8EVc14
DIAMOND BRITE/GEM COAT COLOR
SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 PETIT AIR 20K
SHEER DESCENT WATER FALL LIONS HEAD/ROSETTE
POOL BOND -PATIO 13
40YZ LISTED
QINSTALL 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
3QINSTALI ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD:
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. PUMPr-I FILTER
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER
SYSTEM VALVE BOX CAN BE USED.
WIRE RECEPTOR TAB POOL BOND CASTING
48 SOLID COPPER
BONDING WIRE
SPLIT BOLT
1" 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 #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:
LED LIGHT -
LED LIGHT DETAIL
PAD.
RECOMENDED 3" BELOW
WATER LEVEL
MATERIAL i 6�. pll �D C� � �I W/DOD WMED
SCREEN ENCLOSURE FENCE
ALARMBARRIER�
AUTOMATION
PIPE REDUCED TO I• 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
REVIE EU I� Um
WATERL VEL �{
CODE COMPLIANCE
4"-6" T. LUCIE COUNT
18"-24" 1.
�rl
GRADEFORPAVER
OR CONCRETE DECK FDATERAWNBY:,N S :
*CT'ri
SID KOVNER, P.E;016668
NN
No.16668 _
STATE OF ;cc`'
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FRl_ G
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1111
SHEET a OF 3 •
JOB NO:
3a
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EI-Slb ENGINEERING, INC.
PRO#iS,91ONAL CIVIL ENGINEERS'
ENGINEERING & CONSTRUCTION MGT.
SIDDNEY KOVNER, P.E.
"No Job Too Small"
(56.1)386-4385
(561)352-508.6
(561) 622-6820 Fax
139 We Verde *ay
elsideng@comcasLnet i Palm Beach GirdeDs, FL 33419
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