BPP-06-6501250—
NOTE: ALL PIPING 81-IOWN ON Tr -4ESE PLANS IS TO BE SCHEDULE 40, PVC -PW, NON TNREADED, NSF APPROVED. PIPING SNOWN AS CURvED IS FOR LOCATION PURPOSES ONLY. ALL PIPINCs t0 BE JOINED WIT{ -I APPROVED FITTINGS.
NOTE: THIS POOL SHALL BE EQUIPPED WITH
A SAFETY NET IN COMPLIANCE WITH ASTM F 1346 -91.
100.00
3
U.G.
ELECTRIC
SERVICE
PANEL
WATER
100.00
N.E. 92 STREET
SIT FLAN
I " =20'
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN
114E MINIMUM REQUIREMENTS, EITHER BY OWNER OR
BUILDING OFFICIAL, THE ENGNEER SHALL BE NOTIFIED.
1
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
tA-tA
J5
/ W[
�Q C
. /4/
ieeet— /0 s /,
4ptcP a of ptlik
igh v&eopirr
BULLNOSE
COPING
SKIMMER
INLET
ROSETTE
3' SHEER
/DESCENT
LED
— LIGHT
HAND
HOLD
MAINDRAIN
VACUUM
MAINDRAIN
l'6 "x6'0"
SWIMOUT
2"
PATIO BY
OWNER
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
I,z" VENT LOCATED A
MAXIMUM OF 40 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
IN FIELD
POOL LAYOUT
1/4" 61'0"
POOL
EQUIP
EXISTING
RESIDENCE
SNEET
I
67e 2
SE - 6, 2006
®•472=
*3 EARS AT 10" CENTERS
BULLNOSE
COPING
11L 1
6'
INLET
MAX. SLOPE
1:1
*3 BARS AT 10 ' CENTERS
ANTI VORTEX
AINDRAIN
*3 BARS AT 10" CENTERS ZD
POOL SECTION
NO SCALE
HYDROSTATIC
RELIEF VALVE
SET IN WASHED
ROCK BED
6"
*3 BARS At 10 " CENTERS
NOTE:
BASED ON INFORMATION PROVIDED TI-115
OFFICE, THE EXISTING SERVICE 15 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD THHN ISCONNECT
IN PUMP/TIMER
2
2 *CONDUIT D
200A SWITCH
METER
\ TIMER/ 2 *8 THHN + 1 *10 THHN
N 1/2" CONDUIT
31 HP HEAT PUMP
1- 2P -60A /
1- 2P -50A
1- 2P -20A
1 -1P-IBA
NOTE:- FROM TFIANSFORMER TO
- 4c;1 'ION fiQX:
300W 2 *10 THHN + 1 *12 THHN
150W: 3 *12 `11-41-11,1
151U CR 10DIJ: 2 *14 THHN + I *12 THHN
kLL 1%" CONDUIT
3 *12 THHN IN "z" COND.
16V
WRANSFO{RI'1ER
JUNCTION BOX
LED /12V/LGt
11,2 HP PUMP
3 *12 THHN IN 1,2" COND.
RISER D IAGRA1„I
0
0v..K Qty.
��1 u r
� '+: e,3. o-it' �"
,F '7, ••►ors ; -it'
■ .000 ');..
CHLORINE
GENERATOR
POOL HEATER
109,000 BTU (312 HP)
HEAL PUMP
AIR RELIEF
VALVE
POOL FILTER
CARTRIDGE 115 SQ.
FT. OF SURFACE AREA
*10x6" PAN
HEAD S/8
A A
►v
Doti
HEATER BASE
1 /4"xl1/2��
SCREW TE
FILTER- PUMP
RECIRCULATION PUMP
I1'2 HP, 15 GPM AT 60' TDH
SELF PRIMING
3"
*3 10 " CENTERS
5"
4' -6'L'
S,4R 8PL ICE
WALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR SLAB STEEL IS BENT
INTO WALL.
NOTE: JUNCTION BOXES TO BE LOCATED A
MINIMUM OF 5 FEET FROM WATER'S EDGE AND
12" ABOVE COPING OR DECK NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
BONDED. 5/5 LADDER
SLAB WIRE WEDGE OR HANDRAIL
MESH \ ANCHOR IF PROVIDED
W/ GROUNDING
JUNCTION `SCREW \
BOX N
RECIRC.
PUMP
*8 BARE COPPER \
WIRE +5 FOOTER
STEEL
NOTE: IF CONCRETE DECK
IS NOT PROVIDED, THE BOND
WIRE AT THE POOL STEEL
SHALL BE ENCASED IN 3" OF
CONCRETE.
