HomeMy WebLinkAboutPool Layout & DetailsOwner: KEN BORTNICK State: FL SPA EQUIPMENT LIST'
Address: LOT 168 MEADOWWOOD Zip: 34951 LRif'rl': AYDROCOOI 11U) COT..OR
,IRANSFORMER: 100W SEPERSTh -
Oty: Fr. PIERCE
JUNCPION BOX. STANDARD
Phone: 248-635-0257
SKIMly f?R:. NONE,
MAIN DRAIN: CI IANNMd.
POOL. EQUIPMENT LIST
I IYDRO JI I"S: (4) 1IYFJ)OS
(3) I lY'DR00000 LED CO] OR
I IYDRO PUMP 1.51 iP FL.OPRO
'FRANSPORMEIL (1) W) W ITANSPORME R
AIR SWrrC I -I: YES
JUN(-I'ION BOX: STANDARD JBOX:
RETURNS. (2) LOWLR
SKIMMER 2" AUTOMATIC 2 PORT
MAIN DRAIN: CI lANN0, DRAIN
IIYllRU JI I'S: NONE
RI ILRNS: `(3) THRI li
VACUUM LINE. (1)VACLINE
CI EI ORINNIOR• JANDY'1RUE CLF,kR SALT
FI] TDR: )ANDY CS 100
ALUMINUM
PUMP: JANDY t 65NP V.SRIABLE. SPI:IiD DIGr7:9L lLUMP
FENCING FOR
iilaa'lhlt NONE
'rIbLER SrANDARll
POOL CODE 291.:611
V
DECK TYPE. CONCRETE TOPPED AND STAINED
---
DFA`,K SQ1T1': 9CA) SQl-1".
-
'EXISTING SQE'L IJrAVE AS IS
W
COPING: CAPSL'ON1:
HECK DRAIN: , NDARD 30'-0"
111 611
-
R R
11l C111
I
SPA +12"
(1) LED COLOR
(4) HYDROS
-� 31 (1) AIR SWITCH
T I TILE SPILLWAY
I I G1
7n
R. -18" O
OVERFLOW CC L
AT 3f f 3fr f 31
W-1 P. 811
w w HYDROCOOL �_ W W
O POOL DECK LED COLOR Q , (� HYDROCOOL 1
w� !At 0" 12 13 3
NOTE: LAYOUT PROVIDED BY CONTRACTOR
POOL LAYOUT
SCALE: 1/4" = V
71 311
51 411
F_
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 480 ft' (Surf Area) x 3.5 ft (Avg. Depth) x 7.48 gal/fts= 12,566 gal
2 Determine Flow Rate: 12,566 gal / 360 min = 34.9 gpm + 0 gpm = 34.9 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3 Determine Pipe Sizes:.
Trunk Piping to be 2 5 to keep velocity at 8fps max at 117 m Maximum System Flow Rate
P 9 P Y P 9p Ys
Return Piping to be 2 0 to keep velocity at 8fps max. at 88�pm Maximum System Flow Rate
System. Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (SeeDetail at Right)_ .
NUULtUUIF'MtN
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
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tie
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7 ".J7
r a( f 3 r 8TO
1.0
Itrw` - - _ FfiPh4 t , Laarrd f '_ s E s
9 ifr... 20 06 40 60 W 111. 80 W lea 140 120 130 "a 1% W lid "a Ito 20 V0 27Gzaa 2d0 aaa.
1. Pool Volume Calculation: 44 ft (Surf Area) x 3 it (Avg. Depth) x 7.48 gal/fN= 987 gal
2. Determine Flow Rate: 987 gal / 360 min = 2.7 : gpm +. 0 , gpm = 2.7 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2 5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate 1aW
'.Return Piping to be 2 5 to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate , ,-
_ ystem Flow Rate Must Not Exceed Flow Rate for Main Dram Cover (See Detail at Rights '^ W6 -^-
POOL RETURI
POOLTRUNK
SPA RETURP
SPA TRUNI
J PIPING
PIPING
I PIPING
,PIPING
f
7.
CatZ
�
-..
1'.
LL
:0 ----
or m C1,2U1t'IVICIV 1 .('Q _;.M r a •7l ..�, M €- I.,: .��...__..
i �.. low
I
Pipe Size
8 fps
(in.)
