HomeMy WebLinkAboutPOOL PLANS18" 12" MIN. 12" MIN.
N.T.S.
WP MANUAL STARTER
SWITCH (TYP.) 3 -#12 WIRES IN 3/4" CONDUIT
TO PUMP
-► TO PUMP 2 (IF APPLICABLE)
12" MAX. TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE)
G.F.I. NO MORE THAN 20' FROM POOL TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
3 #8 WIRES IN 1" CONDUIT
JUNCTION BOX 3 -#12 WIRES IN 3/4" CONDUIT
12" MAX. 48" MIN.
S
12" MAX.
WATERLINE
PST TOGGLE SWITCH
12V TRANS.
18"MIN.
8" MIN. 1" NON -CORROSIVE CONDUIT
12V LIGHT W/
POOL WALL AND DECK
LOW WATER
(SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
N T.S.
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 328 ft2 (Surf Area) x 4.25 ft (Avg. Depth) x T48 gaUft3= 10,427 gal
2. Determine Flow Rate: 10,427 gal / 360 min = 29 gpm + 0 gpm = 29 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2.5" to keep velocity at SIPS max. at 117 gpm Maximum System Flow Rate
Return Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm Maximum System Flaw Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See. Detail at Right)
Pump Model: Jandy FHPM H.P,: 1.5 - 2
......... .................. ....___._ .........................
Total H.P. = H.P. x service factor. 1 H.P-or more must be 2 speed or variable speed.
Filter Make: Jandy CS Size: 100
Filter min, area based on 6 hr turnover flow rate (pool flow rate calculated above)
Divide gpm by the following factors: Cartridge - 0.375, Sand - 15 or D.E. - 2
ime Controller Make: Intermetic Model: PE35300
Pipe Size
6 fps
8 fps
(in.)
GPM
Loss (ft/ft)
GPM
Lass (f /ft)
1.0
16
0.14
21
0.23
1.5
37
0.08
50
0.14
2.0
62
0.06
82
0.10
2.5
88
0.05
117
0.09
3.0
136
0.04
181
0.07
4.0
234
0.03
313
0.05
6.0
534
0.02 1
712
1 0.03
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
6^ +6" RAISED DECK
ME
O-dot
TCH '
I
R
+
5' DEEP
H
,
-8"
HH
ti
2' SPILLWAY
HH
R
12, 4"
-_
4, 2"
004
CONCRETE DECK WITI�b
FLOCRETE
ter.
wl
1
1
1
ALARM
�
NOTE: LAYOUT PROVIDED BY CONTRACTOR
A
1
A
Its\71'll
0
CONCRETE DECK WITH
FLOCRETE
T DEEP
�s
�3Y
POOL LAYOUT
SCALE: 1/4" = V
L1�3
CONCRETE DECK WITH
FLOCRETE
MIN. SETBACK BED.
FRONT
OygIII.Q{�
REIM
ZING.
A-.--__6�s•I-''
CONCRETE DECK WITH
FLOCRETE
17
T-6'
0' - 3'
ANGLE OF REPOSE = 1.5:1
8" THICK WALL W/ 2 -
#3 BARS @ 6" O.C.E.W.
6" THICK WALL W/#3 REBAR @ 6" O.C.E.W.
OR 8" THICK WALL W/ 2 - #3 REBAR @ 12" O.C.E.W.
7
4" THICK WALL W/#3 REBAR @ 6" O.C.E.W.
OR 5" THICK WALL W/ #3 REBAR @ 9" O.C.E.W.
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
ANGLE OF REPOSE
N.T.S.
SWIMOUT DEPTH DETAIL
3'
1
WASTE (RETAIN
ON SITE)
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS) FILTER SYSTEM
W/PRESSURE
GAGE AND AIR
RELEASE VALVE
N.T.S.
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
VALVE (1-1/2")
e a
n
s
3/4" ROCK BED (MIN 3YDS.
ROCK TO STABILIZE SOIL)
WELL POINT ,
THREADED REMOVE GRATE AND WELL POINT VALVE
PVC PIPE FROM MAIN DRAIN, AND ATTACH AUX. PUMP
LINE WHEN EMPTYING
WELLPOINT
N.T.S.