NOTE: ALL PIPING SIZES SHOWN ON THE EQUIPMENT
ISOMETRIC SHALL BE MAINTANED TO FITTINGS.
EXCEPTION: ALL NLETS MAY HAVE 115" PIPE
WALL PENETRATIONS TO NLET FITTINGS AND
DETAILS ON NIS SHEET SHOWING OTHER SIZE&
EQUIPMENT ISOMETRIC
NO SCALE
POOL HEATER
POOL FILTER
RECIRCULATION PUMP
un ig
4' CONCRETE SLAB REINF.
W/ 6x6 10/10 WIRE MESH
ANCHORAGE DETAIL
NO SCALE
I- 1ANDWOLD DT,41L
NO SCALE
_.--- ..,_444v :p
lotetIVNLW
b
WATER LEVEL
WEIR
CERAMIC TILE
THROAT
1000L WALL
/%4.. 014:0
APPROVE • :°14
CONNECTOR
POOL STEEL
MAT
ADJUSTABLE LID
OPTIONAL
SEAT NOSING SE TILE
440
(/
30NDINC DETAIL
NO SCALE
CONCRETE
BASKET
(MIN 75 SQ.IN.)
SUCTION LINE
SKIMMER DETAIL
NO SCALE
*3 BARS AT 10" C/C
VERTICAL AND HORIZONTAL
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SWIMOUT SECTION
NO SCALE SOLID CONCRETE
ADDITIONAL
REINFORCEMENT NOT
REQUIRED
LIGHT
NICHE
LOA CALCULATIONS
GENERAL LIGHTING - 1100 50. FT.
AT3WATTS /SQ.FT.
uA rr5
5100
APPLIANCE CIRCUITS 4 LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REFRIDGERATOR
1200
DRYER
5000
WATER HEATER
4500
SUBTOTAL
34300
POOL LIGHTING
150
TOTAL
34450
FIRST 10 KW 1 k 0 PERCENT
10000
REMANDER 1 40 PERCENT
9180
AIR HANLER
15000
HEAT RUMP
6000
POOL PUMP
2100
TOTAL
42880
42560W 1 240V • 118.1 AMPS
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED
TO STEEL W111H APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP /
1,2" NON METALIC CONDUIT
70 JUNCTION BOX
2 *3 BARS
ACROSS NICHE
POOL WALL STEEL
UNDERWATER LIC 4T DETAIL
NO SCALE
OPTIONAL
34 "x2" BULLNOSE TILE
SEAT NOSING
*3 BARS .4T 10" C/C
VERTICAL AND HORIZONTAL
c
\v' :��O
- ,ti Ay 4-
OJ O'G
S1 -1EER DESCENT DETAIL
NO SCALE
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SWIMOUT SECTION
(ALTERNATE) NO SCALE
HYDROSTATIC UPL IFT
ELEY. TOP OF POOL WALL
10.66 l'
DEPTH OF POOL'
5.0 •
ELEV. TOP OF MAINDRAIN
5.66 y
MIAMI DADE COUNTY FLOOD CRITERIA
5 .00 r
ELEV. TOP OF MAINDRAIN
5.66 d
POOL IN FLOOD CRITERIA
' 0.66
LESS 2'0" HYDROSTATIC VALVE
- 134.1•
SLAB THICKNESS REQUIRED
6"
(.6
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB TI- IICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 PSF
AND THICKNESS OF SLAB
35
143,0
Z>
n 25
02.0
15
POOL DATA:
SURFACE AREA (SQ. Ft.)
539
VOLUME (GALLONS)
15092
TURNOVER (HOURS)
4.5
PERIMETER (FEET)
95
DECK AREA (SQ. FT)
SEE POOL LAYOUT
10 /2°
10/2"
10 /2"
BULLNOSE TILE 10 /2"
(OPTIONAL)
STEP SECTION
NO SCALE
6" 8" 10" 12" 14" 16" 18"
SLAB THICKNESS
POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, 71415 POOL AND /OR SPA SHALL SE
PROTECTED (At THE OW•ER'S EXPENSEFROM UNAUTHORIZED AQCCESS
IN ACCORDANCE WITH ONE OF THE FOLLOWING.
1. A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
OF NE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH R4I01J1 OF THE FLORIDA BUILDING CODE 2004 EDITION.
ACCESS THROUGH THE BARRIER SHALL EE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH THE ABOVE NDICATED ARTICLE.
