HomeMy WebLinkAboutPlot PlansEL-SID ENGINEERING,
PROFESSIONAL CIVIL ENGINEERS
ENGINEERING & CONSTRUCTION MGT.
SIDNEY KOVNER, P.E.
"No Job Too Small"
(561) 3864385
(561) 352-5086
(561) 622-6820 Fax
139 Isle Verde Way
elsideng(a comcastnet Palm Beach Gardens, PI, 33418
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CODE COMPLIANC
ST. LUCIE C T�
030CC 1��I2o7�
.91
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IZZi liprk
of repose criteria for .5t. Lucie County only, for pool 5' from house
1) #3 re -steel '@ 6" OC/BW, and 2)'gunite Thickness.- 6" min
WATER LINE�-
UNDISTURBED OR COMPACTED
SOIL M.P0 PROCTOR
$TgNOARD 6U MIN.
.O500 P51
POOL SECTION
4"
4' CONCRETE
1/4"-3/B"
.BRITE
#3 0 10 O.C/BW FOR DEPTH TO jr.
S3 0 W O.C/BW FOR DEPTH jr- B'
— 251 T
L DBN BRICK
CANTI—LEVER .L19R8 _
CONCRETE w
OVER —POUR s WALL SE
5/8" OR BETTER PLYWOOD
SHEATHING 2"x 4"x 8' 0 2' O.C.
2-------
SHORING - DETAIL
R
N.T.S.
�u
DRAIN
BRICK 014511M.
u,_-.
SAN.�4oNcREE.
i5Ray_DcK
SCREEN ENCI.OAIRE
ENOINEEWNO (BY OTHERS)
_ iMUM PAVERS
1-0 REBAR CONT. � li' %SVU P51 COM96M ,
2500 PSI CONCRETE W/6"x 6" Cf3-t'3
# 10/10 STEEL WE MESH OR
FIBER MESH, (11b/':YD.') I�1,•
o O—o o� .O—O #3 REBAR U.STNUBED'SOIL
00 i
m /T nam \ Po
FOOTER.. DETAIL I - 4 1� 012'W/6w( P N ROAR T(T ERV1v
o 1ax/Ew (Tv.) xo'armon\
,
SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL
NTS NTS
HovSr w 00 m 0 0 v a
0® >071
idi
SWIMMING POOL PLAN
SCALE:
I
WATER LEVEL
5" MIN.
6„
j 36„
18„
ANTI-rh9MI
PIPE PVC PIPE/
COVER FLEX PIP
1'-MINIMUM
STEEL
COVER
5"-10"MIN.
% PVC PIPING IN GUNITE/
16T--r III ' ;
S3 0 12' -
O.C./BW
MD.�
6" MIN.
SHOTCRETE WALLS / SID KOV , P.E. #16668
FOR POOLS &/OR SPAS
I
S WIMMI NG
P\QA\,
PLAN FOR
jj\ME5 $ CARLA LAN ! l^ No. 16668
ay rcAV ST
STATE OF ; 4l z
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EL-SID ENGINEERING
#EB-0006831
139ISLE VERDE. WAY
PALMBEACHGARDENS, FL 33418
a� Y.LLVE
1F' FlLIFA p�Y,
4 w
. PUFIP A IWB R
lMI S�NFR
PIPING SCHEMATIC ms
--I M
r m
me
c0
030 m
® m ® :E
0 m
00 1�7
0 .r
c0
� 69'
TO 2- LED 896BLEaq
POOL
PIPE SIZE FLOW(ft/sec)
:.
FLOW THRU 6M P MD GRATES
PIPE , - -
PIPEFLOW SMAIN KIMMER
IN — ZL+ 7.1 6
RETURN TO POOL/SPA__ .Z".._ .. _. %I OO. .
ASSUMPTIONS: POOLFLOW 67%MD 33%SKIMMER SPA FLOW 100%MD
POOL RETURN �� FROM PUMP, V. FROM TEE, )I-" AF IRWT
�-. .-...... ... _ ...
PIPING DIAGRAM I
:TTO PUMPII ,
3—TREAD LADDER
N.T.S.
HANDRAIL &
STEPS (240—SQ.IN. MIN)
N.T.S.
