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1 i INCQU,NT,I?$.$D T GO I1sULTIxc; ENOISS SHALL N$ NOTIFIED DEFORS
PRS S$DING if /i ORtf. •
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LAt JI~R i 4 `" VALID UH` Ss S ► L N ; HI SI t E BY (. 0$$ LTIN4
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0 N,o NH1?R1OT Q.R REKIODUCTION D$ 14 ADS or THIt DIAONO '#ITJOUT
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CON3UL` INt; ENGINEER, MANOR S. JADAV
10. ELECT. LIGHT COIN. TO COMPLY .'If ATL ELECT. CODS 68O 4975.
11. ,CONTRACTOR SHHALL, VERIFY ALL DEHEN3ION,S AT SIT BEFORE PROCEEDING 1/'±CORK
la. ENDI.I$ERR 18 HESPON$II LB FOR CONSTRUCTION OF SPA IF .DONS UNDER SUPERVISION
F 0` CONSULTING EN►INSER•
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ENGIN1 ER, mANHAR i . JAD.AY
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STATEMENT O? ORlOIt4 'AND A MAdUFACTUR0 SERIAL MUHB IRb
•Q:
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Lot 2, Block 3, _ BAY . LURE, _ . according to _ the - plat thereof recorded..
in Plat Book 44 at'. Page 63 of the Public Records of Dade
SKETCH OF' SURVEY
d' r
1.
'j
E. R:,BROWNELL & ASSOC.. INC.
F.B. 423 3132 Coralll'ay \t' r .
eptember 14, , 1978 Miami. Florida : Scales �s S t o wtt
TIIIS IS TO CERTIFY to the abuve nani d firm and'or persons that -the "SKE:tCUf Off' SURVE1'f of the ht.'
described property is true and correct to the best of our kriowlydge and belief as ret,ently surveyed and platted
.'tinder our direction, also that thereb> are do visibte ene uachments oth than • those; shown{
E. 11. 13 O WNFIL&` INC'..
t3 E. 11. ilrownell
Professional Lund Surveyor' 492
Stoat of florida
rOdUrtions of this drab ittg are nut
1,01 etanboswed wit!) the . SUIVe% . Qrsscra1
f
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x-2612 = 240= 177 .rri?s,
I certify that this is a true
original.
Cc _ 1 _ ' ,
Arlene D. Rosner
Notary Public
cfrk 1L NOTARY SEAL
ARLENE D ROSNER
COMMISSION NUMBER
D0058687
M! COUI4GSCN EXPIRES
OCT. 122005
ao
1
copy of the
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAFTY ACT
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or
installed at /D /VA f f Miami Shores,, F1., and hereby affirm that one of
the following methods will be used to meet the requirements of Chapter 515, Florida
Statutes.
(please initial the method(s) to be used)
Nrv` ARY - 41 -1(
The pool will be isolated from access from the home by an enclosure
that meets the pool barrier requirments of Florida Statute 515.29;
The pool will be equipped with an approved safty cover that
complies with ASTM F1346 -91;
All doors and windows providing direct access from the home to the
pool will be equiped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 10 feet;
All doors providing direct access from the home to the pool will be
equipped with self- closing, self - latching devices with•release
mechanisms placed no lower than 54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or
when pool is completed for contract purposes, will constitute a violation of Chapter 515,
F.S. and will be considered as committing a misdemeanor of the second degree, punishable
by fines up to $500 and /or up to 60 days in jail as established in Chapter 775, F.S.
CONTRACTOR'S SIGNATURE & DATE
Ake
CONTRACTOR'S NAME ( PLEAS
•. �
y „�ovr.
(800 -432
a1u•a
MI
. 42541 a Notary
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33138•2.352
TELEPHONE (303) 7 95.2204
FAX (305) 736.8972
GA0 KIuwAsi .0 n.
Commission f D00103451
Expires 4/EI2004 0o
Bonded i'iortd A ssn.. k>�
GARY KILG6RE ...
• - `on # DDO103451
63 4/8/2008 NO r •' Y P.
r through
./ Ass,., Inc.
44 9 ec E 57/g /2/
r
Commission N D00103451
6/2005
• Eondod through
Assn., Inc.
'S N - E ( P1. E PRIM)
//
rda
(800432 -^
Legal Description:
Lot 2, Block 3, of BAY LURE, according to the plat thereof as
recorded in Plat Book 44, at Page 63, of the Public Records of
Miami -Dade County, Florida.
