HomeMy WebLinkAboutConstruction PlansWATER LINE _
TILE SWIMMING POOL PLAN
I lyr SCALE: 1/8"=1'-0"
1 �15TING MINIMUM
I� poop .
UNDISTURBED ON COMPACTED
SOIL TO¢ PROCTOR
$IgNDAKD GUN MIN..
IfE/SHOfCREIE WATER LEVEL
78"
W0'-B" CONCRETE .#3 O 12' O.C/BW FOR DEPTH TO B' j,)gIN A?M-'6WV�MWT .. 1
POOL SECTIONPSI 03ae"o.G/BWFDRD�T1(s-B' _
11,, I$ 5' MIN.I$
..._._. _ ... - "17 f I 18I„ i 6„
I 36„
• DBN BRICK 0871_BQICI( iii y3 O 12'
4' CONCRETE ==18" O.C./BW
4"
CONCRETE
ffl-/1I=If12
f�l,Ta 4" CONCR 3'4-1M1'
71LE 19lN/fl TILE TI ?Jrlofll LE
uhpl I ANTI-BNTdAPM� MO
6' M.Y.
>.` MIT-- i PIPE IN. PVC PIPE/ SPA x-SECTION DA�Q
9o�X�
COVER FLEX PIPE —N.T.S.0 9
1 ^ STEEL M CANTI—LEVER MAU ' _ DBN BRICK _M BRICKr.DVER
CONCRETE tJ(P VEgk lu SAND `N �MCRM 5"-10"MIN.
ovER—PouR WALL SECTIONS I SPAY DECKPVC PIPING IN GUNRE/SHOTCRETE WALLS PP.E. #16668
FOR POOLS &/OR SPAS
5/6" OR BETTER PLYWOOD
s EATHINc z'x a"x e' 02' D.C. -
SCREEN FN0.0511RE S W I MMI
ENCINEFRIND (BY OTHERS)
2� PLAN,
BRICK PAVERS v `� 0.16668
SHORING DETAIL FMIN GRME ��D/A 00 _
r+
N.T.S. SNaSN� O STATE OF �\
1 NEBAR CCNT 8'X 85k 1B' U-BLOCK
^i: _ DR PREaAST uNm Rum saro i O ' 2
2500 PSI CONCRETE W/6'x 6" NTH CONCRETE 7000 P9 O 2B DAYS FT _PIERCE , FL
# 10/10 STEEL WIRE MESH OR //S/ONAI.
1 FIBER MESH, (lib/"YDa :.'.l':::.°F
07� o- O—o 8n UNDISTRUBED' SOIL
3-#3 REBAR
4 J EL-SID ENGINEERING
8" ) m s #EB-0006831
139ISLE VERDE WAY
ROM
FOOTER.. DETAIL i urO �—3 4
- cFl D,1• �Ar f Pa PALMBEACH GARDENS, FL
N Rom oT Equ1v I �. For AMORE Pooi,5
MAW/B
° Ir W (.YP.) ,NmST,X"FD adL
,NO EXEr➢no"s) F
DRAWNBE SHEET I OF
-- qA IN BENCH DETAIL SWIM Gl)j BENCH DETAIL' ,
_ JOB NO:
it-12-�
At=-+
1A I hII
5CAME_Z_
ml
SntL TO 95 7o P.Nat Rp FRziORLL=
E AV A UIF R o/F N O W'S @ V-5PAC.I0G..
