HomeMy WebLinkAboutPOOL PLANSj_..._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._
I Spread fill in this area
COPY !
FILE
I !
j C0NCEgLEp FASTENERS OR ATTACHMENTS I
1UTy OF E
CONTRACTOR OR RECORD
I !
j GARAGE Driveway
I '
I
i I
8X8 FOOTER W/ 2 #3'S I
BUNDLE� OR 1#5 FILE COPY
151 ft. 7 in.
I o
5 ft. 0 in.
I R
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j 29 ft:'0 in.
4 ft. c_
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a 4'6" deep 4' DEEP
44
\sure
.............................................. o ° Vac °
SONAR AL RM
00
OWNER TO TAKE
DOWN SECTION OF
FENCE
39' to pl Watch out for buried line!
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
AREC TOR OR RECORO OF E
JET
1'
1'
1'
6 ft.
40 ft. 7 in.
Let owner know when to
call in for a formboard
survey
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE t
shelf CONIT3ACTORORRECORD /
/
1
Umbrella hole
14 ft. 8 in.
4" step down
i
I
i
OW4R TO TAKE
DOWN SECTION OF
FENCE
1
i
T SUB o AN CPROPOSED
RPE�O�S1�EppDN�$OFiIC
Flow Rate: 71.28 Gal/Min REQUIRED BY FlELD IN8PECTORSTHAT
Your Head Loss: 49.84 Ft MAY BE NECEBSARY IN.QRDERTO
COMPLY WITH ALL APPLu�% E CODES.
Maximum Flow Rate
at Maximum RPM:
71.28 Gal/Min Ensure the drain cover max flow
rating is not exceeded.
��,2 Ct'lI : (I vz.7--0
ST. LUCIE COUNTY BUILDING D N
REVIEWED FOR COMWANCE 0,
PLANS AND PERMIT MUST BE KEF
SITE OR NO INSPECTION(S) WILL
Existing fence
Owner to make sure it is
to code 13 X 29 POOL
4 TO 4'6 DEEP
84LF 376 SQ FT
SUPERMAX VS PUMP
POSI CLEAR 150
FILTER
790 SQ FT DECK
11,000 GALLONS
32" CHANNEL DRAIN
2" INLET
2" DISCHARGE
3-3/8" RETURNS
Or/Veway
BRING WOOD
OR ATTACHMENTS
31UTY OF THE
3RECORD
FILE COPY
VINNY ERRICO
7502 SEBASTIAN RD
205-4876
LAKEWOOD PARK
CRYSTAL POOLS
k6S0 USL
VERB BEACH, FL. 92967
567-9067
1
RooO���%i� FEB 2 t pI�nlitting
O Lucie COunty,
\� as ', `'C
p , 20
T sT * On m _ 9 �
. r.. I 000 FEB 2 0 2019
��
,en 20TN WRY
ENGINEERING, INC
VERObeJ1CI ft52seo
mxlsesooss HMO
o"x.`"""t"na ASSO,Eq
ENSWEERMXi
(32,12�',5
QM M4Mpod ROM&
SCANNED
6Y
l qoa -, 0 5W St. Lucie County
LEGEND OF SURVEY
A/C
AIR CONDITIONER
A
DELTA ANISE
AVE.
AVENUE
AM
AVERAGE
B.B.
BEARING BASE
B.M.
BENCH MARK
BUL
BLOCK
BLvC
BOIAEVARD
C
CURVE
C.B.
CHORD BEARING
CD.
(NOW DISTANCE
C.B.S.
CONCRETE BLOCK
STROCRAIE
CEN7ETA.RTE
C.L.F.
CHAIN LINK FENCE
C.M.
CONCRETE MONUMENT
CM.P.
CORRUGATED METAL PIPE
CONIC
M
CONCRETE
COUNTY ROAD
CT.
COURT
D.
DEED
D.B.
DEED BOOK
DIST.
DISTANCE
E
EAST
EASE.
EASEMENT
ELM
ELECTRICAL
EL
ELEVATION
F.F.
FIRST FLOOR
ENO.
FOUND
FP.L
FLORIDA PALER 6: IKM
LAID.
GROUND
N.P.
UGH PORT
ITEM WALL
i.T
FINE HYDRANT
I.P.
IRON PIPE
UL
IRON ROD
INN.
INVENT
L
LENGM
La.
LIMITED BUSINESS
LIGHT POLE
M.
MEASURED
MA
MANHOLE
RAL'M.L
MEAN HIGH MIER UK
MO.
MCNIIXT
H.
NORM
NLAV.D. NORM AMERICAN
NA
VERDATUld
R�ADIALL
O.H.W.
DYIIBffAD WIRES -
O LB.
OFFICIAL RECORDS BOOK
PC
PAGE
P.