2"OuPW .-
Po Pool
I{''c.O.N.r-rF.__MAG.or_PAVERS
Jt 3 FaUJj() )Eg1T 5F"F0
w� I /d x._/8 7_F1Q(ANS qr emuly
H/W VAG LACK pW40
FBc zolyyppMC 4gq.41-S3.-L,� ----j- -
& ANSI/I(SME A112.19.BM ...�.�
SKIMMER & VAC DETAIL �- AfJSI
�..aB..� I F6c
3Z GriANNELDR41fNS
GiegtTOftleWCOOStillCiroII O�YelT70deIt + � �
1 s h t Y
r, •open Area=38.791n'
-FlowRate Verified May2011 to CPSC Test Protocol
•lAPMO Listed Flow Rates:
•Forz.5"plumbing usfng two outerports=
308GPM (Floor) & 212GPM'(Wall)
For 2.5" plumbing using cen teY port only=
2000PM (Plo, r) &"168GPM (Wall)
-For 211 pluniblriy using two outer ports
2& =
68GPM (Floor) 192GPM (Wolf)
�:21_•For2"plumbing using centerport only=
No.16668
1 .0 ', STATE OF ; 'U Z
i P
'j' XN • �COR\OP' (�� ID KOVN
�x'//SSIONAL ?��\\
EUVID 1YR�I KG
#EB-0006831
139ISLE VERDE WAY
PALM BEACH GARDENS, FL 33418
For
DRAWNBY.• SHEET2 OF
JOB NO:
E
#16668
Ina GPM (F/., AR 176GPM (Wnlll
NOTES ME OF -TN IOWIN- PCOL SAFrrV :
FEATURE OPTLMS MUST HE PROVIDED:
I. THE POOL MUST BE:ISCLATTD FROM ACCESS TO A
HOME BY AN ENCLOSURE THAT MEETS THE POOL
BARRIER REQUIREMENTS OF4M17 OF THE FLORIDA
BUILDING CODE -I
2 THE POOL MUST BE'EQUIPPED WITH AN APPROVED
SAFETY POOL COVER.
A 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 A AT 10
FEET OR;
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE
HOME TO THE POOUMUST'BE EQUIPPED TWTH A SELF-
CLOSINO, SELF -LATCHING DEVICE WITH A RELEASE
MECHANISM PLACED NO LOWER THAN 54 INCHES
ABOVE THE FLOOR '
Mw�t9M FLow.
.1VRNOVER T5 GPM p (W RPM1
MINIMU
l R'RTRI DraE E b R EAR
D- SAND FT�� I
O ,
WIVE
ELECTRIC R15ER 01A.
14DOSE PARL
it I
70
-�
FPL
D
,? SP CIFIATIONS:
����N p{LYat, . CtION R10'J 2.1
I. THESE ENGDTEBAING PLA�S C01v67 W�1 t �P-BC 26 7 CC 4yt' .8 PRIVATE SWIMMING POOL
FBC 201'-SEC.1trj01, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSUNSPI -4-92 & NSPI -5.
101.2.1 ANS1/AP.SP-1.5n7
2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN 3560 PSI ® 28 DAYS., ....., ..
An"J I/ASVC/ ICC - %5,6
3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACT STANDARDS. "
4. PIPING & PLUMBING TO BE SCH, 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 4.%2.3, 2.13.2'�
PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21
WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 450,2.12.1.
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / 08 GROUND WIRE TO NEC. # 680-AG141
6. SOILSTATEMEMENT. SWIMMING POOL/SPA/ PATIO- $Zft QW% Pft5S18jW_ y,wu� -,�}Q0
7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. '
HOUSE SAFETY BARRIERTO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (BY 410 y .
8. POOL / SPA HEATER INSTALLAT ION TO PBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO
LIMIT WATER TEMPERATURE TO -5104 OF. FBC. SEC. 4$A.2.14.4. ----
9.. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTIRCAL TO NEC. It 680.1201 it -
10. AFTER COMPLETION, THE .POOL /.SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT -SO- -
EVER A LICENSED POOL.CONTRACrOR MUST BE CONSULTED TO ACCOMPLISH THIS. HYDRO STATIC RELIEF VALVE IS
USED AT ENGINEER'S DISCRETION ONLY. BACK FLAW PRFV13NTPR ON WATER SERVICE (WPB ONLY
11. THE POOL / SPA -EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMNINATE STRAIN ON PIPING.
12. TYPE'O' POOL WALLS VERTICAL WITHIN IT a, 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 UTTLTTIPS AT SITE. WATER EDGE SHALL BB TO' MIN. (HORIZONTAL)
FROM OVER HEAD ELECTRIC LINES. s
14. THIS ENGINEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID ENGINEERING AND IS NON -TRANSFERRABLE TO
ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER
15. WARRANTY: THIS ENGINEER WARRENTS 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 SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
POOLDATA& EQUIPMENT & CRITERIA:
POOLDEVIENSIONS I U 17 29 1 AREA 300t". PERIMETER 70/
DEPTH VARIATION !1 S. VOLUME 9 GALLONS
SPADIMENSIONS RAISED W / JACUZZI JETS
1°PVC !
2�4 1►des pig 2p Pump
¢g GR� Cl� 1p.15_ J O
PUMP__1_i_BP IV GPM Q. With TTURNOVER RATE '2- FIRS.
Ln ES t LED - P001- WATTS HEATER BTU FUEL
HANDRAIL bw"/swim -pNgtIN lur-L"Eu
DIAMONDBRITB/GEM COAT 3TANDARV) COLOR
SLIDE DIVINQ BOARD AUTO -VAC CLEANER iNLiNEcL2ft0TftIQ
SHEAR DESCENT WATERFALL LIONS HEAD / ROSETTE
PATIO r�Qn'k - MATERIAL PAYERS W/DOD_ Q90FD
_ C�fell
�..-.I
Moro
3
0.
Is
EQUIPOTENTIAL BONDING GRID
NEC 680.26 (c) 20.111
0 -0 ®
Q r_ on
ICI
Alternative Method
C
per
FL Senate Bill SR 2836
0
. ' Executive Order 2007-187 signed June 19, 2007
�
F@C Iof.2.lj
M
! p
Single #8 AWG bare solid copper wire
around entire perimeter of pool andconfuted
to pool re -steel in 4-equally
r
spaced places from #8 solid m'sulatedtails and connected w/approvedjmechanical
fasteners i.e., split bolt, rade
bronze pipe clamp (w/bronze screws) I or concrete deck
--�
A
EQUIPOTENTIAL BONDING
`
!' #8 solid ground wire shall be positioned 4" to 6"
Into subgrade material of decking adjacent to
' Pool structure.1 This #8 wire shall be bonded to
LEDudw.
Pool structure rebar in 4 equally spaced points
Where decking exist. This 98 wire shall be placed
'
18" to 24" in proximity to pool structural wall.
- - Isguy - 1-15mLe
AVPO�TRT104
a.IBM 40 PVC
BLEAVE
SP 10-53 WALL
FMITIG-OR EQUAL
INUALLEDINSID9FIFE
ELECTRICAL DIAGRAM
GD AMP POOL PANEL W/
2947.* $ ' CU WTTm MANUAL MOTOR STARTER SWITCH
11, MIN. ELEC. CONDUIT
HP PUMP MOTOR w/BUILT-IN
OVERLOAD SWITCH W/ 3 - 012 THEN
q8 HOLID CU GROUND WILE CU WITHIN 161" MIN. CONDUIT
TO HIGST. PANEL .CT (GFCI PROTEL-12DT
TiS.P.S.T.
y IME CLOCK
'
TOGGLE
SWITCH W.P,DISCONNECT
12 VOLT TRANSFORMER
POOL LIGHTS
(GFI NOT REQUIRED) JUNCTION Box
2.
ALL HLECTRICALTOCOMPLY 111MUM111NATIONALELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERITY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2.
3412 TIM CU WITHIN 112" MIN, CONDUIT FOR POOL LIGHT(S),
3.
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ 08 SOLID, RARE COPPER.
4.
PROVIDE W.P.G.F.L OUTLET WNW, - 20' MAR. FROM WATER'S EDGE,
5.
ALL POOL PUMPS TO HE GFCI PROTECTED PAR NEC 680.22(B).`2p1 _-
0 Install in Skimmer.
• Uelnoproper¢IzedplaFllcbushlnaa,PoPlBand ribs lnsl¢Ilad
In one or the threaded skhnmer outlet pods. Bee •Assembly Preoedme•
for proper tlahtenln0 or Peslasnd.
44
0 Install In a return line:
Is PoOlDond oan be Installed In the fillrallon return line adjacent to Inlet tlfinD.
Avoid Installations that could trap
air.
• If ¢tees Isrequlad arvicepasa sprinkle
slalamvelvebox ran baUsedarsccoa.s.r^ t svI
Do Nq YWsll asdloAn �
Tlepped ebxD pmedptpelmnEad Wdhwaler
QInstall on suction side adjacent to equipment.pad: 17-
• Install on BUGIIOR aide pkin;Wa0 al least W tPOIDw water level.
• It eoteas Is required for saMco purposes, a apdnkler system valve
box oan be used, tmeA• N.s
- - a.lo"vAulLnd
/ 1 BE solid
cokD A
split Bolt
L ' �\\\\IIIII//////
No.16668
STATE OF ' U Z
i O P• "!,u
/;A&:c�ORID`aG\���\� SID
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY `
PALM BEACH GARDENS, FL 33418
For
PoalBend Cntln
I Inoh Meta Pips Thread
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2019
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#1666E
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