15.6' PARKWAY "
F.I. P.1 /2'
F.I.P.1 /2
11.3
x
0
cb
m
N
16.2'
N.E. 92th STREET
19' ASPHALT PAVEMENT
15.7'
�15.00'(P8Av1)
ASPHALT
DRIVEWAY
/�.
15.3'
ONE STORY
RESIDENCE
#1090
18.6'
A.00'gP &M5
22.5'
2.6'
22.4'
0
0
N
r. x
Certified To:
KENNETH BECK, GREEN, KAHN & PIOTRK
P.A., ATTORNEYS' TITLE INSURANCE FUN]
ITS SUCCESSORS AND /OR ASSIGNS.
—x —
1
0
0
ui
F.I.P.1 /2
F.I.P.1 /2
0
I I
Accepted By:
qs
s .
i
, v
d
4
5
6
7
6
�a .
Panel Number: 0093
Suffix: J
Data of Firm Index: 3/2/1994
Flood Zone: X
Date of Completion: 06/30/2003
Property Address:
1090 N.E. 92 STREET
MIAMI SHORES, FL 33138
Survey: M16719
GENERAL NOTES:
1 HEREBY CERTIF
REPRESEN TAT IO
SIGNED
THAT THIS B
OF A SURVEY
t 1 / N 2 I 3 ! a 5 CI a
l i
fY,4 asi Ip „.or
a J , e
a A,y N, E.
pb
SURVEY IS A
ED UNDER
L ESPINO
P.S.M. NO. 5101
STATE OF FLOR
i1IGUEL ESPINOSA
LAND SURVEYING, INC :
6494 S. WV 24 STREET
MIAMI, FLORIDA 33155
PHONE: (305) 740 -3319
LB # 6463
N. �A• rI' J!' n JO c, 4
•1. F � e A T £ ( J E- O C
1) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER
RECORDED ENCUMI3ERANCES NOT SHOWN ON THE PLAT.
3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER
IMPROVEMENT'S WERE NOT LOCATED.
4) ONLY VISIBLE ENCROACHMENTS LOCATED.
5) WALL TIES ARE TO THE FACE OF THE WALL.
6) BEARINGS REFERENCED TO LINE NOTED AS B.R.
7) NO IDENTIFICATION FOUND ON PROPS TY CORRNERS UNLESS NOTED.
8) NOT VALID UNLESS SEALED WITH TI . SIGNING SURVEYORS EMBOSSED SEAL.
9) DIMENSIONS SHOW ARE PLAT AND E SURED UNLESS OTHERWISE SHOWN,
10) ELEVATIONS IF SHOWN ARE BASED ON N.G.V.D. 1929 UNLESS OTHERWISE
NOTED.
11) THIS IS A BOUNDARY SURVEY UN E'S OTHERWISE NOTE
SAND .ORRECT
IRECT ION.
93RD.
92ND.
FOR THE FIRM
THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSE ONLY,
EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT
TO BE USED FOR CONSTRUCTION, PERMITING, DESIGN OR ANY OTHER USE WIT HOUT
WRITTEN CONSENT OF MIGUEL ESPINOSA.
A UACAL is the world's LARGEST manufacturer of svvirnmin pool/spa heat pump ,5 SINCE 1981
atsa.ce••=4,5
5f,a54
-45;k4
TR OP"
• 1 5 - ar Li mite
• PATENTED Tito
• Digital Reado,
• Dual Thermos'
• Microprocesso
• Easy- Access 11
TT120 MODEL ONLY
• y
V0ltoge,.erRIlD4e`
Physical
Shipping Weight (ibs)
Size (lengthxwidthxheight)
Sw'UMIM61J0t H[A1 PUMPS
arrant
Hegt Exchanger'
s, Standard
ontrolled Operations
ation & Service Panel
T65
tylinimur1 Circuit 4 p)p�elly 1 ;
Reeonimendec1.Fu"sie.S ze- 3ar
Water Flow
Minimum/Maximum
16-70 gprr
230
26` x 26" x 28'
• Whisper Quiet Fan Motor
• Fits Most Installations
• Non - Corrodible Cabinet
• Super Efficient E• • Compressor2
• Internal Bypass and Chemical Back Flow Protection'
2 T115 & TT120 MODELS ONLY
3 T65, T90, T115 ONLY
T90
310
24`x26'x35
BTU'S
105,000
100,000
95,000
90,000
85,000
80,000
75,000
70,000
65,000
60,000
55,000
50,000
45,000
40,000
35,000
30,000
25,000
T115 TT120
HEATING BTU RATING PER HOUR
100' 90' 80' 70' 60' 50' 40' 30' 20'
• •
SPECIFICATIONS WITH AIR TEMPERATURE AT 63% HUMIDITY
WATER TEMPERATURE AT 00•
• HIGH TEST POINT TEMPERATURE* • LOW TEST POINT TEMPERATURE'
'flake and Certified h accordance earl 00BUL standard 1461998 arse NINA Addendum leer procedure.