PLAT
P/K
PARKER—KALON (TYPE OF
RD
PCNT KE KiINVARLiE
P.C.P.
PERMANENT CONTROL POIN
Pi
POINT OF INTERSECTION
P.O.B.
POINT OF BEGINNING
P.O.0
POINT KE COMMENCEMENT
P.R.M.
PERMANENT REFERENCE
MONUMENT
PROP.
PROPOSED
POOINTPV fiR POLE
TANGENCY
R RAOUS
RADIAL Olt
VR
OF WAY
SOUTH
SEC
SECTION
SOFT.
SWAG FEET
SR
STATE ROAD
ST.
STREET
STA.
STATION
M F
TELEPHONE
Tall
�70P0�/WW
Tom
AL
TIT.
TRACE
TW5P.
70INSHIP
UM)
UTLTTY ! DRAINAGE
UJL
UN EMAB E
W.
WEST
®
WAIM METER
NY
WA1Et VALVE
®
WELL
'—•
COMBINED, LOTS
LEGAL DESCRIPTION- ALL OF LOTS 1+2. BLOCK 3G
LAKEWOOD PARK UNIT NO. 4
L 0 " 14 ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK it PAGE 2 OF THE PUBLIC
RECORDS OF ST. LUCIE GO_ FLORIDA. SAID
LANDS LYING IN ST. LUCIE CO.. FLORIDA.
CONTAINING 0.49 ACRES MORE OR LESS
1/2 IP.
SURVEY NOTES:
L9'S'
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF
RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
5. NO STRUCTURES OR UTIUTIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE
SUPPORTED WITH AN 18" LONG #5 REBAR
LOT 3
ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP
AS LABELED ON SURVEY.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
F
CERTIFIED TOe
VINCENT ERRICO
G-1
R=20.00' RAD_
L=3141'
A=a959'31'
05-N45*or39'W
GD=28.2&
G-2
R=183.45' N.R.
L-23.84'
A-7'2V45'
GB-NO3*41,29'E
CD=23.82'
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID VATHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
s /
-
14
HAYHURST LAND SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER CL.D. 73G4-)
SURVEYING Be MAPPING COIViPANY
445 9TE-i Sr. S.W. TJn-- it7
VERO BEACH, FL. 32982
PHONE: (772) 569-6680
FAX: (772) 770-3446
hayhurstlsQive.com
SURVEY TYPE
BOUNDARY
DATE:
REVISIONS:
INT.
FLOOD ZO . A
EFFECTIVE DATE. 12/4/12
PANEL NO., IMIIC0070 J
DRAWN BY: L.E.H.
CHECKED BY:
W.E.H.
FIELD BOOK 373
PAGE Na 01
HE D DATE: 07/09/18
Ste:
0BNO:18-309
MIN. SET ACK REQ.
FRONT
SIDES
CNR SIDE ad _
REAR
ZNG._
TECH.
FILE COPY
<r�>�,�-i -��0L o`��
M &
M 24 80
I-
21 0
14
G 18 80
h
4 13--50
12 40
w 9 JO
U 6 +20
2 J 10
0
0 0
13
a
THE POOUSPA WILL MEET THE SAFETY FEATURE/BARRIER
REQUIREMENTS OF CHAPTER 616 FLORIDA STATUTES AND SECTION
R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.
STAR -RITE SUPERMAX VS
VARIABLE SPEED PUMP
0 10 20 30 40 50 60 70 80
90
IW 110
120 GPM
4
0 36 76 114 151 189 220 265 30J
341
379 416
454 LPN
US GALLONS PER MINUTE
PUMP MODEL: 343000
tL1 i/2 N.P. RPM CURVE A
CURVE B
CURVE C
/M SYSTEM CAPACITY. 103 GPM 3450 56
36
74
1725 19
16
37
600 10
6
13
■■■■NONE ■■NOSES
■
■■■■■■■■■■■■■n's■
■■■■■■■■■E■■p/■N
■E■ENO■■■■■/m■S■
eI-
0 i0 w 40 w w 70 w w Iw 110 120 LID 140 lw 1W
FLOW RATE (GPM)
B. FLOW RATE TABLE
STA-RITE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
FLOW RATES
COMMERCIAL
MAXIMUM CARTRIDGE
FLOW RATES
MODEL C
PRODUCT i
SQ. FT.
GPM
GPH
6 HR
8 HR
GPM
GPH
6 HR
I 8 HR
PCRP 100
180351
100
100
8,000
38,000
48,000
38
2,280
13,880
18,240
PCRP 150
180952
160
15D
9.OW
64,000
72.000
58
3,380
20,160
28,880
PCRP 200
IN350
200
150
9.000
54,014
1 72,000
1 75
14,500
27,000
1 36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS .6 GPM PER SQ. FT.