GPM
Loss (Itlft)
1.0
21
: 0.23
1.5
50
0.14
2.0
82
0.10
2.5
117
0.09
3.0
181
0.07
4.0
1 313
0,05
6.0
1 712
0.03
NOTE: SEE ATTACHED HYDRAULIC CALCULATION _1 is --M • -- . .--- .---
FOR ADDITIONAL DETAILS REGARDING [
PUMP FLOW RATES AND TOTAL DYNAMIC 0ea 100 ya 11s WPao W1aa 1a I" tin 19A
HEAD CALCULATIONS. FLOW
GPM
POOL PUMP CURVE
RECEIVED
SELECTED EQUIPMENT CALCULATIONS
APR 16 2021
N.T.S.
ST. Lucie County,Permitting
PLUG PORTS NOT BEING USED OPTIONAL SINGLE
INTERIOR POOL FINISH CONNECTION OR FRAME / MUD RING
HYDROSTATIC VALVE
L •. .k
d° � GRAVEL
EARTH
SHOTCRETE/GUNNITE TO PUMP SINGLE PIPE CONNECTION ON ANY
OF THREE PORTS.
CUSTOM MOLDED PRODUCTS 32" CHANNEL DRAIN 1-`IrT. 2'% -vr T' OR GREATER PIPE
VGB-2009 COMPLIANT - MODEL CMP 25506-32X NOTE: 2.5" (POOUSPA) CONNECTION ON THIS INSTALLATION
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.
32'-0"
27".0' 5'-0"
OR
3'-0' WATER LIN1_E`__"__'__'7:!j� "i.. i:OMPLIANCE
ia,LIOI'E COUNTY
11 °SLOPE 11 °SLOPE
MAX. (TYP.) 11 7 - 1 TYP
MAX.
(.)
3 MAX. / /Ll
MAIN DRAIN /LO
LOCATION
LONGITUDINAL POOL SECTION
N.T.S.
(FILE COPY
LOUDEN BONDED POOLS
BORTNICK RESIDENTIAL POOL
LOT 168 - MEADOWOOD SUBDIVISION
,��pun♦♦♦♦ FORT PIERCE, FL 34951
oE�NRs y✓�c,��I POOL LAYOUT AND DETAILS
No.` 017 • •. � : ENGINEERING
i` •• �fiATE OF : w
°I All: �4DESIGN, LLC.
# 04; R �tGC,G04/ 1 3/'Z 1 4727 N. Hwy AlA Phone: (772) 226-0224
CLINTO J. RAHJES, �inNx\\ Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
DATE
FL. LICENSE No. 70170
L.B./C.O.A. No. 29080 DATE: 4/1-721 SHEET 1 OF 2
PROJ. NO.: 212
GENERAL NOTES
1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE
WITH 28 DAY STRENGTH OF 2500 PSI.
2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60
3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
STAINLESS STEEL 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
HANDRAIL (SAME COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS
BONDING FOR LADDER) SHALL 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.
6 9 POOL DECK ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY.
6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
T-6'
18"
12" MIN.
12" MIN:
STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO
0' - 3'
CONNECT #8 BARE AWG
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
h
COPPER WITH APPROVED
7.
ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
e.
BOND CLAMP
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
6" MAX.
•
•
ESTABLISH LOT LINES WHEN NECESSARY, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
12" MAX.
-,,
MIN. #8 BARE AWG
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
•
-�
COPPER AROUND
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
«4•
3'
PERIMETER OF POOL
8.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM
ANGLE OF REPOSE = 1.5:1
18"-24"
MIN. FOUR (4)
SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS: GENERALLY, ELECTRICAL LINES SHALL BE A
s
y
CONNECTIONS (ONE
MINIMUM OF 10 FEET FROM OPEN WATER.
-8" THICK WALL W/ #3 _,..
CONNECT PERIMETER
EACH SIDE) W/ #B BARE
9.
ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING
12 MAX.
, .. .
BARS @ 6" O.C.E.W. x
=
GROUND WIRE TO -
•
AWG COPPER W/
GATES.
GROUND SYSTEM =
"
APPROVED CLAMPS
10.
WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE
"
TAKEN. NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
6" THICK WALL W/ #3 REBAR @ 12"b.C.E.W.
CONNECT BARE AWG
11.
PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING
"
COPPER WITH APPROVED
H
TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE
5" THICK WALL W/ #3 REBAR @ 12" O.C.E.W.
BOND CLAMP
•
TO PAVEMENT DESIGN.
12.
VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
•
12" MAX.
13.
THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2020 FLORIDA BUILDING CODE
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
//�77
LIGHT NICHE J
7TH EDITION, AS WELL AS THE 2017 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15
OUTSIDE OF THE ANGLE OF REPOSE
COMPLIANT.
„
14.
BASE MATERIAL THICKNESS MUST BE 125%o OF CONCRETE FASTENER EMBEDMENT.
'
NOTE: BONDING PER 250.8'AND 680.26(B) OF
15.
HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
SEE TYPICAL WALL SECTION • `, • `°
NFPA 70, NATIONAL ELECTRICAL CODE.
MAINTENANCE IN ORDER TO PREVENT FAILURE.
FOR REINFORCEMENT
16.
WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2020-R4501.6.3
17.
POOL BARRIER TO COMPLY WITH FBC 2020-R4501.17
STAIRS DETAIL
ANGLE OF REPOSE
EQUIPOTENTIAL BONDING GRID DETAIL
18.
SKIMMERS TO COMPLY WITH FBC2020-4501.21.2
19.
EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
N r s
20.
WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2020-R4501.14
N.T S.
N.T S
21.
ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS
UNLESS OTHERWISE NOTED.
22.
ELECTRICAL RECEPTACLES AND FIXTURES SHALL BE ARRANGED TO COMPLY WITH FRC E4203, OR NEC
680.22
23.
ALL BONDING INCLUDING EQUIPMENT, WATER AND EQUIPOTENTIAL SHALL COMPLY WITH FRC E4204 OR
NEC 680.26, AS APPLICABLE.
WP MANUAL STARTER
24.
GLASS TILE MAY BE SELECTED FOR USE BY CONTRACTOR. WHERE INSTALLED IN HORIZONTAL
,
SWITCH (TYP.) 3 - #12 WIRES IN 3/4" CONDUIT
APPLICATIONS, THE TILE SHALL BE NON-SKID. THIS MAY BE ACHIEVED BY APPLYING LIQUIGUARD
TECHNOLOGIES SOLIDSTEPCOTE 04 NON -SLIP COATING OR APPROVED EQUAL.
TO PUMP
TO PUMP 2 (IF APPLICABLE)
TO ELEC. SERVICE VIA WATER PROOF PANEL 0� TO BLOWER (IF APPLICABLE)
G.F.I. NO MORE THAN 20' FROM POOL dill TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
3 #8 WIRES IN 1" CONDUIT
POOL DECK WATER LINE JUNCTIONV8"MIN
3 -#12 WIRES IN 3/4" CONDUIT
SPST TOGGLE SWITCH
18„ WATERLINE
12V TRANS.
18
1B" MIN.ON-CORROSIVE CONDUIT
12V LIGHT W/ K
LOW WATER (SEE TYPICAL SECTION)
BEAM' CUTOFF DEVICE
, ..
SWIMOUT DEPTH DETAIL ow
ELECTRICAL DIAGRAM
NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
IS IT A RESIDENTIAL POOL? (NOT A SPA)
GRATE TO BE ATTACHED d
HYDROSTATIC WITH SCREWS - REQUIREMENTS APPLY TO EXISTING POOL DOESN'TAPPLY TO
LINE (1-1/2') REPLACEMENTWADDITIONS AND NEW COMMERCIAL POOLS
��- CONSTRUCTION
IS THE PUMP MOTOR USED TO FILTER WATER?
14
�Es NO
a 3/4" ROCK BED (MIN 3YDS. CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO
ROCK TO STABILIZE SOIL) POLE OR CAPACITOR CIRCULATION WITHOUT
START -INDUCTION TYPES FILTRATION
WELL POINT
THREADED REMOVE GRATE AND WELL POINT LINE FROM
PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE
IS THE TOTAL HORESPOWER ONE OR LARGER?
WHEN EMPTYING TOTAL HP = PUMP HP x SERVICE FACTOR
WELLPOINT NO
NTC - N.T.S.
N.T.S. ALSO FOLLOWTHES
WASTE (RETAIN
ON SITE)
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS) FILTER SYSTEM
W/PRESSURE
GAGE AND AIR
RELEASE VALVE.
LEGEND
DQ CHECKVALVE
N GATE VALVE
-�- FLOW DIRECTION
MAIN RETURN LINE
KA
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a.