M odor retinae re MAO. rel the scope r the NOM Heat Pomp NM tot colfir e . waro
0
2737 24th Street North • St. Petersburg, FL 33713 • 727.823,5642 • 800.786.7751 • fax 727.821.7471 aquacal.com
MADE IN THE USA
MODEL DAPT
oolguard TIED I INDUSTRIES, INC.
POOLGUARD DOOR ALARM
Poolguard Door Alarm mounts next to any door which gives easy
access to your swimming pool. Any door which allows young chil-
dren easy and quick access to a pool area is dangerous and should
have a door alarm. The Poolguard Door Alarm comes with two
magnetic switches, hookup wire, and operates on one 9 -volt battery.
The door alarm has a delay switch which allows an adult to pass
through the door without the alarm sounding. When a child opens the
door, the alarm will sound in seven seconds and continue to sound;
the alarm will sound in seven seconds even if the child should go out
the door and close the door. If for any reason the door is accidentally
Deft open, the alarm will sound. For further information, contact your
local Poolguard distributor or call PBM Industries toll free. When
you think of pool safety /security, think of Poolguard.
CALL TOLL FREE: 1 -800- 242 -7163
MEMQER
ittv
NATIONAL
SPA & POOL
INSTITUTE
• UL AppYoved
• Important Safety Feature
• Complies with Building Codes
• Simple to Operate
• Automatic Reset
• Battery Powered
• Easy to Install
• Affordable Price
• Pass Through Feature for Adults
• Low Battery Indicator
P.O. Box 658 • North Vernon, Indiana 47265 • www.poolspa.com /poolguard
1
MI MD.
A030335
- MAIM BY c. 111C”AEL '
C1ECKSp
LTR
SCALE NONE
APPROYED Z. 5 2/ r /ca
— REVISED Pfit EN P4O1O
DATE 1/2/99
T seen ,ntneulc ■a0at
512£
A
REVISIMS
APPRO Y
DESCA1P11OR ` DATE
1/4/99 CU/DD
r
' TTS7 !N Awl IL A MY. IL IVO
PIN R
litesseledmrse
TROPICAL HURRICANE KIT
REY.
LAYOUT PAGE
POOL LOCATION
ELEVATIONS
VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY
SCALE: 1/4" = 1 FOOT
IF WATER SOURCE IS A PRIVATE WELL PRE-
FILTER WATER TO FILL POOL
ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF
POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u 1.
listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED
TO STEEL WITH BRASS GROUND LUGS G.F.I. OUTLET 10'
MIN. AND 20' MAX. FROM POOL
IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE
AROUND POOL OR PROPERTY
GATES TO BE SELF CLOSING AND SELF LATCHING
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP 48 TIMES DIAMETER
ESTABLISH THE LOCATION OF ALL UTILITIES AT
SWIMMING POOL CONSTRUCTION SITE AND HOLD
MINIMUM CLEARANCE DIMENSIONS ESTABLISHED
BY THE LOCAL REGULATORY AGENCY, ALLOW
MIN. 10' HORIZONTAL CLEARANCE FROM
OVERHEAD ELECTRIC LINES TO POOL WATER.
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH
NO SHARP EDGES AND BE POSITIVELY SLOPED
FOR DRAINAGE /
METER
PROVIDE WEEP
AND ANY OTHER
PREVENT THE P
FLOATING DUE T
PRESSURE WHE
BACKFILLING OF
CAREFULLY TO
THE PIPING OCC
DONE WITH CLE
AND DEBRIS AN
NO VOIDS EXIST
THE DECK
POOL
EQUIPMENT
LES AND DEWATERING PUMPS
ETHODS NECESSARY TO
SIBILITY OF THE POOL
HYDROSTATIC UPLIFT
HE POOL IS EMPTY,
- IE POOL SHALL BE DONE
URE THAT NO DAMAGE TO
S AND BACKFILLING SHALL BE
N SOIL FREE FROM ORGANICS
SHALL BE COMPACTED SO THAT
tOVIDING A FIRM BEARING FOR
ALL PIPING TO B VC SCHEDULE 40 MINIMUM
AND ALL PRESS R PIPING AND MAIN DRAIN
PIPING MUST BE P ESSURE TESTED PRIOR TO
GUNITE (CONCR E)
THIS IS NOT A DI I■G POOL.
