HomeMy WebLinkAboutSurvey Plot PlansCRYSTAL POOLS IS NOT RESPONSIBLE FOR SPRINKLERS, LANDSCAPING, OR ANYTHING THAT RUNS UNDERGROUND AND IS UNSEEN.
POOLS WITH fLECTR/C OR GAS HEATERS WILL NEED A GUTTER OVER THE EQUIPMENT AREA FOR WARRANTY PURPOSES Fence by others
. I
8X8 FOOTER W/ 2 #SS
I LEAVE FILL AND SPREAD IN BUNDLED OR 1#5
FRONT OF WALL
• � I
I
15 X 30 POOL
$ 3 TO 6 DEEP l
O M 90LF 450 SQ FT
R 15,000 GALLONS I
SUPERMAX VS PU P
POSI CLEAR 150 FILTER
32" CHANNEL DRAIN
2 LED LIGHTS colorl
30 ft. 3 ft. SALT UNIT I
2.5INLET I
Work shop 0 2.5 DISCHARGE
3' deep HAVE OWNER CALL IN FOR A
O FORMBOARD SURVEY BEFORE
6' deep DECK INSPECTION
N
R rLw t
Li
SONAR ALARM
l Flow Ratq
88.87 GALL IN
I Owner to supply Head Loss
Covered porch pp Y ea
� `
formboard survey before
the deck is poured 34.06 FTI
Max Flow Rate at Max RPM:
LEAVE ALONE 88.87 GAL/41N
Head Loss at Max Flow RPte at Max RPM:
TUNNEL UNDER SIDEWALK OR Existing sidewalk I
CUT OUT SECTION AND Top to match pool deck I
REPOUR WITH POOL DECK Covered screen porch Well water
Leave alone
24 ft. 1 in.
I
4� § 0 1
v I
LEE BAUMANN 772-834-6688
6902 Donlon Rd, Fort Pierce, FL 34951
LAKEWOOD PARK
CRYSTAL POOLS
4680 US 1
VERO BEACH, FL 32967
567-3067
Or
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1835 2M SMW
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VFAO BEACK FL 32
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C(M)T4
=dGINEERING, INC.
3617I,
(772) T/6,9817 hl
"OtA SOYAES VIL AMIZAR f ASSOCIATES
(321) 2W1S10 MNbol
UONSULTiNG ENGINEERING CA73728
(772)188.9055 Fad Pl
FILE COF
THE POOL/SPA WILL MEET THE SAFETY FEATURE/BARRIER
_ REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
` R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.
STA-RITE SLIPERMAXVS
VARIABLE SPEED PUMP
m 71.
W 24
F
21
4
DF 18
W
U 15
LL
12
DQ
W 9
x
D 6
i
a
z
r
D
RRIOE/A
SPEED_
50 RPM
O 0
-70
.
--
;.
-STEP/SPLITI'3i0
—
-��
SYEP/S
-40
--
20
.._—
�' S7
75PEE0"
iGd6-11
A7---
10
0 LO
ESL.. SPE
CLOD RPAI
J 0 0
0
10 20 30 40 50 60 70 80
90
100 11U GPhl
F• 0
38 76 114 151 - 189 220 265 303
341
379 4161.04
US GALLONS PER MINUTE
POMP MODEL: 343000
SIZE 1 1/2 H.P. RPAI CURVE A
CURVE B
CURVE C
hV,N1h1UA1 SYSTEM CAPACITY: 103 GPhI 3450 58
36
74
1725 29
18
37
600 10
6
13
PUMP PERFORMANCE CURVE. -
STA-RITE SUPERMAX PUMP [DETAIL
SECTION 4. TECHNICAL DATA RNER MMORE LO55
0 10 20 30 m 50 60 ,o 90 90 100 M Oa IM NG 150 IW
FLOW RATE (GPM)
RESIDENTIAL
COMMERCIAI.