X
U
<
WZ
~
¢ w
¢'w
0 W
0-
STUB -OUT
00
_ 0
FOR O
�0
Q0
- w
C O
FUTURE a
- O
N 0
a
HEATER
'- u
7
POOL/SPA
a
z
a
w
w
z
u�w
g
�
nZ
U7
(Y
O
0
v
Iv
a
U a
z
a N
uai PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
N.T.S.
AIR
BLOWER
E 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 TW® SPEEDS.
CONTINUE ON.
- DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT
-
TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER
IS LESS.
- SOLAR POOL H€ATINGSYSTEMS ARE PERMITTED TO RUN AT
-
HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
4" THICK CONCRETE SLAB 6x6 • W1.4/W1.4
WWM OR FIBERMESH OR PAVER DECK W/
1:3 MAX. SLOPE
EXISTING SOILS COMPACTED TO 95% MAX.
IS THIS NEW CONSTRUCTION?
2' FLAT DECK WIDTH VARIES
COMPACTION
Orr' NO
ADDITIONAL REQUIREMENTS PER APSP-15:.
NO ADDITIONAL
-
6" WATERLINE TILE
- SIZE THE PUMP BASED ON:
REQUIREMENTS ARE IN
4"
''
-- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
PLACE
2- #3 BARS AT TOP
' -" - - - -- -
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL I
TIED TO VERT. STEEL
OR LESS THAN CIRCULATED FILTRATION FLOWRATE
Qw z
- A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
U 3: w
RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK
WIDTH VARIES FROM 4" - 6"
s
r O m
PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE
w � w
WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
_
'WED
NOTES: 1.) WALLS UNDER 5' IN HEIGHT MAYBE 4" THICK W/ #3
_
z
HEALTH STANDARDS.
VIE
FOR
BARS @12" O.C.E.W. CENTERED IN CONCRETE
2.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK
°•
":
`7 '"'
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
TURNOVER FLOW RATE.
" 7`"MPLI �NCE
POOL GAL. / 360 MIN. = FLOW RATE (IN GPM)
�Y4t
HOWEVER, ANY FOOTER MUST BE DESIGNED BY
PLASTER FINISH,
-
-- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTERS MIN.
" V
��i
OTHERS
GEM COAT OR
SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2)
3. WALLS OVER 6' IN HEIGHT SHALLBE REINFORCED
EQUIVALENT
-MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
PER WALL OPTIONS TABLE BELOW
' •
R
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
4.) THIS DECK DESIGN IS NOT INTENDED TO BE
- SWEEP ELBOWS ARE RECOMMENDED,
SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD
'" ,g
- (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
REQUIREMENTS FOR ADDITIONAL STRUCTURES
EXCEED FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
SHALL BE DESIGNED BY OTHERS
•< -
.
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
..... "
REQUIREMENTS.)
STEEL TEX. OR
• •
EQUIVALENT
6„
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
FIDE COPY
VV
TYPICAL WALL
AND DECK SECTION
(MAX.
6' HEIGHT)
N.T.S.
LOUDEN BONDED POOLS
VERT. REINFORCEMENT
'.. MAXIMUM WALL HEIGHTS
#3 BARS @ 12" O.C.
N/A
N/A
N/A
6'- 6"
#3 BARS @9"O.C.
N/A
N/A
6'-6".
T-0"
#3 BARS @6"D.C.
6'-6"
T-0"
T-6"
8,-0"
#3 BARS @3"0C.
T-6"
8'-0"
:8' 6'
9'-0
REQ. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8" THICK
HORIZ. REINFORCEMENT
1 #3 BARS@ 12" O.C.
#3 BARS @ 12" O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O C.
BORTNICK RESIDENTIAL POOL
LOT 168 - MEADOWOOD SUBDIVISION
,•••u��u����•, FORT PIERCE, FL 34951
4O��N•J� RAy✓�c%.� POOL LAYOUT AND DETAILS
�. ��.• GE N Sic •, cS •�
"v ENGINEERIN G No.70170 .*
ALTERNATE WALL OPTIONS
(WALL HEIGHT GREATER THAN 61) A:. ��A EOFP•:� DESIGN, LLC.
N
N.T.S.13/21 4727 N. Hwy AIA Phone: (772) 226-0224
CLINTO J. RAHJES, ►nnn�• Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
DATE
FL. LICENSE No.70170
L.B./C.O.A. No. 29080 DATE: 1- 2172 21
SHEET 2 OF 2
PROJ. NO.: