HomeMy WebLinkAboutConstruction Plans-140:4 ,»
6" MIN.
GUNITE
i
UNDISTURBED OR COMPACTED L6" MIN GUNITE —
SOIL TO 95 h MODIFIED
PROCTOR 4000 PSI
Z01O32" O6" OC/ BW FOR DEPTH= 5' ANTI -ENTRAPMENT
- �Ll I MAIN DRAIN _
POOL SECTION 1
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO SINGLE B/N =, TO BOUBLE BIN
I DBN BRICK DBN BRICK
4"CONCRETE
El 4" CONCRETE 11
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SCALE: 1/8 "=1'0"
21
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CANTI-LEVER RBLE DBN BRICK PAVER DBN PRICK PAVER
CONCRETE ON CONCRETE OR MARBLE ON SAND W/ CONCRETE SPRAY DECK
OVER -POUR
WALL SECTIONS SIDNEY K ER P"E #16668
SCREEN ENCLOSURE SWIMMING POOL PLAN FOR:
5/8" OR BETTER PLYWOOD SHEATING ENGINEERING (BY OTHERS) xNOW,/ VILUARS .
2"X4"X 8" @ T OC BRICK PAVERS \ , .1
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FINISHED GRADE % a
343 RE -STEEL 12" C 1 ° ° jr
OR 11 #TiNu�- " 'a' STATE OFCON
SHORINGDETAIL
NTS FOOTBRDETAIL
FOR SCREEN ENCLOSURE ONW�
250D PSI CONCRETE W/6"X6" # 10/10
STEEL WIRE MESH OR FIBER MESH, (11b/YD.) {
'--j-
00
4" OR
OR 1 #5 RE -STEEL
CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
L
(NO EXCEPTIONS ...
EL-SID ENGINEERING
#EB-000683I
.139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418
FOR:
SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL
NTS NTS DRAWN BY: SHEET 1 OF 3
DATE: JOB NO:
ct
VALVE,
If
ov
PIPE. SCHEMATIC
SCALE NTS
PIPING DIAGRAM
SCALE NTS
TER POOL
PIPE SIZE FLOW (it/sec)
FLOW THRU CMP MD GRATES i o
FILTER Wp/ PIPE FLOW MAINDRAIN�1 ,7.1
PRESSURE G G 11 3. b
AUGE & AIR RELEASE VALVE 'SKIMMER u
WASTE RETAINED ON SITE RETURN TO POOL/SPA 2 / <l'o
ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD
u a
L PUMP WaiAIR & POOL RETURN FROM PUMP FROM TEE, 1-1/2" AT INLET
LINT STRAINER
2#3
WATER LEVEL
•� TO PUMP
6" MIN-12" MAX .
C VAC LOCK #W400
FB
FBC 2017 SEC 459.1.6.5.3.2
& ANSI/,ASME Arl.2.19.8M
SKIMMER & VAC DETAIL
SCALE NTS
ANSI / APSP 7 ICC 7
FBC R 4501.6.6
32" CHANNEL DRAIN
32 CHANNEL DRAIN
OPEN AREA-7 38.79 IN'
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)
HJ FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL)
MAIN DRAIN DET.
12"
3-TREAD LADDER
N.T.S.
X ANCHORS
DECK
ANCHORS'.
12" 8 GROUND
UND WIRE TY WIRE�
HANDRAIL & STEPS
(240-SQ. IN. MIN.)
N.T.S.
F
I
T
E HEATER
,at I... I eQ .•I i 'I. � ,�
4"CONCRETE SLAB OR PAVERS
POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL.
