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Deco -drain
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Baby Fence
o Alarm
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Baby Fence
Covered Patio
Match w/pool deck
Eden
5175 Southwind trail
Fort Pierce
CRYSTAL
POOLS
Dean Cambron
772-567-3067x31
772-473-2353
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W 24 &
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THE POOUSPA WILL MEET THE SAFETY FEATURE/BARRIER
REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
R4501A7 FLORIDA RESIDENTIAL BUILDING CODE FIFTH EDITION.
STAR -RITE SUPERMAX VS
VARIABLE SPEED PUMP
0 10
20
30
40
50 60
70 60
90
I00
110
120 GM
0 38
76
114
151
US
189 220
GALLONS PER
265 303
MINUTE
341
379
416
454 LPM
PUMP MODEL: 343000
SZE 1 1/2 H.P.
RPM
CURVE A
CURVE B
CURVE C
M4)O" SYSTEM CAPACITY: 103 GPM
34W
58
36
74
1725
29
18
V
600
10
6
13
PUMP PERFORMANCE CURVE -
STA-RITE SUPERMAX PUMP DETAIL
ELECTION 4. TECHNICAL DATA FLUR PPF�'L1E 104
FLOW RATE (GPM)
R_ FLOW RATE TABLE
STA-RRE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
FLOW RATES
COMMERCIAL
MAXIMUM CARTRIDGE
FLOW RATES
MODEL #
PRODUCT #
S0. FT.
GPM
GPH
B HR
8 HR
GPM
GPH
6 HR
8 HR
PCRP 100
180351
100
100
8,000
36,000
48,000
38
2,280
13,880
18.240
PCRP 150
160352
150
750
9,000
54,000
72,000
58
3,380
20,160
26,880
PCRP 200
180350
200
160
9,000
54,000
72,000
75
4,500
27,000
36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS .5 GPM PER SQ. FT.
2) COMMERCIAL FLOW RATE 19 A MAXIMUM OF .375 GPM PER SO. 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 FIFTH EDITION.
NOTE,
ATTACH ALL SHORING MATERIAL
W/. 160 COMMON NAILS,
EXCEPT WHERE NOTED.
2 X4" WOOD CALL PLATE
2 X4" WOOD OUTRIGGI
31/4X 3/16" TAPCON ON 12' OC
DRIVE 274' WOOD IN GROUND-
2'X4' WOOD 1
SHELL
EXIST.
mW111I
T-5/8' PLYWOOD
2x4 SUPPORT
POSTS STAKED
® 4'-0" D.C. MAX.
SHORING
DIAGRAM DETAIL
CRYSTAL POOLS
4684 N. US 1
VERO BEACH, FL
567-3067 FAX 770-5961
CPC 1457120
(1) 32' CHANNEL
DRAIN IN POOL
2.5'.
2'_ _
SUPERMAX
VS SPEED PUMP
1.5"
WALL MAX. SLOPE
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LES5 1HAN IS h I OLEP ANU
SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
AND RAISED
WALL 67x6' WATERLINE TILE
W
`W/ BOND BREAKER STRIP
LONGITUDINAL POOL SECTION DETAIL
CUP
MODEL Ili 25506-32x (x = COLOR)
MAX. RATED FLOW 308 GPM
DESIGN FLOW 32
FLOGR- A GPM o
MAIN DRAIN DETAIL_
POOL DEPTH
X" FOR ANGLE
OF REPOSE
MINX'
S 3'-8'
3'-0"
3'-0'
4'-0"
3'-4'
3'-0"
4'-4'
3'-8'
3'-8'
4'-8'
4'-0'
4'-0'
3'-0'
5'-0'
4'-4'
4'-4'
4'-0'
5'-4"
4'-8"
4'-8'
5'-0'
5'-B'
5'-0'
5'-0'
5'-O'
3'-0"
6'-0'
5'-4'
5'-4'
5'-4'
3'4'
6'-4'
5'-8'
NA
5'-8'
4'-0'
61-8"
6'-0'
NA
C-0'
5'-0'
3'-0'
7'-0'
6'-4"
NA
NA
6'-0'
3'-6'
A
B
C
D
WALL T ME
PCRP 150
CARTRIDGE
FILTER
CHOLORINATOR
2"
BASIC POOL
PIPING SCHEMATIC
WALL TYPE
A - 6" V.% /j3 ® 12" O.C. E.W.
B - 6" :/ 93 ® 6" O.C. E.W.
C- 7"W/#3 ®6"O.C. E.W.
D - 8" It/ #3 0 6" O.C. E.W.
BEARING WALL
�_o. OR COLUMN
�I NTH.
File Copy
SWIMOUT DEPTH DETAIL
#3 CONT.