STArRITE
MAXIMUM CARTRIDGE
MAXIMUM CARTRIDGE
FILTER
FLOW RATES
FLOW RATES
MODEL O
PRODUCT A
SC. FL
GPM
GPH
8 HR
8 FIR
GPI":
DPH
8 FIR
8 HR
PCRP 100
160351
100
100
6,000
36,000
48,000
38
2,280
13,680
18,240
PCRP 150
160352
150
'150
9.000
64,000
72.000
56
3,360
1 20.160.
26,880
PCRP200
160350
201)
ISO
9,000
54,000
72,000
75
1,500
1 27,000
1 36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTNL 18 .5 Uv., 11n.11, n.
2) COMMERCIAL FLOW RATE IS MAXIMUM OF .375 GPM PER SO. FT. OR FILTER AREA,
NOTE: ACTUAL SYSTEM FLOW WILL DEPE140 ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS,
FILTER PERFORMANCE
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION,
NOTE
ATTACH ALL SHORING MATERIAL
W/. 160 COMMON NAILS,
EXCEPT WHERE NOTED.
2 X4" WOOD CALL PLATE
2"X4" WOOD OUTRIGGER
31/4"X 3/16- TAR CON ON 12" OC
DRIVE 2"X4' WOOD IN GROUND-- EXIST.
2 X4" WOODS p STRUCTURES
POOL SHELL
5/8" 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
(1) 32" CHANNEL
DRAIN F1 POOL
NOI S:
1. HANDHOLOS 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 DET IL
STALGPMGPMGPMGPM
2.5"S
WPIPEFLOORINSTALI.-
—X-Lx—X
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 OWING,
LONGITUDINAL POOL SECTION DETAIL
CMP
MODEL 125506-32x (x = COLOR)
MAX. TOTAL RATED FLOW* 305 GPM
1=-- 32 ke
I 32" I
d LF�
OUTER P TS TEE -IN CENTER PORT ONLY
TEE TO POOL PUMP
SEE DESIGN FOR SIZE
MAIN DRAIN DETAIL
POOL DEPTH
"X" FOR ANGLE
OF REPOSE
MIN."X
X-O"
J -4"
X 0"
3, 8"
4' 6'
4' 0"
4' 0"
3' O"
5'-0"
4'-4"
4'-4'
4'-0"
5'-4"
4'-8.
4' —a
5'-0"
5'-8"
5'-0.
5'-0'
W-0"
X-0"
6'-0'
5'-4"
5'-4'
5' 4"
3' 6
6'-4"
5 -8"
NA
6'-8"
6'-0'
NA
6'-0"
5'-0"
3,-O"
7'-0'
V-4"
NA
A
B
C
0
WALL TYPE
SUPERMAX �_ PCRP 150
VS SPEED PUMP L =E PARTRIDGE
FILTER
CI-IOLORINATOR
[ _.j RETURNS
B SIC POOL
PIPING SCHEMATIC
S W I IvI O U T D" f_= PT H D E TA I L
4 CONT
A - P" W/ q3 0 12" O.C. E.W. BRICK COPING
NOTES: _
I. WADER VELOCIIY IIV SUCTIOIJ PIPES SFIALL BE IVIP.XINIUM B.F,P.S,
2, WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO G
F,P.S, WHEN ONE OF A PAIR IS BLOCKED,
3. POOL PIPING SI'1ALL BE DESIGNED NOT TO EXCEED '10 F.P.S.
MAXIMUM FLOW -
POOL PIP11'�IG CHART
MI
SAND SET PAVER DECK 2500 PSI TE )
4 CONCRETE SLAB
ic
(1) H5 CONT. OR •;..��c
�(1) �15 CONT OR— �� (2)13'S BUNDLED -W
(2)13'S BUNDLED 4-4V41
(2 FOR F007'ER.S GREATER 7/IM1 9" IN WOW)
CONT.FOOTER
W
H
MAX SPAN (FT)
9"
9"
12"
12
32'-0"
12"
16,
MONOLITHIC EDGE
W
H
1110AX SPAN (Fl")
SLAB
ONLY
20'-0"
8"
12'
12"
12'.