MAY 0 No. 16668
*;
STATE OF %�
�COR10P�0�N\
A s ONA;\�����
5 I D N E-y Ko l
pE�- tbbe8
EL-SID ENGINEERING
#EB-0006831
139 ISLE YERDE WAY
PALM BEACH GARDENS, FL 33418
For
DRAWNBY: SHEET I OF
JOB NO.-
RE-_STEEL.A� _9" QC-- LoMGl Tut) W A L
+ � 5_(�E- STEAL-_ � ►_2"-O;__TR�}NSVERSC
Lower o-IjiAL---MIDGE �C-SECitON
�5_E�_STF_-�L _DETA�IS_: Q_SiEEI.itJ�ASEr_t_�?To__�"-i2_�_111_ l'°_�VC_f�.fPE ��(cRP E_M��pg�F�t _ Ic�15�o-Sol1._
--__—_—� �5 RE-S�'�F1 _2..5`_LF�C�TH__TU_OVERL4,`C FJJTIR� S�A_IJ^-CQU�VAREtJT_Lo�`�5
12' oC. _TP, -SV ERSE
1-1t y 1oaa8
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENS, FL 33418
For
I
r,
SCIaLE y u = 1'-O°
_ 6Rmir--SECTTt00 — T,)P
bRID E_ SECTIQH-=-s QC_ _-___---
5505_ ME E�utVALi--
SSRIO
RE-STFF�
SECI QN w�Tf
r SALTE_ _ i"_ ►'
o
.0
�� w
L
0k) tp
ge'l IKOV
N
1 � Ca\O �,p
MAY No. 16668
r
STATE OF •�
S l DW Ey Koltvg,
F,EL-SID ENGINEERING
-0006831
ISLE YERDE WAY
MBEACH GARDENS, FL 334I8
For
DRAWNBY.• f SHEET I OF , .
LaEELASE_JbV,- iO A' SPA MO _
2i` (',EIURUTT _SPA -
�
3" BEiUf31J TO (iRID�E.O(�
S�'RUC�U�p� �1���—�C�-SECTION
STI=PPJOG
"TF+
u
A 3"_Rtm TO _ DRIDGE (BofH SIM)
ti
�30
0
ol
3"'TEE 311TF•E
3"x i6�`'6tt5NR16 3"x t?` [3USNItJS
F t"p t 2 TEE
--PlPln�pETAit._f�R- 6�ii�E
3" TEE
j., bl)s.,.,3tt3E�
KO Nz
cb
i
No.16668
JAVIA 3* _
STATE OF
ONA%-
SlDWtry K014WY-K
PEA �6b68
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENS, FL 33418
For
i
P'
5CALE I"=I! o°
;I
I ";)
ate.
.4ti
fVry�
0
^i
I I I STEPS
v SI(IMM6R
3" RMR0
10 FML
Lit 54'A NID P Q
311ak�uRu P F H ��
TO 821IX1�0— �zl Q�TWA [VI MTORN TO SPA �
POOL SPA a2
PIPE SIZE FLOW (ftlsec PIPE SIZE FLO sec
FLOW THRU MD GRATES . 2z 6,5 <8 '2 211 �.5 16
PIPE FLOW MAIN DRAIN --......_ 3 a
1 SKIMMER 3 - 21 3. < 7 6.5 { 10
a u�we uro Sc' yF RETURN TO POOL/ SPA_ _...2.2 .._ .. 6,5 < 10. .-._...�i . .
ntv sc vut �\yt. ASSUMPTIONS: POOL FLOW 67%MD 33%SKIMMER SPA FLOW 100%MD
f ° °� I POOL RETURN Z . FROM PUMP, 2". FROM TEE, 1 z., A6 If•WLFT
PIPING DIAGRAM
PM s POOL EQUIPMENT 'ANCHOR
P oil
"3
ATER F' (tr.l'_ ,�°.
r-TO PUMP
H/W VAC LOCK pW40Q
F8C 20ly SEC 491.%-53.%
& ANSI ME A112.19.11M
3—TREAD LADDER
N,T.S.
HANDRAIL &
STEPS (240-SQ.14. MIN)
N.T.S.
r-
I
(AERT6R
�{"coNcRF�� SLA13 or PAVF-R.$
_!' +L EQUIPI 16rJT 5Cf..1 ,FD
w' 13/q" v. 3/8"TRP(AN5 or ER01v
.�r�m'-•. 'ice �.'•;�OR1v;: G���.
s c
I
S�LLONAL11��
EL SIDiffiV�ffiAIG
#EB-0006831
� ,�.;:. - •Open Area=38.797n'
n_ ` `='"' r 1139ISLE VE,RDE WAY F1 T FlawRate Verified Ma 2oll to CPSC Test Protocol
.•,.".'-IAPMO Listed Flow Rates: L�
IPALMBEACHGARDENS, FL33A78' ®� U
•For2.5"plum,bing using two outerparts=
308GPAI (Floor) & 212GPM(Wall) For
For2.5" plumbing usJngcen Pport only
_ ?__•: -_ _ _ _ 2o0GPM (Pl,;6) &'1611G168GPM (Wol1).
