HomeMy WebLinkAboutPOOL INFORMATION18" 1 12" MIN.
I
•
SEE TYPICAL WALL SECTION " • z
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
12"
12" MAX.
12"
N.T.S.
6 9
T-6'
0' - 3'
3'
ANGLE OF REPOSE = 1.5:1 .
.s,
8" THICK WALL W/
#5 BARS @ 6" O.C.E.W.
6" THICK WALL W/#3 REBAR @ 6" O.C.E.W.
OR 8" THICK WALL W/ #5 REBAR @ 12" O.C.E.W.
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.
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 44 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
48" MIN. SPST TOGGLE SWITCH
WATER LINE
12V TRANS.
18IMIN.
8 MIN. 1" NON -CORROSIVE CONDUIT
18
12V LIGHT W/>` POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
N.T.S.
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
VALVE (1-1/2")
a
3/4" ROCK BED (MIN 3YDS.
.n 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 LAYOUT
NOTE: LAYOUT PROVIDED BY CONTRACTOR SCALE: 1/4" = V
SWIMOUT DEPTH DETAIL
NTS.
12'-2"
w.w-----
WATER LINE
T-6
1 4'-11"
110 SLOPE J 11°SLOPE
MAX. (TYP.) 1 MAX. (OPE.)
3 MAX.
MAI=RAIN
LOCATION
LONGITUDINAL POOL SECTION
N.T.S.
1:3 MAX. SLOPE
I T FLAT
4"
4" THICK CONCRETE SLAB
6X6 - W1.41N1.4 WWM OR
FIBERMESH
DECK WIDTH VARIES
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2- #3 BARS AT TOP
6" WATERLINE TILE
TIED TO VERT. STEEL
CI
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<
WIDTH VARIES FROM 4" - 6"
W
12" ALONG BACK WALL
= O a.
m W
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NOTES: 1.) WALLS UNDER FIN HEIGHT MAYBE 4" THICK W/ #3
1
BARS @12" O.C.E.W. CENTERED IN CONCRETE
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2.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
h
HOWEVER, ANY FOOTER MUST BE DESIGNED BY
OTHERS
3.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED
PER WALL OPTIONS TABLE BELOW
•
4.) THIS DECK DESIGN IS NOT INTENDED TO BE
R
d ,al
SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD
REQUIREMENTS FOR ADDITIONAL STRUCTURES
SHALL BE DESIGNED BY OTHERS
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STEEL TEX. OR
•
EQUIVALENT
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
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#3 BARS @ 12" O.C. E.W. J
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
WASTE (RETAIN
ON SITE)
4RELEASEVALV
ILTER SYSTEM
W/PRESSURE
GAGE AND AIR EE
LEGEND
CHECKVALVE
N 2-WAY VALVE
-► FLOW DIRECTION
NTS
MAIN RETURN LINE
PLASTER FINISH,
GEM COAT OR
EQUIVALENT
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6"
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NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
MIN. #6 BARE AWG
COPPER AROUND
PERIMETER OF POOL
18"-24"
CONNECT PERIMETER �\
GROUND WIRE TO -
GROUND SYSTEM
CONNECT#8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
LIGHT NICHE -�
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
N.T.S.
6" MAX. • •
x�
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
MIN. FOUR (4)
CONNECTIONS (ONE
EACH SIDE) W/ #8 BARE
• AWG COPPER W/
APPROVED CLAMPS
.a
�s
EQUIPOTENTIAL BONDING GRID DETAIL
N.T.S.
SAFETY NOTES
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 _X ALARMS AT THE
ENTRANCES TO THE POOL (ONE TO BE CHECKED).
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 NSFAPPROVAL.
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 ESE. 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 ENGINEERACCEPTS NO RESPONSIBILITY FOR
THE SAFETY OF EXISTING STRUCTURES.
7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
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
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 BETAKEN.
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 A SPRING LOADED SELF CLOSING COVER.
13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH
EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT.
14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT.
15. 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-R4601.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17
18. SKIMMERS TO COMPLY WTH 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 2017-114501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
:QUIREMENTS APPLY TO EXISTING POOL DOESNT APPLY TO
REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
[IS THE PUMP MOTOR USED TO FILTER WATER? I
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 HE = PUMP HP x SERVICE FACTOR
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 OFTWO 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 APPLICABLE PUBLIC 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.
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FOR
- SWEEP ELBOWS ARE RECOMMENDED.
REVF' 91MED
-(REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW
IANCE.
DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN
��� ^OMP!W+S �M
THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7
ENTRAPMENT AVOIDANCE REQUIREMENTS.)
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ST• LUCIE CO
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PLUG PORTS NOT BEING USE6 TONAL SINGLE CONNECTION ORYIYOROSTA. VALVE
INTERIOR AMEt MUO NG
POOL FINISH I,
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OTCRETE I GUNITE
'RAW TO PIOM
USTOM MOLDED PRODUCTS
2" CHANNEL DRAIN SINGLE PIPE CONNECTION ON
ANY OF THREE PORTS.
GB-2009 COMPLIANT 1-1rr:x.ZI**,3"ORGREArERPIPE
ODEL: 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
APR 9.. 5 119
ST. Lucie County, P<drmittln9
QI REMOVED HEAT PUNI�R}7Q�P�C y aMQUT, CJR, 4/17/19
e•G�,�,• C E N stc••�(b�'C
No,70170
•e TATE OF t� /
G % '-< .Y
CLINTON RAHJE , ,o� DNAL -N- DATE
FL. LICENSE No, 70170
L.B./C.O.A. No. 29080
FILE COPY
PIPELINE POOLS AND PAVERS, INC.
SASSEVILLE RESIDENTIAL POOL
25 MAJESTIC WAY SCANNE
FORT PIERCE, FL 34949 BY
St. Lucie Co
POOL LAYOUT AND DETAILS
40 ENGINEERING
DESIGN, LLC.
4731 N. Hwy Al A, Ste. 228 Phone: (772) 226-0224
Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
DATE: 1 1 9 SHEET 1 O F 1
PROJ. NO.:O.:9-33