IF A PART OP THE HOUSE IS TO BE USED AS THE BARRIER ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT 14A5 A MNIMUM
SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 15 EITHER HARD
WIRED OR OF 714E PLUG -N TYPE. THE EXIT ALARM SHALL PRODUCE A
CONTNUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT 714E HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. NE ALARM SHALL BE
EQUIPPEDJWItH A MANUAL MEANS TO TEMPORARILY DEACTIVATE 714E
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. 714E DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 NCHES ABOVE THE THRESHOLD OF THE DOOR
2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER SHALL 13E IN COMPLIANCE WITH ASTM F1346.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINMUM OF 45 NCI-ES N HEIGHT SHALL
EE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL SE PERMANENTLY INSTALLED
AT ONE END WHICH CAN ONLY BE REMOVED SY TOOLS.
4. A COMBINATION OF 714E PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
PROVIDE SCREEN
MESH AT JOINT
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HIGHER VENT DETAIL
NO SCALE
PLUMBING NOTES:
1. ALL POOL AND EQUIPMENT PIPING SHALL SE SCHEDULE 40,
PVC -PW, NON- THREADED, NSF APPROVED SUPPORTED CONTNUOUSLY
ON GROUND OR ON MAXIMUM 410" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING SHALL SE 2' DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MANDRANS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP N ACCOWANCE
WITH THE FLORIDA BUILDING CODE
b. ALL PIPING SHALL SE NSTALLEP N ACCORDANCE WITH THE
FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER-
TANS TO BOUYANCY.
1. THE WATER VELOCITY THROUGH ALL. SUCTION PIPING SHALL
BE LESS THAN 5 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NO1AL OPERATING TEMPERATURES.
54/5E'T
2
NOTE:
HOSE 5I138 UJNACUIJM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WITH FSG R4I01.3
DISPOSAL TO C 1PLY WIN FSC R4101.10.1 - 84101.103
COVERS REQUIRED, PLANS TO COMPLY WITH FSC 13- 612.1ABC232
WATER HEATING EQUIPMENT TO COMPLY WITH FJ3C. R4101.14.1 - R4101.143
SWIMMING POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND NSTALLATION REQUIRDVNITS N ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMBUSTION AIR VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER PBC. R4I01.14.4
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK SHALL I3E ACCOMPLISHED IN COMPLIANCE
WITN FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL SE LOCATED WITHIN 100"
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL SE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE 70 THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO NE ELEMENTS.
VENT LINE LENGTHS:
1 HP OR LESS PUMP = 30 FEET
11,2 HP PUMP • 40 FEET
2 HP PUMP • 55 FEET
21/2 HP OR LARGER : 14 FEET
VENT LINES DESIGNED TO
PROVIDE RELEASED IN 3
SECONDS OR LESS AT A
MAX. VACUUM OF 4.5" Hg.
'4r -4 ,or/y
ifSb.",
AS PUMP
SUCTION / ?TEE "A
SAME
ritk /7> ri
11/2" HYDROSTATIC RELIEF
CUBE. ONLY ONE REQUIRED
MAINDRAJN DETAIL
NO SCALE
STRUCTURAL NOTES:
L ALL POOL CONCRETE SHALL DEVELOP A 111N1MUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MNIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL PECK CONCRETE (WHEN INSTALLED UNDER THESE
FLANS) SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
4. THE DESIGN OF 71415 PROJECT HAS NCORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGNEERNG PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL BE 15' IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
✓ SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE
FOR THE DESIGN SEARING CAPACITY OF 2000 P".iF.
HOWEVER IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGNEER SHALL SE NOTIFIED.
Elevations shown hereon are with references to the National Geodetic
Vertical Datum (NGVD) unless otherwise noted.
NOTES
THIS PROPERTY DESCRIBED AS: LOTS 18 AND 19, BLOCK 2',
"MIAMI SHORES SECTION ONE", ' ACCORDING TO THE PLAT THI1R OF
AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PJBL irk t' �} •'° ` "'
RECORDS OF DADE COUNTY, FLORIDA.
CERTIFIED TO:
RAND LIEBER AND PATRICIA LIEBER
I
ATTORNEYS' TITLE INSURANCE FUND, INC. .` �" %fir �,!
TRANSAMERICA TITLE SERVICES INC. ! '.
SOUTHTRUST MORTGAGE CORPORATION, ITS SUCCESSORS VD Oa � "'_'
i ASSIGNS
', •� • Iii
1) Ha Pf../ATT ESEr, -■ EN TS Oi i T4-Ii '-off- .
2) N a Wel e)t_ �EA�biE -ice
l
•
(
',r!
':
�
The flood information shown hereon does not imply that the referenced property will or wit not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. I
0
Z
W
Z
Q
C.
O
v
N
��
1
-
EC
o
"
a
o
D.E. = Drainage Easement
RES = Residence
R/W = Right -of -Way
P.R.M. = Pennanem Reference Monument
F.D.H. = Found Drill Hole
W/M =Water Meter
CONC.= Concrete
U.E. = Utility Easement
D.M.E. = Drainage & Maintenance Easement
Ch -= Chord
1E.= Property Line
B.C. = Block Corner
N
•
OOD ELEV.