2) COMMERCIAL FLOW RATE IS A MAXIMUM OF .375 GPM PER SQ. FT. OR FILTER AREA,
NOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS.
FILTER PERFORMANCE
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION
NR C AH ALL SHORING MATERIAL
W/. 16D COMMON NAILS,
EXCEPT WHERE NOTED.
2X4" WOOD CALL PLATE
20X4" WOOD OUTRIGGL
31/47 3/16" TAPCON ON 12" OC
DRIVE 2X4" WOOD IN GROUND
2X4" WOOD1
POOL SHELL
2x4 SUPPORT
POSTS STAKED
O 4'-0' O.C. MAX.
SHORING
DIAGRAM DETAIL
CRYSTAL POOLS
4684 N. US I
VERO BEACH, PL
567.3067 FAX 770.6981
CPC 1457120
(1) 32" CHANNEL
DRAIN IN POOL
2".
SUPERMAX
VS SPEED PUMP
WALL MAX.
DESIGN FLOW
PIPE
FLOOR
NOTES
2.5.
308 GPM
TO POOL PUMP
2"
269 GPM
TO POOL PUMP
2.5'
200 GPM
TO WATER F&1TUR
2"
184 GPM
TO WATER FEATUR
NO DIWNG BOARD AND NO DIWNG IS ALLOWED ON ANY POOL LESS THAN 8 FT DEEP AND
SPECIFICALLY DESIGNED FOR DIWNG. THIS POOL IS NOT DESIGNED FOR DIWNG.
LONGITUDINAL POOL SECTION DETAIL
CMP
MODEL # 25506-31x (x = COLOR)
MAX. TOTAL RATED FLOW 308 GPM
t-321
MAIN DRAIN DETAIL
POOL DEPTH
X" FOR ANGLE
OF -REPOSE
S X-8'
X-0"
3'-0'
4'-0"
X-4"
T
4'-4"
X-8'
4'-8'
4'-0'
4'-0'
X-0'
5'-0'
4'-4"
4'4'
4'-0'
5'-4•
4•-8"
4,-8•
5'-0'
5'-8"
5'-0•
5,-O•
5,-0"
3,-0•
61-0"
5'-4"
5'-4"
5'4'
3'-6'
V-4"
5'-8"
NA
5'-8"
$'-0"
6'-8"
6'-0.
N4
6'-0"
0'-0"
X-0"
7'-0'
6'-4"
NA
NA
01-0.
3'-6.
A
B
C
D
WALL 1YPE
PCRP 150
CARTRIDGE
FILTER
CHOLORINATOR
BASIC POOL
PIPING SCHEMATIC
WALL T)PE
A-6"W/#3012"O.C.EW.
8 - 6" W/ #3 O 6' O.C. E. W.
C - 7" W/ #3 0 6" O.C. E.W.
D - 8" W/ #3 O 6" O.C. E.W.
a I I BEARING WALL
I' OR COLUMN
13 CONT.
BRICK COPING-
UNLAK31NIP
6 X6" WATERLINE TILE
SWIMOUT DEPTH DETAIL
-312" TO 4" THICK
FIBERMESH CONCRETE
_W/_EXPANSION JOINTS
1 4" PER FT SLOPE
FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE
VELOCITY - FEET PER SECOND
PIPE SIZE (in)
6 F.P.S.
8 F.P.S.
10 F.P.S.
1"
16 GPM
1 0.14'
21 GPM
0.23'
26 GPM
0.35'
1.5"
37 GPM
0.08'
50 GPM
0.14'
62 GPM
0.21'
2'
62 GPM
0.06'
82 GPM
0.10'
103 GPM
0. 16'
88 GPM
0.05'
117 GPM
0.09'
146 GPM
0.13'
3"
136 GPM
0.04'
181 GPM
0.07'
227 GPM
aio'
4"
234 GPM
0.03'
313 GPM
0.05'
392 GPM
0.07'
6"
534 GPM
0.02" 1
712 GPM
0.03'
NOTE:
o WATER VELOCITY IN SUCTION PIPES SHALL BE MAXIMUM 8 F.P.S.
o WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED
TO 6 F.P.S. WHEN ONE OF A PAIR IS BLOCKED.
o POOL PIPING SHALL BE DESIGNED NOT TO EXCEED 10 F.P.S.
MAXIMUM FLOW -
POOL PIPING CHART
SAND SET PAVER DECK 2500 PSI (MIN.)
