HomeMy WebLinkAboutPOOL LAYOUT28'-1"
24'-1" 4'-0"
3' 6" WATERLINE
11°SLOPE 1L-
MAX. (TYP.) 7 -11
3 MAX. 11 ° SLOPE
MAIN DRAIN MAX, (TYP.)
LOCATION
LONGITUDINAL POOL SECTION
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
LINE (1-1/2")
p
3/4" ROCK BED (MIN 3YDS.
ROCK TO STABILIZE SOIL)
WELL POINT
THREADED REMOVE GRATE AND WELL POINT LINE FROM
PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
WELLPOINT
N.T.S. N.T.S.
Determine Minimum System Flow Rate: (36 gpm per Skimmer) '..,
1. Pool Volume Calculation: 392 ft2 (Surf Area) x 4.75 ft (Avg. Depth) x 7.48 gal/tt'= 13,928 gal
2. Determine Flow Rate: 13,928 gal / 360 min = 38.69 gpm + 0 gpm = 38.69 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow) i
I
3. Determine Pipe Sizes:
Trunk Piping to be 2.0"__to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate
Return Piping to be 8.0" to keep velocity at Sips max. at 82 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover _(See_ Detail at Right) 1
Pump Model: FHPVSI.O H.P.: 1.0HP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
Filter Make: CS 100 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
Time Controller Make: Intermatic Model: PE 35300
POOL RETURN PIPING -
POOL TRUNK PIPING
11t
POOL EQUIPMENT
Pipe Size
8 fps
(in.)
GPM
Loss (ft/ft)
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
313
0.05
6.0
712
0.03
':1NCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBIL7OF THE M
CONTRACTOR OF RECORD I .,
7WESE PLANS AND ALL, PR PO , FO WORC
ARE R)BAECT TO AN I' COR"FOTIONS
1tEQUIRE0 DY FIELD INS 770',IS TI"AT
;AY BE NECESSAM IN ORDER TO
Ot,"PlY WITH ALL APKI04OLE CODES. t
COUNTY
�.�_.-
-:.1,3 DIVISION
REVIEErdE
FOR COPAPL pd
REVIEW D gQY
DATE -15-�
PLANS AND PER IT
MUST SE KEPT OWN OB OR
NOINSPECTION ;A/,'
i
N
r
`11 C rnMIV
NOTE: LAYOUT PROVIDED BY CONTRACTOR
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
a
`
6" WATERLINE TILE
8"
•
1
2-#3 BARS AT TOP-----�'-->-^-"---
a TIED TO VERT. STEEL
•:rF
Lj Z
8„
¢wz
o 0 w
WIDTH VARIES FROM 4"-6"
FOa
LU W
#5 BAR W/ OVERLAP AT
= o
END OF REBAR
„A.
-
Z to 60
�
NOTES: 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER ISPLASTER
FINISH,
REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEETGEM
COAT OR
FROM EDGE OF PAVEMENT
EQUIVALENT
2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLESTORY
SCREEN ENCLOSURE. ALTERNATE DESIGNS,
INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED,
PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE
W
SHALL TAKE PRECEDENCE OVER THIS DESIGN
VS-FHP1,0 PERFORMANCE CURVES
700
-
O s°
r,
so
LL
O
70
LL
60
34550 RPM ' -
wso
40
30
2750 RPM'.; _
tYJU RPM
z xu
-j
.. ,. 1r3a
J to
O 6
r►
N
0 10 20 36 40 50 60 70 60 90 100 110 120 130 140 150 140 1" 180 190 200
FLOW GPM
POOL PUMP CURVE
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR
ADDITIONAL DETAILS REGARDING PUMP FLOW RATES
AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N,T.S.
36' 11 "
8x8 FOOTERS
a H 1r 91
5"
3'6" DEEP
EXISTING CONCRETE
COVERED PATIO: TOP
AND STAIN TO MATCH
G')
(LO a
A(N
8�
3'11
--- ------ -�RCD
SAFET(BARRIER
36' 11 "
POOL LAYOUT
SCALE: 1/4" = 1
6' DEEP
R-------------
-------------
LIGHT
3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
HOWEVER, FOOTER MUST STILL BE CONCRETE IN 0DIMENSIONS AND REINFORCEMENTS DEPICTED STEELTE4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER EQUIVA6„WALL OPTIONS TABLE BELOW
#3 BARS @ .. ..
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
4877Pa)naello Drive
LOCATION MAP
N.T.S. (PROVIDED BY CONTRACTOR)
EQUIPTMENT LIST
LIGHT: (1) ONE SAVI SOL LED
TRANSFORMER: 30OW
JUNCTION BOX: STANDARD
SKIMMER: 2" AUTOMATIC 2 PORT
MAIN DRAIN: CHANNEL
HYDRO JETS: (2) TWO
RETURNS: (3) THREE
VACUUM LINE: YES
CHLORINATOR: JANDY TRUECLEAR SALT
FILTER: JANDY CS 100
PUMP: DANDY VS 1,65 HP
HEATER:NONE
AUTOMATION: STANDARD TIMER
HANDRAIL OR LADDER: NONE
DECK TYPE: CONCRETE TOP & COAT
DECK SOFT: 616
EXISING SOFT: 738
FOOTERS: 86'11" LF
COPING: CAPSTONE
DECK DRAIN:36'11"
-3f DIMENSIONS:
281"x 147'
352 SIF + 73'9a LF
9,485 GALS
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
POOLDECK
so I6" MAX.