6fl�."
tom' QL -.i-E 'r 7. Q' i PN.ALT PAVCMEctT „
%w
' t Oa Oa
1.
Ate
`o
t�
--,N.
\Y, P,
ICJ k--
-v.
.-
p,
, V
QJ
(�
00
�.4-
(9.
9
IAb'
r L
tP
�:.
Underground features, if any, not identified nor located except as may be
indicated hereon.
CLF = Chain Link Fence
WF = Wood Fence
CBS = Concrete Block Stucco
R = Radius ER. = Found Rebar
NC = Air Conditioning
C.B. = Catch Basin
E-
33."
WA LC., N
re-
'
,
11,
tO. �
rzG. o+
LOWEST FLOOR ELEVATION _
LOWEST ADJACENT GRADE _
22.r,'t l^ �
ow
_
N�
�'
X
o. t5'
01.. '
1( X
'- --4.�'
t COWCs. 61-4 5
;:
-
-
.R
aNc:f�
2Cv.Z0
P.C. = Point of Curvature
P.T. = Point of Tangency
P.C.P. = Permanent Control Point
T = Tangent
F.N. = Found Nail
M.H. = Man Hole
-p
t
-0. C1'
') : ^
. i�tl
5'
•
� rL.t
••
V
2E5:
--
`
a 70
_
W rs
a
m
�a.�jc► ice'
.
137
The survey shows platted easements and right -of -ways. There may exist
additional restrictions and /or encumbrances which affect this property.
CL = Clear
ENCR. = Encro'aching
Z.= Center Line
A = Arc Length
P.C.C. = Point of Compound Curvature
0/H = Roof Overhang
_�
. N _. `
' �, .7Q
'I`"
•0
1 0Q .,J!
' �A
..
• ..
X39
ii
. (� 5:0,,
NOTES / REVISIONS
V�..Veto.,= \vAi..4..: • . COI ' • a: ' - .'' .
EI.R = Found Iron Pipe
S.I.P. " ='Set Iron Pipe & Cap
F.N. & 0 = Found Nail & Disc
A = Angle of Deflection
PRC = Point of Reverse Curvature
P.I. = Point of Intersection
Nom_
Y
a
q:., ll
'
I---
N_
•
U
t.,.
j
16..S rHA PQUt =-.M EMT .
KJ.E. esD2P° T't .T
PROPERTY ADDRESS: 1''b7 114 t•,,1. G. 1-to
aTe J 1 IA tA.1 l 6�- {-bi E3 J ft PA
NOT VALID
UNLESS SEALED
WITH THE
EMBOSSED SEAL
OF
CERTIFYING
SURVEYOR
CERTIFICATE BOUNDARY SURVEY
I hereby certify that this sketch of survey of the hereon described
property is a true and correct representation of a survey made under
my direction and that said survey is accurate and correct to the best
of my knowledge and belief, and unless otherwise shown, there are
no visible encroachments. 1 further certif that the survey represent-
ed hereon meets the Minimum Tech ' - • lards as se orth by the
Alvarez, Alguesvives & Associates, Inc.
Professional Land Survey ors,
Y
8230 Coral Way, Suite B
Miami. FL 33155
(305) 385 -0385 Office
(305) 385 -0623 Fax
(305) 298 -2706
Florida Board of Professional Land S ' •yors in C.- ,ter 61G17 -6
Florida Administrative Code, purs to Sect's '/78.027 Florida
Statutes. /
Date: - ()/ r v 4.- _ « •
cafe: it �i
- -
Job No.
FL Reg. No: 4327 Rene gs
z
II' -10"
INLET
(TYP)
SKIMMER
0
II7I IyI
4 N 4
3' -0"
DEEP
BENCI -1
12' -6"
1' /J 11 / II
lQ' -0•
II : • •
(ANSI -ASME A I12.19.6M)
FEED LINE
COVERS ON
DRAINS
30' LONG
20' -4 "R
Z
0
v
1ST.
SIP.
12' -6"
1- 4ANDWOLD
MAX. SPACING
a 46 "(TYP)
VACUUM LI
U.J. VAG L
PER 42
.6.6.E
3 L.F. OF 6"
RAISED BEAM
18" RECES
SUJIMOUT W.
EDGE
•
10' -0"
SEE SCHEMATIC
FOR DTLS
AND SIZES
h" VENT LINE
VERIFY LOCATION
VERIFY PLANTING
VERIFY PLANTING
POOL
EQUIP
SLU I (1.1 ING FOOL
LANDSCAPE SCREEN
EQUIPMENT PER CODE
EQUIPMENT LOCATION
AND CONFIGURATION
MAY DIFFER IN FIELD.
15' -0"
ESIENCE
YEKTA KAVASOGLU
P.E. • 41310
VEDAT DEMIREL
PHD., P.E. N 49522
FRES ENCE
s
H N
ww
FCCL FLAN
SCALE: 1/4" = 1' -0"
NORTI-1
10 -13 -05
CIVIL -STRUCTURAL
1 ALL FLOORS < 'PALLS OF POOL *O BE PNEUMATICALLY
APPLIED CONC. LJITH A 28 DAY COMPRESSIVE
STRENGTH GP 2500 P3I.
2. ALL REINF_ TEL tG ‘:ONFORM `O A:S_T.M. 615 GRADE 60. 11.
3, ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. NO POOL CONSTRUCTION 5! -TALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN Sfi.NpG C P. R(}CK UNICH SHALL BE COMPACTED
TO PROVIDE A :iAFE BEARINa CAPACITY OF 2000 PSF. ANY
ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL
ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DEMUCKED)
N THEIR ENTIRETY, AND THE AREA SHALL 8E BACKFILLED
WITH ACCEPTABLE SOILS AND COMPACTED IN 12" THICK LAYERS.
WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE
TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED
FOR PILINGS_
5, N ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHOD
AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON-
SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES.
10.
h. THE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR.
SHALL VERIFY ALL DIMENSIONS N THE FIELD AND ESTABLISH
LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER
SHALL VERIFY LAYUOt SHOWN AND ALL DIMENSIONS PRIOR TO
CONSRUTION.
1. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT
THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AND
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY.
N GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER
a POOL SLIDES TO BE INSTALLED N ACCORDANCE WITH
THE LATEST U.S. GOVERMENT SAFTEY STANDARDS.
9_ MAXIMUM TEMPERATURE OF WATER SHALL NOT EXCEED
102 DEGREES F.
12.
MIN 4' FENCE WITH SELF - LOCKING GATES REQ_
AROUND ALL UNSREENED POOLS.
WHERE POOLS ABUT OR ARE PLACED NEARBY
SEA WALLS OR BULKHEADS, SPECIAL CARE
SHALL BE EMPLOYED. THE WALLS SHALL BE IN
GOOD CONDITION NOT PERMITTING ANY SHIFTING
OR REMOVAL OR LOOSENING OF THE SUPPOR-
TING SOIL AWAY FROM THE POOL. IF THE
WALLS DO NOT FULLY CONTAIN THE SOILS
BEHIND THEM, THEY SHALL BE REPLACED OR
REPAIRED. CONTINUAL MAINTENANCE OF THE
WALLS IS REQUIRED OF THE PROPERTY OWNER
WHEN EXCAVATING FOR THE POOL, THE SEA-
WALL TIEBACKS SHALL NOT BE CUT. NOTIFY
THE ENGINEER FOR INSTRUCTIONS, WHEN CONC.
DEADMEN FALL WITHIN THE EXCAVATION.
THE CONTRATOR SHALL BACKFILL TI-4E POOL SHELL
WITH CAUTION. THE PLUMBING SHALL NOT BE DIS-
TURBED. BACKFILL SHALL SE ACCOMPLISHED WITH
CLEAN SANDS FREE OF ANY ORGANIC MATERIALS
AND SHALL BE PLACED IN 12" THICK LAYERS.
EACH LAYER SHALL BE COMPACTED TO 90% OF THE
SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY.
SOILS BELOW THE PATIO 51-1ALL BE PLACED IN
A SIMILAR MANNER
13. WHERE PATIOS ARE INDICATED ay OTHERS, THE
PATIO DESIGN NOTES SHOWN ON THE TYPICAL
WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS_
14. WANING: TO EMPTY POOL AFTER CONSTRUCTION,
FOR REPAIRS OR ANY OTHER REASON THE HYDRO-
STATIC UPLIFT PRESSURES BENEATH THE POOL
MUST BE ELIMINATED TO PREVENT TI-4E POOL FROM
FLOATING UPWARD. TI-4E OWNER MUST CONSULT A
POOL CONTRACTOR OR POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES_
15. THIS PLAN REMAINS THE PROPERTY OF THE DES-
IGN ENGINEER IT I5 NOT TRANSFERABLE FROM ONE
CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER
11/2.
VENT LINE
PRESSURE GAUGE AND AT GRADE
AIR RELIEF VALVE
FILTER
\ �I
2 "3CO
BULLNO
BRICK
WATERLINE
INTERLOCKING BRICK
PAVERS SET IN SAND
ON COMPACTED FILL
1 1/2"
131,000 BTU
HEAT PUMP
SKIMMER
PUMP W/
—1-1A1R 4 LINT
STRAINER
6" CERAMIC
POOL TI
*3 At 10" ON CNTR
EACH WAY.