4" CONCRETE SLAB
I=
(1) 15 CONT. OR (2 #5 CONT. OR ,�W�L-'�
(2)13'S BUNDLED *-W* (2)#3'S BUNDLED ��II
(2 FOR FOOTERS GREATER THAN 9" IN WIDTH)
CONT.FOOTER
W
H
MAX SPAN (FT)
9'
9'
18'-0'
9-
12"
24'-0'
12"
12-
32'-0'
12"
16"
40'-O'
MONOLITHIC EDGE
W
H
MAX SPAN (FT)
SLAB
ONLY
20'-0'
8"
8"
30'-0"
6"
12"
34'-0"
12"
12'
40'-0'
SCREEN FOOTER DETAIL
FOR A CONCRETE DECK
& A SAND SET PAVER DECK
HANDRAIL: WHEN REQUIRED
ALUMINUM OR STAINLESS
STEEL HANDRAIL INSTALL
AS PER MANUFACTURER'S
INSTRUCTIONS
240 SQ. IN
AREA MIN
BULL NOSE 77LE
CONTRASTING COLOR
SUP RESISTANT
10" W
1O„
loll
ll
�STEELTEX FORM In
1 ^-�.. r
' KRAFTBOARD OR EQUIV.
OUTSIDE ANGLE OF REPOSE USE TYP. WALL SECTION ,J r �Y3 012" O.C. E.W.
ANGLE OF REPOSE DETAIL
(7YP) WP MANUAL 3 #12 IN
STARTER SWITCH (TYP.) 1/2" CONDUIT
WP GFI 10' TO
FROM WATER
(2) JUNC77ON BOXES
PUMP
TC
MOTOR
��
PUMP
MOTOR
_ f
AIR BLOWER
MOTOR
- HEAT PUMP
SPST�
W/ ON OFF
TOGGLE
\\ SWITCH
SWITCH
3 18 IN
I" CONDUIT
r(2)
12V TRANSFORMERS
3 112 IN 1/2" CONDUIT
POOL DECK I' NON -CORROSIVE CONDUIT
(2) 12V LIGHTS W/LOW
VOLTAGE CUTOFF DEVICES
ELECTRICAL DIAGRAM
POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA
RESIDENTIAL BUILDING CODE SIXTH EDITION AND ANSI/APSP-7.
NOTE
ANGLE OF REPOSE LIMIT
MIN, VERTICAL
2'-3" SHALLOW END
� 3'-0" DE END
O ���
1 6.
t`
APPROVED I FINISH -\ �Z
FILL
,r BOTT. CENTERED 7
TYPICAL WALL SECTION DETAIL
CONNECT W/ #8 INSULA7
POOL
OO[AM COPPER FROM SIDES
AT FOUR POINTS POOL WA
L / CONNECT
DEGK7 / SYSTEM F
// / W/ APPR(
VERTICAL REINFORCEME
FOR CONCRETE SHELL
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0
- -
MENNEN
■■■■Mrl
MENNEN
-
INI
- of •4o
PERIMETER SURFACES AND EQUIPOTEN17AL ALL METAL PARTS OF POOL STRUCTURES MUST BE BONDED TOGETHER.
BONDING GRID INCLUDES UNPAVED AREAS NONCONDUCTIVE STEEL CANNOT BE USED BECAUSE IT DOES NOT
AS WELL AS POURED CONCRETE AND PAVERS. ELIMINATE VOLTAGE GRADIENTS.
EOUIPOTENTIAL BONDING GRID DFTAII_
FILE COPY
o JOINT
00 It -DECK AND
COPING BY
OTHERS
FUND HANDRAIL
12"A2000" LONG CONC.
PAD W/. #3 STUBBED
OUT OF POOL BEAM
O 12" O.C.& (2)#3 CONT.
#3 BARS O
12" 0. C. E. W.
DEPTHS MAY VARY WITH POOL
POOL STEPS DETAIL
STRUCTURAL -GENERAL NOTES
DESIGN CRITERIA AND LOADS: 1
SOIL CAPACITY: 2000 PSF
GENERAL REQUIREMENTS
1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED
BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION,
HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND
MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJI
2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE
THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE
IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH
THE ENTIRE STANDARD.
3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE
GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT
INTENDED TO SHOW ALL DETAILS OF THE WORK.
4. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM
FOR SPECIFIED ITEMS MAY BE USED.
5. ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAY
FROM THE STRUCTURE. -
6. ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED
CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
3,000 PSI.
7. POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK
OR OTHER DELETERIOUS
MATERIAL OF ANY SIGNIFICANT AMOUNT.
8. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBI(�1�11��`` 0j1�i5
SAFETY OF EXISTING STRUCTURES. \\\ * - -!��.
9. BATHERS ARE NOT TO BE ALLOWED IN POOL �f>ERATING 4" 0
PERMIT IS ISSUED BY THE AGENCY HAVING` TION. 20 C�,•,�
1835 - 20TH STREET Tf s m j 1>
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617ZZI
MELBOURNE, FL- PH (321) 263-1510 RODO A\\\
FEB 2 0 2019