POOL SPECS
SIZE: 2S X We' SOFT: 328 SOFT
DEPTH: T TO T DEEP PERIMETER:79 LNFT
EST TOTAL GALLONS11,250 SKIMMERS: (1) AUTOMATIC
RETURNS: THREE INTERIOR MATERIALSLUE GEM
SPECIAL: NONE TILE: VERONA TAHOE BLUE
NOTES:
SPA SPECS
SIZE. 6' X TRAISED 6" SOFT: 36 SOFT
DEPTH: 3 QEEP PERIMETER:22 LNFT
EST TOTAL GALLONS850 SPILLWAY:2'SPILLWAY
RAISED HEIGHT;+6^ SKIMMERS:NONE
RETURNS (4) HYDROS (2) RETURNS TILE: VERONA TAHOE BLUE
INTERIOR MATERIAL:BLUE GEM
SPECIAL: NONE
NOTES: NONE
PLUMBING
RETURNS: (3) THREE SKIMMERS: (1) AUTOMATIC
POOL MAIN DRAWS:(1) CHANNEL SPA MAIN DRAINS:(I) CHANNEL
CLEANING SYST£MNONE HEADS: NONE
VAC LINW:VA000M LINE ROBOT VAC:NONE
WATER FEATURESRAISED SPA SPA SPLLWAY2' SPILLWAY
LIGHTS IN POOL(1) 3W W LIGHT LIGHTS IN SPA: (1)100W LIGHT
TOTAL PIPE: TSD BY ENGINEER
DECK
DECK TYPE:CONCRETE ELEVATION: MATCH HOUSE
TOTAL DECK SQFTss7 SOFT PERIMETER:40 LNFT FOOTER IN BACK
RAISED BEAM:e'+6^FOR SPA LIP STYLE: CAPSTONE
MATERIAL 1: 3000 PSI FISERMESS MATERIAL 2: FLOCRETE
SPECIAL: SANDSTONE ACRYLIC STAIN
NOTES:
EQUIPMENT
POOL PUMP:LSHP 2 SPEED FLOPRO 2ND PUMP:I.5HP FLORPO THERAPY
FILTRATION: CARTRIDGE FILTER S12E;CS100
HEATER: RHEEM 95K BTU HEATPUMP INLINE: RAINBOW FEEDER
TIMER: 2SPEED TIMER GAS: NONE
SPECIAL:O) POOL LIGHT, (I) SPA LIGHT
NOTES:
CUSTOMER
NAME: TODD FISHER ADORESS:PORTIFINO SHORES
CITY: FT. PIERCE ST/ZIP: FL 34982
PHONE: 678-158-6796 EMAIL: TFISHER@CARLBLACK.COM
COMPANY INFO
NAME: JONATHAN PESHKE LOUDEN POOLS ADDRESSA306 S. US HWY1
LICENSE: RPOO66790 CII FT, PIERCE ST/ZIP: FL 34962
PHONE: 772)4652700 EMAIL: PESHKEJCOGMAIL.COM
L ®I ^ebs en a+ a�a.,a,ewcca�
110 SLOPE
MAX. (TYP.)
LEGEND
DQ CHECK VALVE
N GATE VALVE
-► FLOW DIRECTION
\
GENERALNOTES
STAINLESS STEEL
1.
ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE
HANDRAIL (SAME
WITH 28 DAY STRENGTH OF 2500 PSI,
BONDING FOR LADDER)
2.
3.
REINFORCING STEEL SHALL CONFORM TO A.S.T. M. 615 GRADE 60
PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
4.
POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFlLL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL
POOL DECK
BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12' LIFTS.
5.
ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED.
ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY.
..
6,
THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONSIN ORDER TO PROTECT EXISTING
CONNECT #8 BARE AWG
STRUCTURES AFFECTED BY THE CONSTRUCTION THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY
rt
COPPER WITH APPROVED
FOR THE SAFETY OF EXISTING STRUCTURES.
•
BOND CLAMP
7.
ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
6" MAX.
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
MIN. #8 BARE AWG
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
COPPER AROUND
c'
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
PERIMETER OF POOL
8.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM
18"-24"
MIN. FOUR (4)
SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A
CONNECTIONS
MINIMUM OF 10 FEET FROM OPEN WATER.