POOL EQUIPMENT/ANCHOR DETAIL
SCALE NTS
EL-SID ENGINEERING
#EB-0006831 If KAV/yF
139ISLE VERDE WA
PALM BEACH GAR12E%1DS,'� 33418 i
�Io.16668 = 21 �
*—
= * i ,
STATE OF
/a®// I®NA ��\`e\\ SIDNE COVNER P.E 916668
DRAWN BY:,
DATE:
IN
SHEET 2 OF 3
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
MINIMUM FLOW FOR 6 HOUR TURNOVER GPM @ Ir)a
MINIMUM FILTER AR/ JE1AS
CR CARTRIDGE �` FTZ <
❑ SAND I T- <
❑ DE FT2<
FILTER PUMP- 9��I QR SOPERF[ avs- a... T1
ELECTRIC RISER DIAGRAM
1. THESE ENGINEERING PLANS COMPLY WITH 6th EDITION FBC 2017. SEC R 4501/ SEC 454.1/ R101.2.1 ATE
SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI/NSPI NSPI.-5.
ANSUAPSP -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."
PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMB G
PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.1-2.1. G
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. MsE.3
7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUS S ETY
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 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)
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 11% DRAINAGE POOL/PATIO TO GRASS (PBC).
HOUSEPANEL 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 OVERHEAD ELECTRIC LINES. "
LITES lIP20 2P20IPUMP
POOL AUTOMATION IAIR BLOW
TO POOL PANM 2P50 ELECTRIC
V PVC HEATER
2#G CL2 IP15 GAS HEAT
1#8N
1 #BAGRD
ELECTRICAL DIAGRAM
60 AMP POOL PANEL
W/ 24 & 9#8 CU WITHIN +1 �
V MIN. ELECTRICAL CONDUI'
#8 SOLID•CU GROUND
WIRE TO EXISTING PANEL
S.P.S.T. TOGGLE
MANUEL MOTOR STARTER SWITCH
HP PUMP MOTOR W/ BUILT-IN
OVERLOAD SWITCH W/- 21I6& 1#8
CU WITHIN 1" MIN. CONDUIT
lq�(GFCI PROTECTED)
TIME CLOCK
WP DISCONNECT
POOL LIGHTS•-� 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. 3-912 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(B)-2014.
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 % 1
CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER
WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
16. ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE:
(1) #3 RE -STEEL @.6" OC/BW- (2) GUNITE THICKNESS 6"'MINIMUM.
POOL DATA & EQUIPMENT & CRITERIA:
POOL DIMENSIONS ILAREA AREA PERIMETER u r
DEPTH VARIATION `) VOLUME 9I600 GALLONS
SPA DIMENSIONS RAISED W/ JACUZZI JETS
Q LITES (�
POOL/SPA PUMP r - MEMO yS FILTER e _ CC 1 ' 0
PUMP I l_ HP �0 GPM � ��1 �G� TURNOVERRATE �` FIRS
LITES I- POO L HEATER ACAL S(a lW 5 BTU ELM(; FUEL
HANDRAIL BADDEnR//SSWIM-075T_IN At, me
DIAMOND BRITE/GEM COAT S�Z�'�Id l J 1p1 COLOR
SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 . µtV�� PILOT i
SHEER DESCENT WATER FALL LIONS HEAD/ROSETTE
,PATIO 60®V MATERIAi. CoucRE w/DOD I11CCi1QE0
SCREEN ENCLOSURE FENCE
QI INSTALL EV 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.
Q NSTALL 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
QINSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. n 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 ---------
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 #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 (W/BRONZE 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
ALARM/BARRIER pt�c��. 0 add Ar A S �
AUTOMATION
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
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STATE OF
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SST MICHAEL J.
WEATHERINGTON
Gr/c�L'Gf .SLT'7%CI
I PROFESSIONAL LAND SURVEYOR
� � ! 5721 B R.[ARGATE LANE
' FORT PIERCE, FLORIDA 34981
2E000.gTO �*GCG: s' SEPT/c s/oz✓w VOICE (561) 461-8084
S!/ST`Et/l°r/iDGY-"O Fp,PMBOA.P05
,ec�dcg�i�D wczC E iio/Ir r1 v� MOB[LE-529-6777
REVISION DATE BY FAX (561) 4.65-2186
DATE IN FIELD: ///z/ /0,/
FIELD BOOK PAGE:
JOB No. el- 107
NOT VALID UNLESS SEALED
WITH AN EMBOSSED SEAL.
MICHA : WEATHERINGTON
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA CERTIFICATE NO.5564