6"
EE DRAIN DETAIL ON
PAGE 2 OF 2 FOR DRAI
SPACING AND TYPES
PIPING SCI- 1EMATIC N.T.S.
IMPORTANT NOTE:
6" MIN. POOL
FLOOR THICKNESS
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR
DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING.
30'
24'
6'
1:1 MAXIMUM SLOPE WATER LINE
IN SHALLOW END MAIN
DRAIN
LONGITUDINAL FOOL SECTION
N.T.S.
WP MANUAL STARTER SWITCH
TO SERVICE
PANEL
WP GFI 10' TO
20' FROM WATER
TC
SPST TOGGLE
SWITCH
48" MIN.
an
MIN.
PUMP
MOTOR
1 -2P -20 MOTOR/12 AMP
1 -1P -15 100W LIGHT 5 AMP
111 HEAT PUMP'
3 =5 IN 1".'COND
POOL
DECK
JUNCT.
BOX
12V 100W LITE(POOL)
W/ LOW WATER
CUT OFF DEVICE
12Y TRANS.
3- 12 IN 1/2 COND. NOTE:
- CORROSIVE ALL ELECTRICAL
COND. SHALL CONFORM
HEAT
PUMP
W/ ART_ 680 N.E.C.
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT. W/ "8 WIRE
ELECTRICAL DIAGRAM
Y1--Frli3R
A— ST LTEX FORM OR
KRAFTBOARD OR EQUIV.
AT 10" ON CENTER
EACH EBS CENTERED FODPTUP
TYPICAL WALL SECTION
(FOR DEPTHS TO 6' -0 ")
HYDROSTATIC
VALVE 1 1/2"
GRATE TO BE FASTENED
WITHSCREWS
WELL POINT
THREADED PVC
PIPE
REMOVE GRATE AND WELL POINT
VALVE FROM MAIN DRAIN, AND
ATTACH AUXILLIARY PUMP LINE
WHEN EMPTYING.
WELL POINT DETAIL
3/4" ROCK BED
( MN. 3 YDS.
ROCK TO STABILIZE
SOIL)
N.T.S.
WATER LEVEL
1)
_1
1!1 �
L SEE T F'ICAL WALL SECTION
NOTE: STEP STEEL NOT READ.
ENTRY STEP DETAIL
POOL DATA 4 EQUIPN1E:NT
SIZE: 25' X 33' DEPTH: 3' TO 6'
CAPACITYI8,143 GAL.
PERIMETER:92 L.F. 539 SF.
PUMP :11/2 H.P. WHISPERFLO QTY RETUt * :3
FILTER: 200 F. CART_ LIGHTS: 12V FX LITE
TILE: 6" SWIMOUT: 18" X 60"
COPINGBULLNOSE -BRICK HEATER:131,000 HT. PUMP
CLEANING LINE: YES SCREEN:NONE
CHLORINATORNONE
TYPE OF PATIO: PAVERS SET ON SAND DOD: NONE
EXIT RAILINGS: NONE
AUX POOL PUMP :NONE LIGHTS: N/A
AUX POOL SF: N/A RAISED: N/A
QTY JETS: NONE QTY GLASS BLOCK'310NE
BLOWERNONE HANDHOLD: CERAMIC
INTERIOR FINISH: DIAMOND BRITE SPILLWAY: NONE
TURNOVER 12 HOURS ( MAXIMUM ) 3.36 HRS.
AUX POOL TURNOVER RATE: N/A
MSC: LARGE 1ST POOL STEP. 12" RAISED BEAM W. WATER
FEATURE W. FEED LINE. BENCHES AT POOL STEPS.
BARRIER NOTES:
OUTDOOR SWIMMING POOLS 4 SPAS SHALL BE PROVIDED
WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED,
INSPECTED AND APPROVED. PRIOR TO PLASTERING OR
FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE
IN ACCORDANCE WITH SECTION 5001 F.S.C. S LATEST EDITION.