( ONE
9.
ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING
CONNECT PERIMETER
EACH SIDE) W/ #8 BARE
GATES.
GROUND WIRE TO
•
AWG COPPER W/
10.
WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN.
_
APPROVED CLAMPS
NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
GROUND SYSTEM
11.
PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO
PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO
CONNECT #8 BARE AWG
12.
PAVEMENT DESIGN.
VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER,
COPPER WITH APPROVED
13.
THE SWIMMING POOL MUST BE BUILT TO MEET 2010 FLORIDA BUILDING CODE, AS WELL AS ANSI 7, AND
BOND CLAMP
•
SHALL BE ANSI 15 COMPLIANT.
14,
15.
BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT.
HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
LIGHT NICHE
(12��� O ��
1 ✓ '
MAINTENANCE IN ORDER TO PREVENT FAILURE.
IUCIECQ�NTYB DINGDI�7SPOOLBARRNER OERITY AS ER4101R FBC 2010-R4101.6.3
v
CO CE
TOCOMIPLYWITHSBC 2010EC
NOTE: BONDING PER FLORIDA BUIDING
•
REWEAVED 0
18.
SKIMMERS TO COMPLY WITH FBC 2010-4101.21.1
",E T WE'
IPMENT FOUNDATION 3'XT CONCRETE SLAB, MIN. 3b" THICK, POUR IN PLACE.
CODE ADAPTATION OF N.E.G.
20,
WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2010-R4101
2008 SECTION 680.26
DATE I
PLANS T MIOUST BE PT ON JOB
OR NO ItVSPECTIO.N W1LIr BE 11I,ADE.
2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
EQUIPOTENTIAL BONDING GRID DETAIL
I IS IT A RESIDENTIAL POOL? (NOT A SPA)
N.T.S.
MAIN RETURN LINE
Z
H
X
6 W
X
¢ h
W
2 Z
Q
n w
`v
HEATER
Q O
' 00
N o
-a
POOL/SPA
Z
Z
z_
a
_
w
AIR
W W
o �
a
BLOWER
w
O
iv
a
y
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
N.T.S.
4" THICK CONCRETE SLAB 6x6 -
W1.4/W1.4 WWM OR FIBERMESH
1:3 MAX. SLOPE DECK WIDTH VARIES
W/ EXISTING SOILS COMPACTED
TO 95% MAX. COMPACTION
6" WATERLINE TILE
�c �
8"
2- #3 BARS AT TOP W/ 3"
HOOK ON VERT. STEEL
z
8"
•
c^
¢ w z
cJ w
WIDTH VARIES FROM 4" - 6"
o.
XLLI O w
2- #3 BARS BUNDLED OR
> = o
#5 BAR CONTINUOUS
z rn 20
ih io
NOTES: 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS
PLASTER FINISH,
REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET
GEM COAT OR
FROM EDGE OF PAVEMENT
EQUIVALENT
2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE 0
STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS
R
PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE
SHALL TAKE PRECEDENCE OVER THIS DESIGN.
3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
•
HOWEVER, FOOTER MUST STILL BE CONCRETE IN
DIMENSIONS AND REINFORCEMENTS DEPICTED
- r •
4.) WALLS OVER U IN HEIGHT SHALL BE REINFORCED PER STEEL TEX. OR
WALL PT BELOW
OPTIONS TABLE B EQUIVALENT
6„
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 61 HEIGHT)
3'-0"
29'-0"
24'-0"
WATER LINE
5'-0"
IL
7
MAIN DRAIN
LOCATION
N.T.S.
5'-0"
REQUIREMENTS APPLY TO EXISTING POOL
REPLACEMENTS/ADDITIONS AND NEW
IF
E TO
C R A OLS
CONSTRUCTION
ILE
C
IS THE PUMP MOTOR USED TO FILTER WATER?
HE9 NO
CANNOT BE SPLIT -PHASE, SHADED
DOESN'T APPLY TO
POLE OR CAPACITOR
CIRCULATION WITHOUT
START -INDUCTION TYPES
FILTRATION
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
NO
.SO FOLLOW THESE REQUIREMENTS:
SINGLE SPPED PUMP
PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS.
PERMITTED. ADDITIONAL
CONTROLS NED TO BE CAPABLE OF OPERATING AT A
REQUIREMENTS
MAY APPLY
MINIMUM OF TWO SPEEDS.
CONTINUE ON.
DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
FILTRATION SPEED.?HE HIGHER SPEED OVERRIDE IS NOT
TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER
IS LESS,
SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT
HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
IS THIS NEW CONSTRUCTION?
ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL
- SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN
-- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO
OR LESS THAN CIRCULATED FILTRATION FLOWRATE.
- A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF -PEAL(
PERIOD AND FOR THE MINIMUM TIME NECESSARYTO MAINTAIN
THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
TURNOVER FLOW RATE.
-- POOLGAL./360MIN.=FLOWRATE(INGPM)
-- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN.
SQUARE FOOTAGE. (CARTRIDGE = .375, SAND =15, DE = 2)
- MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
- SWEEP ELBOWS ARE RECOMMENDED.
- (REMEMBER', RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
REQUIREMENTS.)
PLUS. FORTS NOT BEING UI
\ r- OOPTUW SINGLE DUNNEMION OR HYDROSTATIC VAE6'£'
BNTERIOR 1r RAME f MUD RING
POOL FINISH \,
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.� e" P tiR O fl w a R w • e i' f- LIB
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1r=.1LI�T.)C=1r1�IT11 �• �oa e • e°• """".owoa emu a s. " ""Oteo Oen�p" •�t o"o°" °°sP " "g"n n° "o0meo9a�owP•�o "ne °a"a ae° "'. o"
"oo IYITlSITi
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17 LT 171
"1315.1_.J:._ nae o a o o ° iLILI LI
17 I 0 (p PO e 000 3 r� � 0', � � � � � � L� �I
EARR HOTCRETE / GUNITE
GR'AVI NOTE: 2.5" PIPE CONNECTION
TO RUMP ON THIS INSTALLATION
CUSTOM MOLDED PRODUCTS
32" CHANNEL DRAIN �INGLe PEE Grx NEOTtd14vN
VGB-2009 COMPLIANT ANY aFTH PORTS
1 Ii2", 2" 21 3' OR GREATER PIPE
MODEL: CMP 25506-32X
NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER
PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5"
PLUMBING AND 184 GPM WHEN USING 2" PLUMBING.
CHANNEL DRAIN INSTALLATION DETAIL
N.T.S.
SAFETY NOTES
1 NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
VERT. REINFORCEMENT
MAXIMUM WALL HEIGHTS
#3 BARS @ 12" O.C.
N/A
WA
WA
6' - 6"
#3 BARS @ 9" O.C.
NIA
WA
6' - 6"
T - 0"
#3 BARS @6"O.C.
6'-6"
71-0"
T-6"
S'-0"
#3 BARS @3"O.C.
T-6"
8'-0"
8'-6"
9'-0"
REQ. WALL THICKNESS
4" THICK
5"THICK
6" THICK
8"THICK
HORIZ. REINFORCEMENT
#3 BARS @ 12" O.C.
#3 BARS @ 12. O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
11oSLOPE
3 MAX. MAX. (TYP.)
LONGITUDINAL POOL SECTION
NIS.
i^
DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING.
THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND
NO DIVING SHALL BE PERMITTED
2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE
AROUND THE PERIMETER OF THE POOL OR _X ALARMS AT
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
LOUDEN BONDED POOLS
ALTERNATE WALL OPTIONS FISHER RESIDENTIAL POOL
(WALL HEIGHT GREATER THAN 61) S ABYE® PORTOFINO SHORES
N.T.S.
CLINTON J„ W
FL. LICENSE N
L.B./C.O.A. No.
St. cie County FORT PIERCE, FL 34982
POOL LAYOUT AND DETAILS
A4Rs
�s''�� ENGINEERING
Na0170 DESIGN, LLC.
E OF pew( /6/ 6425 55th Square Phone: (772) 226-0224
Vero Beach, FL 32967 Entail: rp@rpengdesign.com
DATE
:T R ! . y °°
96s�J'a,°°4 DATE: 11/5/13 SHEET OF
�barAo g _ `' ``�� PROJ. NO.: 13 44