40'-0"
SCREEN FOOTER DETAIL
FOR A CONCRETE DECK
I& A SAND SET PAVER DEC
IANDRAIL: WHEN REQUIRED
ALUMINUM OR STAINLESS
STEEL HANDRAIL INSTALL
AS PER MANUFACTURER'S
INSTRUCTIONS
B - 5" W/ #3 ® 6" O.C. E.W. BREAI<SI"RIP 240 S0. I1J. .I %�2'';1B % � EXPAN.
C - 7" W/ 13 0 6" O.C. E.W. AREA MRJ. - / �. - JOINT
D - ei W/ y3 9 6" O.C. E.W. 6'X6" WATERLINE 'TILE-� 1 4' PER. FT. SLOPE BULL. NOSE TILE �` �-��DECII AND
- wATERu1vE J: ,'` l*?`,"_ .; c01JTRA� IIN6 COLOR .�� yQ COPING IIY
�- BEARING WALL DI Y SLIP RESIST
OR COLUMN MIN.VVER77CAL "� _ DINERS
i
„ COMPACTED FILL 0 IM1�ATERLIN } K
¢ 2-3 SHALLOW END ,
1
_
0 3'-0" OE(_ \END i 10 1 ,t } R' G�ffiND HANDRAIL
i s 10 _-- s t� 12 x12"x3D" LONG t^T1NC.
.
3�" TO 4" THICK
F'IBERMESH CONC,`RETF_
W/ EXPANSION JOINTS
PAD W/. 13 S7U881'D
OUT OF P00L BEAM
APPROVED FINISH D r Jw1 012 0. C,
.(<?)JT CONT.
ANGLE OF REPOSE LIMIT ��'
STEELTEX FORM �-- � a � �H�,r;.
i GT IfQ KRAF7BOARD OR EQUI ,
S �v Ojlp, . x
r #3 BARS 0
_ !y 3 61 12 O.C. E.W. 1tva.. :.a s,„ wSuOm)� 12" O.C. EW
OUTSIDE ANGLE OF REPOSE USE TYP. WALL SECTION
t;> BOTI. CENTERED TYF.X.I DEPTHS MAY VARY 1+L4TH POOL
ANGLE OF REPOSE DETAIL TYPICAL WAIL SECTION DET�uIL ICI®L STEPS DE- ��IL
_._ _
S1 Rl1CTURAL-GF_IJERAL NOTES
• - I } I I DESIGN CRITERIA AND LOADS
(TIP) WP MANUAL 3 �`12 IN,1J' '1' Ii i, L t
STARTER SWITCH (TYP.) III ( { }(I Ili i I� Ii ,it O i IIY I.. J� II II 1..IlI a 11 .l ),I II f' 111 1i 1I,1; SOIL CAPACITY: 2060 PSI
1/2"CONDUIT rryy; .III 110,111I.C'LSI+IjlIllil:�III�I.ig€3}j'3311{,1.IIIfYillll��.11,l:s{IIIII`7tIt11111
1 IjCI.I.. IILIII+ �t...II ICI GF_IJERAL REQUIREMENTS
TC PUMP _'� I I I �, �. I (,I'(,.I.._ I I . I..II I-II.I� � ` I( I" TI I, (-I `` I Ii ` I_ i-? I 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS CAOVERNI=D
MOTOR CONNECT W/ BY I HE "FLORIDA BUILDING CODE.(FBC)", SIXTFI EDITION,
-
PUMP AVYG COPPER FROM
INSULATED
OM SIDES �I MODIFIED B REFERRED RI AS THE FG J RI ADOPTED AND
MOTOR AT FOUR POINTS POOL WALLS, �I I _ MODIFIED BY THE AUTHORITY E1,10LF JURISDICTION(ING
70 SERVICE PANEL AIR- BLOWER CONNECT TO ROUND II 2. WI -:ERE 011r F STANDARD • ARE NOTED U( THE DRAWINGS , DA
'I POOL SYSTEM POOL DECK TIME LAI EST F_DITION OF'IHE SiAIJ0AR0 UNLESS A SPE CIT-I(: DA'I1=
MOTOR DECK
W/ APPROVED CONNECTOR IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
�� -❑ HEATPUMP CI - DOES :JOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WIT "I I
SPST W/ ON OFF' 1`I HE ENTIRE STANDARD.