(SPECIAL PROVISIONS / SF.B.C. 5001.5 4 ANSI/NSPI 5/95
WARNING SIGNS:
1) ALL SWIMMING POOLS AND SPAS AND HOT TUB AREAS
SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING
SIGN IN A READILY VISIBLE LOCATION FROM THE POOL
AREA. (APPENDIX F ANSI/NSPI 5/95)
2) EACH SAFETY WARNING SIGN SHALL WAN AGAINST SHALLOW
WATER DIVING, PREVENTION OF DROWNING, AND INCLUDE THE
FOLLOWING STATEMENT (THERE 15 NO SUBSTITUTION FOR ADULT
SUPERVISION OF SMALL CHILDREN_ IT IS STRONGLY RECOM-
ENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPER-
VISION BE TRAINED IN ARTIFICIAL ,<4ESPERATION AND / OR
C_P_R
ALARM NOTE:
ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL
SHALL BE EQUIPPED WITH AN ALARM W141C14 PRODUCES AN
AUDIBLE WANING WHEN THE DOOR OR IT SCREEN 15 BEING
OPENED. THE ALARM 51-1ALL SOUND CONTINUASLY FOR A
MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND
BE CAPABLE OF EMMITTING A SOUND OF SUFFICIENT VOLUME
TO BE HEARD TO THE DWELLING. THE ALARM SHALL 8E
EQUIPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE
THE ALARM FOR A SINGLE OPENING. TI-4E DEACTIVATION
SWITCH SHALL BE LOCATED AT LEAST 34 INCHES ABOVE 114!
THRESHOLD OF THE DOOR.
8" DRAINS
(ANSI - APPROVED A 119.8)) ANTI-VORTEX COVERS
(TYPICAL OF 2)
2" SUCTION LINE
NOTE: SECTION CONFORMS
)1 iz " PENT LINE TO F.B.C. 4242663
---ri •
(MAX L GTH 30')
NOTE: THIS VENTING SYSTEM WILL LIMIT THE TRANSMISSION
OF SUCTION AT THE OUTLET TO A MAX_ OF 4S INCHES
OF MERCURY.
: LABEL VENT " POOL SAFTEY DEVICE DO NOT HANDLE"
DRAIN DETAIL
FOR POOL
11/2" PIPE FROM
POOL /SPA DRAINS
GRADE
MESH END OF
VENT LINE PER
CODE.
LABEL VENT LINE
" POOL SAFETY DEVICE DO NOT HANDLE"
VENT LINE DETAIL
NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TO
THESE DRAWINGS SHOWING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS -BUILT CONFIGURATIONS IF
DIFFERENT FROM THESE DRAWINGS_
18"
SWIMOUT DETAIL
4" THICK REINFORCED
1
E— CONCRETE SLAB PER
F_B.C. 1820.3
11-0 -a 1
0
POOL
FILTER
HEATER A
IF NOTED POOL/SPA OTR(S)
NOTE: ALL ANCHORING BOLTS THRU BASE
3/8" LAG BOLTS FOR ALL EQUIPMENT NEEDED. BRICK —, i— POOL PATIO
SOIL STATEMENT
SOIL AT SITE IS SANDY AND HAS
A 2000 P5F SAFE BEARING CAPACITY
AFTER EXCAVATION AND COMPACTION
SHOULD ANY MUCKS, MARLS, OR OTHER
ORGANIC SOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD BE REMOVED
IN THEIR ENTIRETY, THIS POOL REQ. 1000
PSF BEARING CAPACITY.
HYDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELY. FOR AREA =
TOP OF POOL ELV.
BOTTOM OF POOL ELV.
HYDRAULIC HEAD =
ALLOWANCE HYDROSTATIC VALVE.
NET HYDRAULIC HEAD
1,0 MSL
9.85 MSL
5.85 MSL
1.15
-2.0'
-0.85
USE MIN. 6" THICK CONCRETE FLOOR SLAB
LE AL_ DESCRIPTION
LOT: 33 BLK: 30
SUBDIVISION: FOLIO • 30- 4929 - 018 -0080
PLAT BOOK: PG:
PUBLIC RECORD OF: DADE COUNTY
: SEE MANF. SPECIFICATIONS FOR ANY
ADDITIONAL DETAILS OR ANCHOR POINTS.
: THIS DETAIL IS COMPLIANT W. F.B.C. 301.13
EQUIPMENT ANCHOR DETAIL
125'
12.5'
6.16'
12" MAXIMUM
POOL WATER
LEVEL
100.00
POOL
-EQUIP
UNDERGRND
ELEC,
cn
6
CA
APPROVED HANDHOLD
MAX. SPACING 0 48"
I- IANDHOLD DETAIL
51.50'
200A
eeRV.
RESIDENCE
GARAGE
WATER
LINE
SEWER
LINE
100.00
SITS ALAN,
NOTE: UTILITY LOCATIONS PROVIDED
BY POOL CONTRACTOR., VERIFY
PRIOR TO CONSTRUCTION.
