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' Fence By Owner Pentair Super -Max vs 105GPM
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' Pool Main Drain 32 Channel ;
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Cartridge Filter PCRP 160
' Trunk Pipe 2" Pipe
r Return Pipe 2" Pipe
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59 ft. 6 in.
Overflow ;
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' �60 Brick Coping ti'��� 386 sgft I
Pavers Deck
M 1211 sqft
I 5 ft.
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5�. Deep Deep
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ENGINEERING• INC. 719-MITE
M04,SeoWLESVRLMARARAAssomTE8 (321)2W1510
CON3ULTMO ENOM/EERMlO CAiBM (M 480.2055 F0dPk"
Inll---t II
ST. LUCIE COUNTY
BUILDING DIVISIO
REVIEWED
FOR COMPNCE
REVIEWFQ B
DATE I
PLANS AND ER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
1/4)1_ 1 I
I
I
THESE PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR ATTACHMENTS
ARE SURIECT TO ANY CORRECTIONS -----
REQUIRED BY FIELD INSPECT= THAT 4.RE THE RESPONSI9ILITV OF THE
MAY BE MESSARY IN ORDER TO
COMPLY WITH ALL APPLICE`"_I-rCODES. '
P#570-575-1680
Murphey
7003 Plumosa In
Fort Pierce
Lakewood Park
Crystal
Pools
Dean Cambron
772-567-3067xl3
772-473-2353
m K.
m 24 TIM
C 6 +20
I
= 3 10
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0 0
SECTION 4.
THE POOLISPA WILL MEET THE SAFETY FEATURE/BARRIER
REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.
STAR-R1TE SUPERMAXVS
VARIABLE SPEED PUMP
10 20 30 40 50 60 70 60 W too tloopy
36 Al 114 t61 IJm 220 265 J0.3 34I 379 41OLPN
US GALLONS PER MINUTE
PUMP MODEL 343000
SQE f 1/2 NP.
RPM
CM7VE A
CURVE B
CURVE C
MAWIA/I/ SYSIEII CAPACITY. 103 GPM
34M
58
36
74
170
29
16
37
500
to
6
13
PUMP PERFORMANCE CURVE
STA-RITE SUPERMAX PUMP DETAIL
TECHNICAL DATApR®R�
6 y
W
0 3
W �
E A
m'
W 1d
B
6 1
as as a a ma Ne no ra +a rRmin
FLOW RATE (GPM)
B. FLOW RATE TABLE
STA-RITE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
RATES
COMMERGAL
MA%IMUM CARTRIDGEFLOW
FLOW RATES
MODEL It
I PRODUCTp
SO. FT.
GPM
8HR
GPM
GPH
BHR
8HR
PCRP 100
160351
WO
100
68.000
38
2,280
13,680
18,240
PCRP 150
16M52
150
150
g"U,
72,000
58
3,380
20,160
25,8W
PCRP 200
1603W
200
150
M,000
75
6,500
2],000
36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS 5 GPM PER SQ. FT.
3) COMHERGAL FLOW RATE lSA AIAXIMLNl Cf .3>b L4Ml PER SO FT OR FILTERARFA
NOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS.
FILTER PERFORMANCE
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION
NQml
ATTACH ALL SHORING MATERIAL
W/. 16D COMMON NAILS,
EXCEPT WHERE NOTED.
274' WOOD CALL PLATE
274' WOOD OUIRIGGI
31/49L 3/16- TAPCON ON 12- OC
DRIVE 2'X4" WOOD IN GROUND
2*14" W0OD-- -
POOL SHELL
(1) 32" CHANNEL
DRAIN IN POOL
PLYWOOD SUPERMAX
VS SPEED PUMP
�2x4 SUPPORT
POSTS STAKED
O 4'-0' O.C. MAX.
SHORING
DIAGRAM DETAIL
CRYSTAL POOLS
4664 N. US 1
VERO BEACH, FL
667.3067 FAX 770.5961
CPC 1457120
PCRP 150
CARTRIDGE
FILTER
RETURNS
BASIC POOL
NOTES,
1. HANDHOLDS SHALL BE PROVIDED AROUND
POOL EDGE WHERE WATER DEPTH EXCEEDS
4 FT AND COPING IS LOCATED 12' OR MORE
ABOVE WATERLINE.
2. PROVIDE HANDHOLDS NO MORE THAN 9'
ABOVE WATERLINE SPACED NO GREATER
THAN 6 FT.
WALL MAX.
HANDHOLD DETAIL
DESIGN FLOW
PIPE
FLOOR
NOTES
2.5'
308 GPM
TO POOL PUMP
1'
269 GPM
70 POOL PUMP
2.5"
200 GPM
TO WATER FEATURE
2"
184 GPM
M WATER FEATURE
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8 FT DEEP AND
SPECIFICALLY DESIGNED FOR DIVING THIS POOL IS NOT DESIGNED FOR DIVING.
