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THE POOUSPA WILL MEET THE SAFETY FEATUREIBARRIER
REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
R4501.17 FLORIDA RESIDENTIAL BUILDING CODE FIFTH EDMON.
STAR -RITE SUPERMAX VS
VARIABLE SPEED PUMP
US GALLONS PER MINUTE
PUMP MODEL: 34MW
PUMP PERFORMANCE CURVE
STA-RITE SUPERMAX PUMP DETAIL
SIZE 1 1/2 H.P.
RPM
CURVE A
CURVE B
CURVE C
SECTION 4. TECHNICAL DATA am P� �
4
gas
In
M 3
0
J zi
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0
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0 IO ZO >D 40 30 W 70 r0 80 100 IIO fIIo IJD IIO I50 Ir0
FLOW RATE (GPM)
S, FLOW RATE TABLE
STA-RITE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
FLOW RATES
COMMERCIAL
MAXIMUM CARTRIDGE
FLOW RATES
MOOEL#
PRODUCT#
60. FT.
GPM
GPH
BHR
eNR
GPM
GPH
BHA
8HR
PCRP 100
160351
100
100
8,000
36,000
48,000
38
2,280
13,880
13,240
PCRP 160
180352
150
150
9,000
54,000
72,000
58
3,380
2080 '5,880
27,000` ,DOD
PCRP 200
180350
200
9,000
54,000
72,000
75
4,500
i) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS.8 GPM PER SO. FT.
2) COMMERCIAL FLOW RATE IS 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 F 'RFORMANCE
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR FIFTH EDITION, �
NOTE.
j'4
AH ALL SHORING MATERIAL
W/. 16D COMMON NAILS,
EXCEPT WHERE NOTED.
20X4" WOOD CALL PLATE
2`X4" WOOD OUTRIGGER
31/4'i( 3/16' TAPCON ON 12" OC
DRIVE 2)(4" WOOD IN GROUND
25(4" WOOD IXIST.
STRU
POOL SHELL
PLYWOOD
2x4 SUPPORT
POSTS STAKED
® 4'-0" O.C. MAX.
SHORING
DIAGRAM DETAIL
CRYSTAL POOLS
4684 N. US 1
VERO BEACH, FL
567-3067 FAX 770-5961
CPC 1457120
3
(1) 32" CHANNEL
DRAIN
Q�IN\POOL
2"
WALL MAX.
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 / 25506-32x (x =COLOR)
MAX. RATED FLOW 308 GPM
�t
DESIGN FLOW32
FLOOR: XXX GPM
MAIN DRAIN DETAILOF
POOL DEPTH
x OS�
MIN. 7P
4_p•,_4.
3,_p.
4'-4
5'-0"
4'-4'
4'-4"
4'-0'
5'-4'
4`-8'
4'-e'
5'-0"
5'-8'
5'-0'
5'-0'
5'-0'
3'-0"
6'-0"
5'-4'
5'-4'
5'-40
3'-60
6'-4'
5'-8`
NA
5'-8'
4'-0'
6'-8'
6'-0'
NA
6'-0"
5'-0'
3'-0'
7'-0'
6'-4'
NA
NA
6'-0'
3'-6'
A
B
C
D
`_ WALL TYPE
SUPERMAX o PCRP 150
VS SPEED PUMP CARTRIDGE
FILTER
CHOLORINATOR
2"
RETURNS
BASIC POOL
PIPING SCHEMATIC
WALL TYPE
A-6"W/J/3®12"O.0 E.W.
B - 6" W/ j/3 ®6" 0. C. E.W.
C- 7"W/J(3 06"0.C. E.W.
D - 8" W/ j3 ®6' 0. C. E.W.
BEARING WALL
SWIMOUT DEPTH DETAIL
1
/3 CONT.
BRICK COPING•
6'7(6" WATERLINE
3}' TO 4' THICK
FIBERMESH CONCRETE
W/ EXPANSION JOINTS
/4" PER FT. SLOPE
CTED FILL
NO
FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE
VELOCITY -FEE! PER SEC. D
PIPE SIZE (in) 6 F.P.S.
8 F.P.S.
10 F.P.S.
1"
16 GPM
0.14'
21 GPM
1.5"
37 GPM
0.08'
50 GPM
G2GPM0.21'
262
GPM
0.06'
82 GPM
ro.23'26GPM0.35'
103 GPM
0.16'
2.5'
88 GPM
0.05'
117 GPM
146 GPM
0.13'
3'
136 GPM
0.04'
181 GPM227
GPM
0.10'
4'
234 GPM
0.03'
313 GPM
392 GPM
0.07'
6`
534 GPM
0.02'
712 GPM
0.03'
NOTE:
u 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
D SET PAVER DECK 2500 PSI (MIN.)
r,--,--r, 4" CONCRETE SLAB
(2)13'S BUNDLED +-•W4
(2 FOR FOOTERS GREATER '
CONT.FOOTER
W
H
MAX SPAN (FT)
9'
9'
18'-0'
9'
12'
24'-0'
12'
12'
32'-0"
12'
16'
4p'-0'
(1) /5 CONT. OR
(2)13'S BUNDLED
IiNV a 1N wiu1N)
MONOLITHIC EDGE
W H
MAXSPAN (FT) '
SLAB ONLY
20'_p•
8' 8'
301_0'
8' 12"
34'_p'
12'
12'
4p'-p'
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. 12"
EXPAN.