SCALE: 1" : 20'
ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD
YEKTA KAVASOGLU
P.E. " 41310
VEDAT DEMIREL
PH.D., P.E. " 49522
10 -13 -05
CIVIL - STRUCTURAL
Z
w
z
ti
(I)
0
v
(n
0
0
0_
El
0
0
0
,0
th
0
pw
O
s
N
W t�
u1
s
G
EPPc& G5O
ARC -' ,NED
ZONING
•STRUCTURAL
ELECTRiCA..
BY DATE
{ ` COVED
AR 1 4 2006
PLUMB :NG
MECHAN.CAL
B:.DG.
ith:10
SUSJECT TO C1:MFLIAN'E VdT':i ALL iEJt,R,AL
STATE AND COUNTY RULES AND REG.;i,A(ID
NOTE: ALL PIPING SHOWN ON THESE PLANS IS TO 8E SCHEDULE 40, PVC -PW, NON THREADED, NSF APPROVED. PIPING SHOWN AS CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS.
BRICK PAVERS
WEDGE
SAND BED
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
PAVER DETAIL
NO SCALE
P
POOL DATA:
SURFACE AREA (SQ. FT.'
539
VOLUME (GALLONS %
15092
TURNOVER (HOURS)
4.5
RERIMETER (FEET)
95
DECK AREA (SQ. FT.)
666
o
2
NOTE: THIS POOL SHALL BE EQUIPPED WITH
A SAFETY NET IN COMPLIANCE WITH ASTM F I346 -31.
100.00
5150
SEPTIC
TANK
3636
EQUIP
33.186
U.G.
ELECTRIC
SERVICE
13ULLNOSE
COPING
SKIMMER
SKIMMER
ROSETTE
3' SHEER
DESCENT
LED
— LIGHT
HAND
HOLD
MAINDRAIN
t'IAINDR4IN
TUMBLED MARBLE
PAVERS OVER
SAND BASE
t'6 "x6'0"
SWIMOUT
r1
METER
WATER
100.00
N.E.'32 STREET
SITE PLAN
1" ■ 20'
REVISION:
ADDED DECK
AROUND POOL
15' -1"
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUM REQUIREMENTS, EITHER BY OLLisER OR
BUILD•G OFFICIAL. THE ENGINEER SHALL BE NOTIFIED.
I'2" VENT LOCATED A
MAXIMUM CF 40 FEET
FROM MA1NDRAINS
VENT LINE LOCATION
TO BE DETERMINED
N FIELD
POOL LAYOUT
1/4 " =1'0"
POOL
EQUIP
WEATHERPROOF GFI
RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
EXISTING
RESIDENCE
.514/EET
I
�C
2
0
r)
A4P
vry
k0 A
tid
sl " nl
iVVtA
Oc o
Lkt
'OP
k
V 44
'mil ;'
‘)
1:II,' Win: iQis
C I ER
21, 2001
p.47E
PERMIT #:/‘Z-f-07 2 7
Miami Shores Villa•e
APPROVED
,.. Y DATE
ILMIllVA"
Wir allri° A A
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANC-I
STATE AND COUNTY
TH ALL FEDE -.AL
RULES AND REGULATIONS
NOTE: ALL PIPING 51 -4O01 ON THESE PLANS 15 TO BE SCHEDULE 40, PVC -PW, NON THREADED, NSF APPROVED. PIPING SHOWPI AS CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS.
WWEE[ CE
SAND BED
BRICK PAVERS
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
PAVER DETAIL
NO SCALE
¶
FOOL DATA:
SURFACE AREA (SQ. FT.)
839
VOLUME (GALLONS)
15092
TURNOVER (1-4OURS)
4.5
PERIMETER (FEET)
95
DECK AREA (SQ. FT)
666
CITY
Y
APR 2 6 2007
BY:.I 14
BLDG DEPT +>
SUBJECT TO COMPLIANC TH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
0
1-
r
n
4,9" HIGH CHILD .FENCE
LOCATED A MINIMUM F
20" FROM POOL'S °WATER
EDGE.
100.00
0
1
r
n
U.G.
ELECTRIC
SERVICE
100.00
;MIAK SNORES SEC. ONE AMENDED
N.E. 92 STREET
SITE FLAN
1 " =20'
REVISION:
CHANGED BARRIER FROM
NET TO C1-111D FENCE.
NOTE, CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR To
EXCAVATION. SHOULD ANY SETBACKS SE LESS Ti-IAN
7HB MNII'IUM REQUIREMENTS, EITi -ER SY OWNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL SE NOTIFIEP.
11/2" VENT LOCATED A
MAXIMUM OF 40 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO 5E DETERMINED
IN FIELD
FOOL LAYOUT
1/4".110"
POOL
EQUIP
WEATHERPROOF GFI
RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
EXISTING
RESIDENCE
0
0
0
0
0 0 0
/./R DER PE
C /v /L
/??9?
APR 20, 2001
DATE