SWITCH _�i I3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW TI-11E
TOGGLE f8 NON INS AWG COPPER„If'WIRE T14AT
" OUT FROM 4 S'1DES OF GENERAL CHARACTER AIJD EXTENT O -1 E W PROJECT AND ARF NOT
ILA OFl"HE WORK
WP GET To' TO 20 SWITCH 3 8 IN EX7ENU5 18 24 IIVIFNOED TO SHOW ALL DE IA
1" CONDUIT THE POOL 4 6" MAX. UNDER D 1< �..----
FROM WATER (( 4. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND 1=fj14M
(2) JUNCTION BOXES (2) 12V TRANSFORMERS _ _ _ _ _ .---_",.�,� For, SPECIFIED ITEMS MAY BE USED..
MAX
.e• utL
5. ALI_ BI11LC11NG STIES SHALL BE GRADED TO ALLOW DRAINAGE AWAY
FROM THE STRUCTURE.
3`i2 IN 1/2" CONDUIT VERTICAL REINFORCEMENT `�,}�- 8. ALL r--LOCK AND wnus or- Pool TO 6E PNEUNwTICALn AI'PLITa7
Ek 1L MPRFSSIVE 57PI°IJ
nd I POOL DECK 1" 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.
FOR CONCRETE SHELL CONCRETEWIFH A MINIMUM 28 DAY Co _ GTH ot.
_ 3,000 PSI.
7, POOL SHALT. BEAR ON UIVDISTURBFD SOIL, FREE OF PEAT, M1UC,I(
OR OTHER DELETERIOUS
NOTE:
PERIMETER SURFACES AND EQUIPOTENTIAL ALL. METAL PARTS OF POOL STRUCTURES MUST BE DO TIED TOGE711E2 MATERIAL OF ANY SIGNIFICANT AMOUNT.
BONDING GRID INCLUDES UNPAVED AREAS NONCONDUCTIVE STEEL CANNOT BE USED BECAUSE IT 1. DES NOT B -INE DESIGN ENGINEER ACCEPTS NO RESPOINiSIBIUTY FOk THE
AS WELL AS POURED CONCRETE AND PAVERS. FLIIMICN-Aif: VOLTAGE
AG'RADIEWS--.± C- �-^ SAFE TY OF EXISTING STRUCTURES.
E L. U I POTENTIAL 13 O N D I 1 V G G 14 1 D D ETA I I-" 9, BATI-IFRS ARE NOT TO BE ALLOWED IN POOL: UNTIL OPERATING
PEITPdIT IS ISSUED BY THE AGENCY HAVIIJG JURISDIC'I ION.
1835 - 2071-1 STREET r
VERO EICACH, FL 32960
®■' PIT. (772) 569-0035
B_V
j2 A
® I-)C. (772) 776-3617 \�
ENGINE R 1 N G, INC. MFLBOOITIJF, FL - PH (32'1) 253-1510 RLT,BLLrLFS1I .LA I
MDIA 13 W0 ES VIU.�MIZi,R 6 ASSOCIATES ',I;,
CONSULTING ENGII EFNING CA93728 FT, PIERCE, FL-PIJ (772)�.IGS-DOGS y :�J �Li10� , UA
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F rz;
1 2UP`G SDP' 2
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