SWIMMING POOL 'ILA. HOSE TO
BE EQUIPPED WIT VACUUM
BREAKER
LOCATE POOL RE UINS DOWN
18" MIN. BELOW T E POOL
BEAM
N
O RTH
RESIDENCE
5
/O It. r T LIIVC
/
/
25 ft.
19 ft . 31n.
POOL 25' X 28"
5' DEEP
POOL REQUIREMENTS:
SELF - CLOSING/ SELF - LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON- CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNER'S PROPERTY
3' DEEP
c
9
DESIGN PER FLORIDA BUILDIN(
CODE 424.2
INCLUDING BUT NOT LIMITED T
424.2.6.6 ENTRAPMENT
PROTECTION FOR SUCTION
INLETS
424.2.17 RESIDENTIAL SWIMMIN
BARRIER REQUIREMENTS
GENERAL NOTES STRUCTURAL
1) PLANS DESIGNED PER 2001 F C
D
G
2) THE SITE SHALL HAVE UNDISTURBED SAND,
ROCK, SAND AND ROCK, WITH A MINIMUM
BEARING VALUE OF 1200 PSF.
3) THE FOLLOWING IS DETERMINED BY RATIONAL
ANALYSIS SOIL CONDITIONS IN THIS AREA HAVE
BEEN BY PAST EXPERIENCE CAPABLE OF
SUPPORTING A POOL AND DECK OF SIMILAR SIZE
AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE. THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT
4) ALL CONCRETE SHALL CONFORM TO A C 1318-
77. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI FOR
PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE) AND 2,500 P,S I FOR POURED
CONCRETE.
5) ALL REINFORCING STEEL SHALL BE
INTERMEDIATE GRADE DEFORMED BARS OR NEW
BILLET STEAL CONFORMING TO A.T.S.M.-A6115.
Or, 60 STEEL SHALL BE BENT, LAPPED, AND
PLACED IN ACCORDANCE WITH A.0 I. STANDARDS
AND SPECIFICATIONS
PIPING
1) ALL POOL PIPING SHALL BEAR THE N S F.-PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40
P.V C. MIN. POOL PIPING TO COMPLY WITH F.8 C
POOL EQUIPMENT TO APPLY TO F. B C.
2) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS
CONNECTION WITH A DOMESTIC WATER SUPPLY
OR WATER DISPOSAL SYSTEM AND SHALL MEET
\ALL REQUIREMENTS kN F.B C
8 /1.
F. Keith Jells, P.E.
P.E. #40727
Consulting Engineering
3200 Port Royale Drive N. #712
Ft. - auderdale, FL 33308
760
MA S Fbolt;S
1000 E. ATLANTIC BLVD.
POMPANO BEACH, FL.
33060
SUITE 11
(954) 214 -2844
www.marspools.com
r PGGI.DE SIGN.NE T
1000 EAST ATLANTIC BLVD,
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
Infoiswimmingpoolplan,com
BECK
RESIDENCE
1090 NE 92 STREET
MIAMI SHORES, FL
33138
PLUMBING PAGE
Scale: 1/4" = 1-0"
DO NOT EMPTY SWIMMING POOL
WITHOUT FIRST RELIEVING
HYDROSTATIC PRESSURE BY
UTILIZING A PUMP ATTACHED TO
UNDERPRESSURE LINE.
NOTE: ALL EMBEDDED ITEMS TO BE INSTALLED
PRIOR TO GUNITE:
1. MAINDRAINS AND LINES
2. SKIMMER
3, LIGHT NICHES
4. RETURN LINES
5. CLEANING LINE
6. SPA PLUMBING IF INSTALLED INSIDE WALL
7. BOND WIRE
8. WATER FEATURE LINES
AND ANY OTHER THROUGH WALL LINES AND
FIXTURES
2" RETURN LINES
2" SKIMMER LINE
POOL. LIGHTS
2" MAIN DRAIN
2" MAIN DRAIN
2" WATERFALL LINE
2" SPA JETS
2" CLEANING LINE
POOL LIGHTS
POOL
EQUIPMENT
PROVIDE LANDSCAPE
BARRIER AT POOL
EQUIPMENT
-4
7
RESIDENCE
/ • — ._._
METER \.