LONGITUDINAL POOL SECTION DETAIL
CMP
MODEL f 25506-32x (z =COLOR)
MAX. TOTAL RATED FLOW 308 GPM
�32
MAIN DRAIN DETAIL
POOL DEPM
X' FOR ANGLE
OF REPOSE
- MIN7T"
S 3'-8'
3'-0'
3'-0'
4'-0'
3'-4'
31-0'
4'-4"
31-8'
31-8"
4'-8'
4'-0'
4'-0-
5'-0'
4'-4'
4'-4'
4'-0'
5'-4'
4'-8'
4'-8'
5'-0"
5'-8'
S'-0"
V-0"
5'-0'
3'-0"
W-0'
5'-4'
5-4'
5'-4'
3'-6'
5'-4'
5'-8'
N4
6'-0'
NA
W-0"
5'-0-
J'-0'
7,-0"
6'-4"
N4
N4
6'-0'
3'-6'
A
B
C
D
WALL TYPE
PIPING SCHEMATIC
SWIMOUT DEPTH DETAIL
WALL TYPE
A - 6- W/ f3 0 12' O.C. EW.
0-6-W/f306.O.0 E.W.
C-7-W/4306'O.C. EW.
D-8'W/1306'O.C. EW.
BEARING WALL
OR COLUMN
OF REPOSE LIMIT
OU731DE ANGLE OF REPOSE USE TIP. WALL SECTION
ANGLE OF REPOSE DETAIL
(IYP) WP MANUAL
STARTER SWITCH (TYP.)
WP GR 10' TO
FROM WATER
(2) JUNCTION BOXES-,
3 112 IN
1/2' CONDUIT
TC PUMP
MOTOR
PUMP
MOTOR
AIR BLOWER POOL
MOTOR DECK
HEAT PUMP
W/ ON OFF
F SWITCH
H 3 18 IN
1' CONDUIT
(2) 12V TRANSFORMERS
112 IN 1/2" CONDUIT
POOL DECK Lit' 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 ANSVAPSP-7.
.1lirll4
13 CONT.
BRICK COPING
6"X6" WATERLINE
MIN. VERTICAL
2'-3' SHALLOW END
m 3'-0" DEfP END
O �O
I 6.
3110 TO 4' THICK
FIBERMESH CONCRETE
W/ EXPANSION JOINTS
SLOPE
FILL
AFTBOARD OR EQUIV.
0 12' O.C. E.W.
T. CENTERED TIP.
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.
1'
16 GPM
21 GPM
1.5'
35 GPM
50 GPM
2'
63 GPM
82 GPM
2.5'
90 GPM
117 GPM
3'
136 GPM
181 GPM
4"
238 GPM
313 GPM
6'
374 GPM
712 GPM
rvuils:
1. WATER VELOCITY IN SUCTION PIPES SHALL BE MAXIMUM 8 F.P.S.
2. WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO 6
F.P.S. WHEN ONE OF A PAIR IS BLOCKED.
3, 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
(1) 15 CONT. OR (1) 15 GONT OR .+I
(2)f3'S BUNDLED f (2)*35 BUNDLED *-W,
(2 FOR FOOTERS GREATER THAN 9- IN WIDTH)
CONT. FOOTER
W
H
MAX SPAN (FT)
9'
9'
16'-0'
9'
12'
24'-0"
12'
12'
32'-0'
72'
16'
40'-0'
MONOLITHIC EDGE
W
H
MAX SPAN (FT)
SIAB ONLY
20'-0'
8•
8'
30'-0'
e'
12'
34'-0'
12'
12'
40'-0'
SCREEN FOOTER DETAIL
FOR A CONCRETE DECK
& A SAND SET PAVER DECK
HANDRAIL: WHEN REWIRED
ALUMINUM OR STAINLESS
STEEL HANDRAIL INSTALL
AS PER MANUFACTURERS
INSTRUCTIONS
240 SO. IN.
AREA MIN.
BULL NOSE TILE
CONTRASTING COLOR
SLIP RESISTANT
TYPICAL WALL SECTION DETAIL
AN1G COPPER FROM SIDES
AT FOUR POINTS POOL WALLS.
�CONNECT TO OUND
SYS7EM POOL DECK
W/ APPROVED CONNECTOR
VERTICAL REINFORCEMENT
FOR CONCRETE SHELL
f8 NON INSULATED AK COPPER WIRE THAT
EXTENDS 18'-24' OUT FROM 4 SIDES OF
THE POOL— 4"-6' MAX. UNDER DECK.
F_7=7�
PERIMETER SURFACES AND EOUIP07EN77AL 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
EQUIPOTENTIAL BONDING GRID DETAIL
JOINT
-DECK AND
COPING BY
OTHERS
1i■
�,�r r r
A
;.`r r •r4
.4
DEPTHS MAY VARY WITH POOL
POOL STEPS DETAIL
STRUCTURAL -GENERAL NOTES
DESIGN CRITERIA AND LOADS:
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 LAW).
2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE
THE LATEST EDITION OF THE STANDARD UNLESS ASPECIFIC 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.\11II�'I�//)//
8. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY EG
SAFETY OF EXISTING STRUCTURES.
9. BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIE f11J S E `.�I•I- ���
PERMIT IS ISSUED BY THE AGENCY HAVING JURIS&CT ., \0
i�MBY
ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERING CAnne
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL- PH (321) 2M-1510
FT. PIERCE, FL -PH (7n)4B8-9B55 '
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FC 1,
NOV 2 0 201)� 1 11100