Ao
BULL NOSE TILE
JOINT
�
CONTRASTING COLOR
—
N DECK AND
SLIP RESISTANT
COPING BY
—
OTHERS
10" WATERLI
HANDRAIL
10" 12'x12'x30' LONG CONC.
PAD W/. f3 STUBBED
�S7EELTEX FORM to OUT OF POOL BEAM
KRAFTBOARD OR EQUIV.
OUTSIDE ANGLE OF REPOSE USE TYP. WALL SECTION jf3012"O.C.E.W.BOTT CENTERED TYP.
ANGLE OF REPOSE DETAIL TYPICAL WALL SECTION DETAIL
OR COLUMN MIIN. VERTICAL
�' a 2'-,#' SHALLOW END
• �; � 3'=0" DEEP END
I 6'a
I�
ANGLE OF REPOSE LIMIT APPROVED FINISH ?
(TYP) WP MANUAL 3 �12 IN
STARTER SWITCH (TYP.) 1/2" CONDUIT
TC PUMP
MOTOR
PUMP CONNECT W/. /8 INSULA
TO SERVICE MOTOR AT FOUR COPPER FROM SIDES
�— PANEL AIR BLOWER P00L
MOTOR DECK CONNECT TO GROG
HEAT PUMP SYSTEM P001 DE
SPST W/ ON OFF
TOGGLE SWITCH
WP GFl 10' TO 20' SWITCH 318 IN
FROM WATER 1' CONDUTf
(2) JUNCTION BOXES (2) 12V TRANSFORMERS
.e• Mx.
3 /12 IN 1/2' CONDUIT VERTICAL REINFORCEM
� I FOR CONCRETE SHELL
POOL DECK 1 " NON -CORROSIVE CONDUIT
(2) 12V LIGH13 W/LOW
VOLTAGE CUTOFF DEVICES
EL.ECTRICAL DIAGRAM
POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA
RESILjENTIAL BUILDING CODE FIFTH EDITION AND ANSI/APSP-7.
18 WRE THAT
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NOTE:
PARAMETER SURFACES AND EQUIPOIENTIAL
BONDING GRID INCLUDES UNPAVED AREAS
AS WELL AS POURED CONCRETE AND PAVERS
EQUIPOTENTIAL
q. METAL PARTS OF POOL STRUCTURES MUST BE BONDED TOGETHER.
N CONDUCTIVE STEEL CANNOT BE USED BECAUSE IT DOES NOT
LL f11NA1E VOLTAGE GRADIENTS
BONDING GRID DETAIL
3 BARS A
12' O.C. E.W.
DEPTHS MAY VARY WITH POOL
P.� STEPS DETAIL
STRUCTURAL -GENERAL NOTES - -
DESIGN CRITERIA AND LOADS:
SOIL CAPACITY: - 2600 PSF
GENERAL REQUIREMENTS
1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED
BY THE 'FLORIDA BUILDING CODE (FBC)", FIFTH EDITION,
HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND
MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
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 AMOUN�\��\
8. THE DESIGN ENGINEER ACCEPTS Nq
SAFETY OF EXISTING STRUCTURES\Z� 0,•'\C��"���d�i
9. BATHERS ARE NOT TO BE ALLOW♦sD QOCYL LINT � '�1 '
PERMIT IS ISSUED BY THE AGENP YINGIJ Ia�CERATINIG '�
CTION. --
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- 1835 - 20TH STREE-r- W r)
'�' �� VER .BEACH, FL 329� �( OF , Z �
- PH. (772) 569-0035 �j/ L" 0
FX. (772) 778-3617,, r
ENGINEERING, INC.MOJA
CONSULTING ENGIWLES NEEIRIINNGB ASSOCIATES
ES FT. PIERCE, FL-PH(71)468-9055 RD�L. \\\\ O
(772)488.9056
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AIOIA BOWIES VILLAMRAR B ASSOMAM (321)253.1510Ab11 me
CONSULTINGENGINEERING CA03729 (772)468.9WF0rt P?Me
DECK, COPING, ELECTRIC, AND
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PHONIEX HOMES
116 OCEAN ESTATE
LOT 3
AVALON BEACH
:osi (psi 7?J(4-0
RICH JOB SUPER 772-528-0288
CRYSTAL POOLS
WHO uS1
YRRO REACH,
967-9067
F'L. 92967
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