-i_.--Tor 2"plurnblriyusing two outerparts= DR,4WNBY• SHEET?. OF 3
26BGPM (Floor) & 792GPM (Wall) JOB NO:
-- - •For2"plumbing using centerport only=
NOTES: ONE Or THE IGMN. POOL SAFETY '
FEATURE'OPRONS MUST BE PRDVIOEO:
1. THE POOL MUST BE ISOLATED FROM ACCESSTO A
HOME BY AN ENCLOSURE THAT MEETS THE POOL
BARRIER REQUIREMENTS CF4VgL17 OF THE FLORIDA
BUILDING CODE. .
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED
SAFETY POOL COVER.
0. ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WITH AN EMT 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 POOL MUSTTE EQUIPPED WITH A SELF -
CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
MECHANISM PLACED NO LOWER THAN 64 INCHES
ABOVE THE FLOOR
APSP --15
MMIN111NI FLOW for . (o lIQ
TOPNOVER (5 GPM p 15oo
AN "U N�._.,
CAJZTRI DCx6 33%. F112 < qoo
___.SAND Fri .
_Fl LTEP. PUMP, wRVE
ELECTRIC R15RR DINKAM
14DUSE PAUE4
tot)
O I_-J --P1� PDDL
FPL
pp91.__...P�1N6L
lies �tpi1�
CtI-
SP�CIFI ATIONS:
T p� 2a15 FBt 2aI�C (t 4501 R 10'�.2.1
1. THESE ENGINEERING PLA1�S L �Y WITTTnfffiiil FEC 26 C. 4'y43 PRIVATE WEvIMING POOL
FBC 201'13EC. 111501. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSVNSPI .4-92 .& NSPI -5. ,
101.2.1 A1A5i APSP-15)? ;;
2. GUNITE/ SHOTCRBTE / CONCRETE TO ATTAIN 3560 PSI Q 28 DAYS. ANSI/NSPI - 1,
AR'J11A5FC1 ICC - 4t5t6
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 NET, STANDARDS & FBC 4352.3, 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. 454.2.12:1.
S. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680.4014
6. SOE.STATEMEMENT: SWIMMING POOL/SPA/ PATIO - *01R+A WISSUCE.`JjaCJt)-a',A09_ a l a11A
7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES.
HOUSE SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (BY II/O ) .
S. POOL / SPA HEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO
LIMIT WATER TEMPERATURE TO -5104 o F. FBC. SEC. 4$4.2.14.4. .
9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTTRCAL TO NEC. # 680./2011{
10. AFTER COMPLETION, THRPOOL /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 PRFV13NTFR ON WATER SERVICE (WPB ()NLY
11. THE POOL / SPA -EQUIPMENT SHALL HE SECURED TO A SUBSTANTIAL PAD SO AS TO BLIMNINATE STRAIN ON PIPING.
12. TYPE'O' POOL WALLS VERTICAL WITHIN 11 e, DRAINAGE POOL / PATIO TO GRASS (PBC). .,
13. ELSID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK
AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DD&BNSIONS-IN FIELD WITH HOUSE AND LOT LINES PRIOR TO
CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILITIES AT SITE. WATER EDGE SHALL BE ]0' MIN. (HORIZONTAL)
FROM OVER BEAD ELECTRIC LINNS.
14. THIS ENGINEERING PLAN REMAINS TIM 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 ENGNEBRING 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.
ZP Pvmp
IPID Oxir WWI*
9D5 heD4t etiv
EQUIPOTENTIAL BONDING GRID
NEC 680.26 (c) 20) 4
Alternative Method per
FL Senate Bill SR 2836
Executive Order 2007-187 signed June 19, 2007
F@C 1o1.2-I
v
Single 08 AWG bare solid copper wire
around entire perimeter of pool and
convicted to pool re -steel in 4-equally
spaced places from #8 solid insulated
_
tails and connected w/approved j
mechanical fasteners i.e., split bolt,
!
Grade
bronze pipe clamp (w/bronze screws)
for paver or concrete deck
EQUIPOTENTIAL BONDING `
r 98 solid ground wire shall be positioned 4" to 611
Into subgrade material of decking adjacent to
Pool structure. This #8 wire shall be bonded to
• Pool structure rebar in 4 equally spaced points
Where decking exist. This 98 wire shall be placed
18f1 to 24" in proximity to pool structural wall.
IF3S�M�
POOL DATA & EQUIPMENgT[�& CRITERIA: C
NBNSIONS . �'-I 11 ARRA 13504. PRRfMRTP.R 150'
/--V JACUZZI JETS
LITES 1'1' Ift -POOL WATTS MAIERA(4UA CAL T-135 BTd EI.ELTRIC- FDEL
HANDRAIL Jf dt/SWIM a38-IN 111CLUDIE9
_DIAMONDBRTI73/GEMCOAT STANDARD COLOR
SLIDE DIVINQBOARD AUTO -VAC CLEANER INLTNECL2 QJTAIR
SHEAR DESCENT WATER FALL LIONS HEAD/ROSETTE
PATIO OG I000 . MATERIAL PAVERS W/DOD
SCREI3N ENCLOSURE FENCE
1411
2- BCH 40 Pvc
BLEAVE
LED LIOfR ILI
Na'WZNG-RE UAL er la-U WALL
PIIALLEDI sivEri.
ELECTRICAL DIAGRAM
60AMPPOOLPANELW/ _ NTS
2'aygg3t g ' CU WITHIN MANUAL MOTOR STARTER SWITCH
I" MIN. ELEC. CONDUIT . HP PUMP MOTOR w/ BUILT-IN
OVERLOAD SWITCH W/ 3 - 412 THEN
#S SOLID CV GROUND.WME, C11 WITHIN yr' MIN, CONDUIT
TO EXIST. PANEL rCT/(GFCI PROTELTEDI
S.P.S.T.7
SWITCH
JJf-- W. r. DISCONNECT
VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
I. ALL ELECTRICAL TO COMPLY WITHIGIANATIONALELECIRICCODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3-012 THEN CU WITHIN 1411 MIN. CONDUIT FOR POOL LICHT(S),
3. GROVND ALL BOXES, LIGHTS, MOTORS, ETC. w/ 98 SOLID, BARX COPPER.
4. PROVIDE W.P:G.F.L OUTLET 10' MIN.-20' MAX. FROM WATER'S EDGE,
S. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22M.- 4 n. it
Q Install in Skimmer.
• Using pruperelsodplasllo buW,,., PoolBond ran be Installed
In one of the threaded skimmer culled pods. Bee 'Assembly Procedure•
Ter proper UOhtenlnn of PoolBond.
Install In e relum line:
• PoolBond ran be InsWiled In the filtration return line edlomnl to Intel 61UnG.
Avoid Installations that could Imp air,
• If stem Volvo Is box can
b service purposes, a sprinkle ^
sYefem.Isbuxcd(r used Ipfaceees,
Do NM sftdaad,wm�
TngpadeVw7 Pesedlxopermrdadwihwaler
OInstall on suction side acUacerd to equipment pad:
• Install on sUellon aid. PlUmbin, el lees1 a• blow water fool.
• If ecceos Is required for service purposes, a opdnhler system Volvo
box can be used.
#B Solid copper Bonding
IL
\�\ R-------Fp
No.16668 C
a fe STATE OF
split
69U)
EL-SID ENGINEERING
#EB-0006831
1
139ISLE VERDE WAY
D
R.wmm.nO.CI'
e•NemW lnA
PoolBond Castle
1 tech Mole Pipe Thm•d
zo11,9
P.E. #16668
PALM BEACH GARDENS, FL 33418
For FILE C®Py