BRICK COPING
6"X6" WATERLINE TILE
—311" TO 4" THICK
FIBERMESH CONCRETE
_W/ EXPANSION JOINTS
1/4" PER FT. SLOPE
FILL
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
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'
2.5'
88 GPM
0.05'
117 GPM
0.09'
146 GPM
0.13'
3'
136 GPM
0.04'
181 GPM
0.07'
227 GPM
0.10'
4"
234 GPM
0.03'
313 GPM
0.05'
392 GPM
0.07'
6"
534 GPM
0.02'
712 GPM
0.03'
NOTE.-
o WATER VELOCITY IN SUC71ON PIPES SHALL BE MAXIMUM 8 F.P.S
o WATER VELOCITY IN BRANCH SUC71ON 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
SET PAVER DECK 2500 PSI (MIN.) - 4' CONCRETE SW
(1) 15 CONT OR� (1) 15 CONT. OR-�so_
(2)1
(2)13'S BUNDLED W * 3 S BUNDLED *W4
(2 FOR FOOTERS GREATER THAN 9" IN WIDTH)
CONT.FOOTER
W
H
MAX SPAN (FT)
9'
9"
18'-0"
9'
12'
24'-O'
12'
12'
32'-0'
12'
16'
4W-O'
MONOLITHIC EDGE
W
H
MAX SPAN (FT)
SLAB
ONLY
20'-O'
8'
8'
30'-0'
8'
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.
12"
AREA MIN.
EXPAN.
o JOINT
BULL NOSE TILE
OD DECK AND
CONTRASTING COLOR
a COPING BY
SLIP RESISTANT
07HERS
10" WA TERLIW f f I-'•
F
i �H`G�!T1r� ✓
14 T�i�1i`iTo•
4 ��riYr�O� • 1
r 7■■�STEELTEX FORM�
KRAFTBOARD OR EQUIV.
♦ ao ...o
%�/ • •... . - I O.C.K•W. . -
jkI / •1 I - O.C.
ANGLE OF REPOSE DETAIL
(TYP) WP MANUAL 3 112 IN
STARTER SWITCH (TIP.) 1/2' CONDUR
TC PUMP
MOTOR
PUMP
MOTOR
TO SERVICE PANEL AIR BLOWER POOL
MOTOR DECK
HEAT PUMP
SPST W/ ON OFF
TOGGLE SWITCH
WP GFI 10' TO 20' SWITCH 3 18 IN
FROM WATER 1 I' CONDUIT
(2) JUNCTION BOXES I -,-(2) 12V TRANSFORMERS
3 112 IN 1/2' CONDUIT
U11i POOL DECK 1' NON -CORROSIVE CONDUIT
�A_ .
(2) 12V LIGHTS W/LOW
VOLTAGE CUTOFF DEVICES
ELECTRICAL -DIAGRAM
POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA
RESIDENTIAL BUILDING CODE FIFTH EDITION AND ANSI/APSP-7.
MIN. VERTICAL
2'-3" SHALLOW END
3'-0' DEEP END
O
I s.,
I�
y
DEPTHS MAY VARY WITH POOL
TYPICAL
WALL SECTION DETAIL
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
CONNECT W/ /8 INSULATED
BY THE "FLORIDA BUILDING CODE (FBC)'. FIFTH EDITION,
AWG COPPER FROM SIDES
HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND
AT FOUR POINTS POOL WALLS.
MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE
CONNECT TO GROUND
THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE
SYSTEM POOL DECK
IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH
'
THE ENTIRE STANDARD.
#B NON INSULATED AWG COPPER WIRE THAT
3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE
EXTENDS 18"-24' OUT FROM 4 SIDES OF
GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT
THE POOL 4"-6" MAX. UNDER DECK.
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
VER77CAL REINFORCEMENT
FROM THE STRUCTURE.
FOR CONCRETE SHELL
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
NOTE OR OTHER DELETERIOUS
PARAMETER SURFACES AND EQUIP07ENTIAL ALL METAL PARTS OF POOL STRUCTURES MUST BE BONDED TOGETHER. �111111///
BONDING GRID INCLUDES UNPAVED AREAS NONCONDUC77W STEEL CANNOT BE USED BECAUSE IT DOES NOT MATERIAL OF ANY SIGNIFIChhh jf1A /7le
AS WELL AS POURED CONCRETE AND PAVERS, ELIMINATE VOLTAGE GRADIENTS. 8. THE DESIGN ENGINEER k0%-RE;S10hS"iCP'FOR THE 0
E Q U I P O T E N T I A L BONDING GRID DETAIL SAFETY OF EXISTING S 4v
9. BATHERS ARE NOT TO �LL' Nc Jj ING J RIN. RATING ct
- - PERMIT IS ISSUED BY ItiH1�+G�NCY�MVING JURI 4�N.
* Q
-' 1835 - 20TH' lt��ivE� �� W � C
■ VERO BEACH yL960
'M V PH.
(772) 5
ts�3�� pR g
ENGINEERING, INC. MELBOURNE, FL-PH(321)2531510111 1 ItODOL OVIL I P.E.
CONSULTING ENGINEERING CA#3728 FT, PIERCE, FL -PH (772)48&9055 FL#61,000