5ft
75 ft. PROPERTY LIN
/ "
CONNECT AIR LINE TO EACH
THERAPY JET
6'
300 WATT 12V UNDERWATER
REMOVABLE LIGHT
150 WATT 12V UNDERWATER
REMOVABLE SAM LIGHT
1 -1/2" CLEANING FITTING W /COVER
INSTALLED 6" TO 12" BELOW WATER LINE
i 1.112" THROUGH THE WALL(TYPICAL)
U'f
ANTIVORTEX
/ DEEP END EXIT 1 SWIMOUT DUAL MAIN
(SEE DETAIL) DRAINS
—CAP TILE EDGE ON BENCH (SEE DETAIL)
CAP TILE EDGE ON BENCH (SEE DETAIL)
25 ft.
; -1,2" VENT LINE 2" UNDERPRESSURE LINE FOR DEWATERING
2"
POOL 25' X 28"
5' DEEP
3 ft
CAP TILE EDGE ON STEPS
3' DEEP
EXISTING
WOOD DECK
RAISED WALL
6' SHEER
DESCENT
+24"
— R�
1 LOW RETURN
SKIMMER
DESIGN PER FLORIDA BUILDING
CODE 424.2
INCLUDING BUT NOT LIMITED TO
424.2.6.6 ENTRAPMENT
PROTECTION FOR SUCTION
INLETS
424.2.17 RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS
GENERAL NOTES', STRUCTURAL
1) PLANS DESIGNED PER 2001 F B.C.
2) THE SITE SHALL HAVE UNDISTURBED SAND,
ROCK, SAND AND ROCK, WITH A MINIMUM
BEARING VALUE OF 1200 PSF
3) THE FOLLOWING IS DETERMINED BY RATIONAL
ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE
BEEN BY PAST EXPERIENCE CAPABLE OF
SUPPORTING A POOL AND DECK OF SIMILAR SIZE
AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER
SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT
4) ALL CONCRE`E SHALL CONFORM TO A C.I 318-
77. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI FOR
PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE) AND 2,500 P.S I. FOR POURED
CONCRETE.
5) ALL REINFORCING STEEL SHALL BE
INTERMEDIATE GRADE DEFORMED BARS OR NEW
BILLET STEAL CONFORMING TO AT,S.M: A615. Gr.
80 STEEL SHALL BE BENT, LAPPED, AND PLACED
IN ACCORDANCE WITH A C I. STANDARDS AND
SPECIFICATIONS
PIPING,
1) ALL POOL PIPING SHALL BEAR THE N S.F. -PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40
P.V C. MIN. POOL PIPING TO COMPLY WITH F 3 C
POOL EQUIPMENT TO APPLY TO F.3 C.
2) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS
CONNECTION WITH A DOMESTIC WATER SUPPLY
OR WATER DISPOSAL SYSTEM AND SHALL MEET
\� ALL REQUIREMENTS IN F B C
et
MAR POOLS
1000 E. ATLANTIC BLVD.
POMPANO BEACH, FL.
33060
SUITE 11
(954) 214-2844
www.marspoo(s.com
BECK
RESIDENCE
1090 NE 92 STREET
MIAMI SHORES, FL
33138
F. Keith Jells, P.E.
P.E. #40727
Consulting Engineering
3200 Port Royale Drive N. #712
Ft. Lt . , rdale, FL 33308
POOLDESIGN.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941 -1124
info @swimmingpoolplan.com
DETAILS
POOL ELECTRICAL DETAIL
3#8 THHN
& 1 #10 —/
IN1 "PVC
TOGGLE SWITCHES
#12s IN 1/2' CONDUIT \
WATERFALL
1 H.P.
6.9 AMP
60 GPM
FLOOD CRITERIAN ELEVATION
POOL IN FLOOD
HYDROSTATIC RELIEF VALVE
NET HEAD
SLAB THICKNESS = 6"
4- 5' MINIMUM FROM
WATER
11 DEGREES MAX, ANGLE
FROM PLUMB
POOL
2 H.P.
10.4 AMP
100 GPM
JUNCTION BOXY
locate 8" min above
water line.