CONNECT #8 BARE AWG
COPPER WITH APPROVED
10ND CLAMP
MIN. #8 BARE AWG
COPPER AROUND
PERIMETER OF POOL
18"-24" MIN. FOUR (4)
CONNECTIONS (ONE
CONNECT PERIMETER -` EACH SIDE) W/#8 BARE
GROUND WIRE TO _ - • AWG COPPER W/
GROUND SYSTEM APPROVED CLAMPS
CONNECT#8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP •5
LIGHT NICHE
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
EQUIPOTENTIAL BONDING GRID DETAIL
N.T.S.
WASTE (RETAIN
ON SITE)
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
FILTER SYSTEM
MAIN RETURN LINE
W/PRESSURE
GAGE AND AIR
RELEASE VALVE
N
4
Z
0
¢w
7 F
¢w
7
¢L
O
r0
OJ
Oj
a
g
O
U
0
LL
a
LEGEND
pQ CHECKVALVE
POOL
N 2-WAY VALVE
-► FLOW DIRECTION
i j
w
w
a
ao
z
9
N
O
U J
ry
0.
R
7
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
N.T.S.
WP MANUAL STARTER
SWITCH (TYP.) 3-#12 WIRES IN 3/4" CONDUIT
" ❑ _ TO PUMP
-� TO PUMP 2 (IF APPLICABLE)
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 V CONDUIT
JUNCTION BOX 3 -#12 WIRES IN 3/4':CONDUIT
48" MIN. SPST TOGGLE SWITCH
WATER LINE
i - 12V TRANS.
18" MIN. 8 MIN. V NON -CORROSIVE CONDUIT
i
12V LIGHT W/ POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
18" 1 12" MIN. 1 12" MIN.
12" MAX.
I
12" MAX.
n,.
"• t 12" MAX.
6x 6
a
a
SEE TYPICAL WALL SECTION
FOR REINFORCEMENT
NOTE: ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FOR THE TOP
AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT.
STAIRS DETAIL
N.T.S.
T-6'
0' - 3'
3'
ANGLE OF REPOSE=1.5:1
1
8" THICK WALL W/#3 ,
BARS @ 6" O.C,E.W. " >*
6" THICK WALL W/ #3 REBAR @ 12" O.C.E.W.
5" THICK WALL W/ #3 REBAR @ 12" O.C.E.W.
NOTE, SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
ANGLE OF REPOSE
NTS.
GENERALNOTES
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.
4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS 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.
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
STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY
FOR THE SAFETY OF EXISTING STRUCTURES.
7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOTAND
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELDAND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM
SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A
MINIMUM OF 10 FEET FROM OPEN WATER.
9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING
GATES.
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.
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
PAVEMENT DESIGN.
12. VACUUM LINE SHALL INCLUDE SPRING LOADED SELF CLOSING COVER.
13. THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2017 FLORIDA BUILDING CODE, AS WELL AS
ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT.
14. BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT.
16. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
MAINTENANCE IN ORDER TO PREVENT FAILURE.
16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3
17, POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17
18. SKIMMERS TO COMPLY WITH FBC. 2017-4501,21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
REQUIREMENTS APPLY TO EXISTING POOL
DOESN'T APPLY TO
REPLACEMENTS/ADDITIONS AND NEW
COMMERCIAL POOLS
CONSTRUCTION
IS THE PUMP MOTOR USED TO FILTER WATER7
H85 NO
DOESNT APPLY TO
CANNOT BE SPLIT -PHASE, SHADED
POLE OR CAPACITOR
CIRCULATION WITHOUT
START -INDUCTION TYPES
FILTRATION
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
A
ALSO FOLLOW THESE REQUIREMENTS:
SINGLE SPEED 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. THE 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-PEAK
PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN
THE WATER IN THE CONDITION REQUIRED BY APPLICABLEPUBLIC
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
TURNOVER FLOW RATE.
- POOL GAL. / 360 MIN. = FLOWRATE (IN GPM)
-- 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.)
PLUG PORTS NOT 00Ne.USE.D ZONAL SINGLE CONNECTION OR HYDROSTATIG VALVE
INTERIOR RAMS IMUD:-RING
POOL FINISH N r
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, 4CI.La0
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oa O ......a ".._-_o.'° _a ° `a-A'o a a o O
IS 171i a °° a o a o ° ° CLC LI TC
.t2 12;1 : 000
Rai � 00 0 0 � f �0 �.�
EART TGRETE / GUNITE
cRA TO RUM NOTE: 2.0" PIPE CONNECTION ON
CUSTOM MOLDED PRODUCTS THIS INSTALLATION
32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON
ANY a PORTS
VGB-2009 COMPLIANT 1-1 ".2", _4,PORTS
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
SWIMOUT DEPTH DETAIL
SCANNt=1-:,'
BY
St Lucie County
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
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 ALARMS AT
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
LOUDEN BONDED POOLS
SANGUEDOLCE RESIDENTIAL POOL
4917 PALMETTO DR
FORT PIERCE, FL 34982
N.T.S.
REV1 - REVISED NO �0FV12d1176 POOL LAYOUT AND DETAILS
'6t-N�C E"S ti, - ENGINEERING
�%� + CC• • (r
N o. 70170
* * * = DESIGN LLC.
• G TATE OF f ; Q 4731 N. Hwy AlA, Ste. 228 Phone: (772) 226-0224
Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
CLINTO J. @ Pr .DATE
FL. LI NSE Nd. • iA�����`` DATE: 2/7/18
L.B./C.O.A. No. 2908 SHEET 1 O F 1
PROD. NO.: 17-171