3 #12s IN 1/2"
CONDUIT
12v
RANSFORMER
i� #8 AWG INSULATED/`
COPPER WIRE GROUND
TO POOL STEEL
:HYDROSTATIC UPLIFT CALCULATIONS
TOP OF BEAM (POOL) ELEVATION 10.401
BOTTOM OF POOL ELEV. 5:49
8.0
IA X60
-2.0
V.60
BENCH DETAIL
5'
2
CAP TILE EDGE IN
CONTRASTING COLOR
iN
DECK DETAIL STRUCTURAL DETAIL
LANDSCAPING
LIGHT CORD
(IN CONDUIT)
#8 AWG INSULATED
COPPER WIRE EPDXY
COATED (IN CONDUIT)
POOL STEEL. OVERLAP 48
TIMES DIAMETER
SHEER DESCENT
COMPACTED FILL \
min. 3" —�
#3STEEL 10" 000�
HORIZONTAL &
VERTICAL
SWIMOUT DETAIL
7 '
CAP TILE EDGE IN
L�CONTRASTING COLOR
28'
8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN PLACE
SO TOOLS ARE REQUIRED FOR REMOVAL
HYDROSTATIC VALVE WITH WELLPOINT
GRAVEL SUMP
4---- COPING
1 3 #3s CONT.
300 WATT 12v REMOVABLE
UNDERWATER LIGHT
18" MIN FROM TOP OF
LIGHT TO WATERLINE
8" WAILS
6" FLOOR
r— DIAMOND BRITE FINISH
ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u 1 tested) FROM POOL
STEEL ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS. _ G / OUTLET 10' MIN AND 20' MAX FROM POOL
6' SHEER
DESCENT
6" CERAMIC TILE
SLOPE OF POOL BOTTOM NOT TO
EXCEED 1' IN 7'
RAISED BEAM DETAIL
(s s t ' ' ci e -a /
12"
J 24"
12'
POOL
0
ANTI - ENTRAPMENT POCL DETAIL
8" AntiVortex Main
Drain Grate Shall Be
Secured In Place 6" Thick Walls
So That Tools Are
Required For Removal
0
0
0 0
0
Grav &Alp
0 0
0 0
o
0 n
FLUSH BRICKCOP[NG - —
--- rI�
Gfat RITZ -
0 0
0
0 0
0
0
0 0
0
SIZE: 25' x 28'
SURFACE AREA: 684 sq. ft.
GALLONS: 20,500
VENT LINE TO BE 1ft MIN, ABOVE POOL WATER
maw . maa ma Mal
11 drg max
Smooth Troweled
Plaster Interior
Finish
Threaded Plug
Hydrostatic Valve
W/ WellPoint
0
X
E
o
3 #3 con
W
z
tit
2
Lu
d
8
N
FILTER DETAIL
2" SKIMMER
2" CLEANING
ON
2" MAIN DRAIN
2" MAIN DRAIN
2" POOL RETURN
2" WATERFALL LINE
3 WAY
VALV.
3 WAY
VAL
TT120 HEAT
PUMP
— Il
1 HP FALLS
PUMP
60 gpm
2 HP POOL
PUMP
100 gpm
waste IineJ
SPECIFICATIONS
DEPTH: 3' TO 5'
PERIMETER: 103 FEET
TURNOVER RATE: 6 HOURS
72
ANTI -
ENTRAPMENT
Z � ► - -s -J
N 1
1 - 3 '-c" ► �
MAIN DRAINS TO HAVE ANSI /
ASME A112.19 8M ANTI VORTEX
COVER
POOL MAIN DRAIN
DETAIL
POOL MAIN DRAINS TO BE
INSTALLED 3' APART
INLET RETURNS: 4
PUMP: 2 HP
LIGHT: 300 WATT 12V
DESIGN PER FLORIDA BUILDING
CODE 424.2
INCLUDING BUT NOT LIMITED
TO
424.2.6.6 ENTRAPMENT
PROTECTION FOR SUCTION
INLETS
424.2.17 RESIDENTIAL
SWIMMING BARRIER
REQUIREMENTS
GENERAL NOTES: STRUCTURAL
1) PLANS DESIGNED PER 2001 F B C.
2) THE SITE SHALL HAVE UNDISTURBED SAND,
ROCK, SAND AND ROCK, WITH A MINIMUM
BEARING VALUE OF 1200 PSF
3) THE FOLLOWING IS DETERMINED BY
RATIONAL ANALYSIS SOIL CONDITIONS IN THIS
AREA HAVE BEEN BY PAST EXPERIENCE
CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS
DIFFER FROM CONDITIONS SPECIFIED ABOVE,
THIS ENGINEER SHALL BE NOTIFIED PRIOR TO
FURTHER CONSTRUCTION OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A C I
318 -77 CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI FOR
PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE) AND 2,500 P S I FOR POURED
CONCRETE.
5) ALL REINFORCING STEEL SHALL BE
INTERMEDIATE GRADE DEFORMED BARS OR
NEW BILLET STEAL CONFORMING TO
A.T.S.M. -A815. Gr. 60 STEEL SHALL BE
BENT, LAPPED, AND PLACED IN ACCORDANCE
WITH A.C.I. STANDARDS AND SPECIFICATIONS,
PIPING'.
1) ALL POOL PIPING SHALL BEAR THE N S.F..PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE
40 P.V C. MIN. POOL PIPING TO COMPLY WITH
F.B.0 POOL EQUIPMENT TO APPLY TO F.B.C.
2) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS
CONNECTION WITH A DOMESTIC WATER
SUPPLY OR WATER DISPOSAL SYSTEM AND j
SHALL MEET ALL REQUIREMENTS iN F B C
r. �.
F. Keith Jolls, P.E1.
P.E. #40727
Consulting Engineering
3200 Port Royale Drive N. #712
Ft. Lauderdale, FL 33308
c/ : • 38 -9760
It
www.marspools.com
tl r
MA 's IY()
1000 E. ATLANTIC BLVD.
POMPANO BEACH, FL.
33060
SUITE 11
(954) 214 -2844
�POOL DESIGN.NET�
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941 -1124
inforgswimmingpoolplan.com
BECK
RESIDENCE
1090 NE 92 STREET
MIAMI SHORES, FL
33138
DETAILS
POOL ELECTRICAL DETAIL
220v
PUMP
MOTOR
220v
PUMP
MOTOR
OUT DE AIL
CAP TILE
Y • TRA°
WIRE (( .1. listed) ,
NO 20' MAX. FROM
R - RETURN LINE
- ELEVATION
JANDY 2 -WAY VALVE
- JANr,7 -W VALVE
HE K VALVE
RFLY VALVE
r
MER
T TO SCALE
hreade PI
eliP nt
FILTER DETAIL
1.1/2' WATERFALL LINE
L �—
2' MAIN DRAIN
2" SKIMMER
2" CLEANING
Y
2" POOL RETURN
I
" MAIN DRAIN
3 WAY
V v
1 HP FALLS
PUMP
60 gpm
2 HP POOL
PUMP
100 gpm
waste line]
TO SERVICE
3#8 THHN
& 1 #10
IN 1" PVC
TOGGLE SWITCHES
#12s IN 1 n" CONDUIT \
5' MINIMUM FROM
WATER
4
11 DEGREES MAX. ANGLE
FROM PLUMB
"Fr: HEAT ill
PUMP
n A
i
G F,I
OUTLET
WATERFALL POOL
1 H.P. 2 H.P.
6.9 AMP 10.4 AMP
60 GPM 100 GPM
BENCH DETAIL
T
18"
18"
5'
JUNCTION BOX- -,
locate 8" min. above
water line.
12v
RANSFORMER
TIME CLOCK
3 #12s IN 112"
CONDUIT
#8 AWG INSULATED`
COPPER WIRE GROUND
TO POOL STEEL
ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATE
STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS G.F.I. OUTLET 10' MIN
CAP TILE EDGE IN
I�CONTRASTING COLOR
DECK DETAIL
LIGHT CORD
(IN CONDUIT)
#8 AWG INSULATED
COPPER WIRE EPDXY
COATED (IN CONDUIT)
POOL STEEL OVERLAP Q 48
TIMES DIAMETER
SWI
LANDSCAPING
i COMPACTED FILL
28'
7'
min. 3"
#3STEEL el 10" O/C
HORIZONTAL & VERTICAL
8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN PLACE
SO TOOLS ARE REQUIRED FOR REMOVAL
YDROSTATIC VALVE WITH WELLPOINT
GRAVEL SUMP
STRUCTURAL DETAIL
DGE IN
G COLOR
4 — COPING
3s CONT.
•
18" MIN, FROM TOP OF
LIGHT TO WATERLINE
300 WATT 12v REMOVABLE
UNDERWATER LIGHT
— 8" WALLS
8" FLOOR
j DIAMOND BRITE FINISH
OM POOL
L
r CERAMIC TILE
T
5„y 4 24
12"
1
SLOPE OF POOL BOTTOM NOT TO
EXCEED 1' IN 7'
0
8" AntiVortex Main
0
Gravel &hp,
0
0
0 n
0
POOL
ANTI - ENTRAPMENT POCI. DETAIL
FLUSH BRICK COPING — --
v'iat Ir "" - Mill : �1
VENT LINE TO BE 1 ft MIN. ABOVE POOL WATER
11 drg max
Smooth Troweled
Plaster Interior
Finish
Drain Grate Shall Be
Secured In Place 6" Thick Walls
So That Tools Are
Required For Removal
SIZE: 25' x 28'
SURFACE AREA: 684 sq. ft.
GALLONS: 20,500
o
cn
1
3 #3 cont
2
J
SPECIFICATIONS
DEPTH: 3' TO 5'
PERIMETER: 103 FEET
TURNOVER RATE: 6 HOURS
ANTI -
ENTRAPMENT
3'0 —I
MAIN DRAINS TO HAVE ANSI /
ASME A112 19 bM ANTI VORTEX
COVER
POOL MAIN DRAIN
DETAIL
POOL MAIN DRAINS TO BE
INSTALLED 3' APART
INLET RETURNS: 4
PUMP: 2 HP
LIGHT: 300 WATT 12V
3) THE FOLLOWING IS DETERMINED BY
RATIONAL ANALYSIS. SOIL CONDITIONS IN THIS
AREA HAVE BEEN BY PAST EXPERIENCE
C ABLE OF SUPPORTING A POOL AND DECK
fO SIMILAR SIZE AND DEPTH. IF CONDITIONS
%DIFjER FROMQQDITIONS SPECIFIED ABOVE,
-l1 ENGINE �S. ALL BE NOTIFIED PRIOR TO
FURTHER CO ST CTION OF THIS PROJECT.
'r
4) ALL CONCRE�L' ONFORM TO A C.I
318.77. CONCR `"I AVE A MINIMUM
COMPRESSIVE TRMNGT OF 3,000 PSI FOR
PNEUMATICALLY PLAEE ONCRETE (GUNITE/
SHOTCRETE) AND 2,50 P S.I. FOR POURED
CONCRETE.
2) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS
CONNECTION WITH A DOMESTIC WATER
SUPPLY OR WATER DISPOSAL SYSTEM AND
SHALL MEET ALL REQUIREMENTS IN F B C
F. Keith Jells, P.E
P. E.#40727
Consulting Engineering
3200 Port Royale Drive N. #712
Ft. Lauderdale, FL 33308
954 -936 -9760
MARS POOLS
1000 E. ATLANTIC BLVD.
POMPANO BEACH, FL.
33060
SUITE 11
(954) 2142844
1 v www.marspools.com
i
POOLDESIGN.NET
DESIGN PER FLORIDA BUILDING
CODE 424.2
INCLUDING BUT NOT LIMITED
TO
424.2,6.6 ENTRAPMENT
PROTECTION FOR SUCTION
INLETS
424.2.17 RESIDENTIAL
SWIMMING BARRIER
REQUIREMENTS
GENERAL NOTES', STRUCTURAL
1) PLANS DESIGNED PER 2001 F B C,
2) THE SITE SHALL HAVE UNDISTURBED SAND,
ROCK, SAND AND ROCK, WITH A MINIMUM
BEARING VALUE OF 1200 PSF.
5) ALL REINFORCING STEEL SHALL BE
INTERMEDIATE GRADE DEFORMED BARS OR
NEW BILLET STEAL CONFORMING TO A.T.S.M.-
15. STEEL SHALL BE BENT, LAPPED, AND
PLACED IN ACCORDANCE WITH A.C.I.
STANDARDS AND SPECIFICATIONS.
PIPING:
1) ALL POOL PIPING SHALL BEAR THE N.S.F. -PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE
40 P.V.C. MIN. POOL PIPING TO COMPLY WITH
F.8.0 . POOL EQUIPMENT TO APPLY TO F B C.
BECK
RESIDENCE
1090 NE 92 STREET
MIAMI SHORES, FL
33138
1000 EAST ATLANTIC BLVD,
SUITE 100
POMPANO BEACH FLA 33060
(954) 941-1124
info @swimmingpoolplan com
1 4410
?\& )< I tAPUffit
MEM
PRIOR TO INSTALLATION CF ROUGH
ELECTRIC WIRING
NAMEPLATE DATA OF A/C
EQU'RMLNT, HOT WATER HEATERS
ANA CT „ER EQUIPMENT TO OBTAIN
CORRECT WIRE SIZES AND
0vERCURRENT PROTECTION.
1 ei e s SERVICE CAPACITY
Al 1;: SE PROVIDED,
.ECT TO ELECTRICAL
IN 4PECTION.
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