HomeMy WebLinkAboutFord revised plans with larger deckMIN. VERTICAL:2'-3" SHALLOW END3'-8" DEEP END#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
PLASTER FINISH,
GEM COAT OR
EQUIVALENT
6"
6" WATERLINE TILE
R
8"
8"
4" THICK CONCRETE SLAB 6x6 -
W1.4/W1.4 WWM OR FIBERMESH
W/ EXISTING SOILS COMPACTED
TO 95% MAX. COMPACTIONDECK WIDTH VARIES
#5 BAR W/ OVERLAP AT
END OF REBAR
1:3 MAX. SLOPE
STEEL TEX. OR
EQUIVALENT
WIDTH VARIES FROM 4" - 6"
NOTES:1.)IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS
REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET
FROM EDGE OF PAVEMENT
2.)FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE
STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS,
INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED,
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
4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER
WALL OPTIONS TABLE BELOW
2- #3 BARS AT TOP
TIED TO VERT. STEEL
11° SLOPE
MAX. (TYP.)11° SLOPE
MAX. (TYP.)MAIN DRAIN
LOCATION
WATER LINE
1
3 MAX.
1
7
18'-0"2'-0"
3'-6"
5'-0"
20'-0"1-1/2" TO AUX.POOL JETS1-1/2" TO AUX.POOL JETS1-1/2" TO AUX.FLOOR RETURN1-1/2" TOACCESSORYFILTER SYSTEM
W/ PRESSURE
GAGE AND AIR
RELEASE VALVE
MAIN RETURN LINE
POOL
2" SKIMMER POOL DRAINS2.5" SCH.40 PVC1-1/2" CLEANERLINEPUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
WASTE (RETAIN
ON SITE)
CHECK VALVE
2-WAY VALVE
FLOW DIRECTION
LEGEND
8" MIN.
48" MIN.
18" MIN.
JUNCTION BOX
WATER LINE
12V LIGHT W/
LOW WATER
CUTOFF DEVICE
POOL WALL AND DECK
(SEE TYPICAL SECTION)
TO ELEC. SERVICE VIA WATER PROOF
G.F.I. NO MORE THAN 20' FROM POOL
EDGE AND NOT WITHIN 10' OF POOL EDGE
PANEL
TO PUMP
TO PUMP 2 (IF APPLICABLE)
TO BLOWER (IF APPLICABLE)
TO HEATER (IF APPLICABLE)
12V TRANS.
SPST TOGGLE SWITCH
3 #8 WIRES IN 1" CONDUIT
3 - #12 WIRES IN 3/4" CONDUIT
3 - #12 WIRES IN 3/4" CONDUIT
1" NON-CORROSIVE CONDUIT
WP MANUAL STARTER
SWITCH (TYP.)
POOL DECK
6" MAX.
18"-24"MIN. FOUR (4)
CONNECTIONS (ONE
EACH SIDE) W/ #8 BARE
AWG COPPER W/
APPROVED CLAMPS
MIN. #8 BARE AWG
COPPER AROUND
PERIMETER OF POOL
CONNECT PERIMETER
GROUND WIRE TO
GROUND SYSTEM
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
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.
GRATE TO BE ATTACHED
WITH SCREWS
WELL POINT
THREADED
PVC PIPE
3/4" ROCK BED (MIN 3YDS.
ROCK TO STABILIZE SOIL)
HYDROSTATIC
LINE (1-1/2")
REMOVE GRATE AND WELL POINT LINE FROM
MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
ANGLE OF REPOSE = 1.5:1
0' - 3'
3' - 6'
6' - 9'
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.
3'
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
SEE TYPICAL WALL SECTION
FOR REINFORCEMENT
12" MAX.
18"12" MIN.12" MIN.
12" MAX.
12" MAX.
NOTE: ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FOR THE TOP
AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT.
18"
18"
POOL DECK WATER LINE
BEAM
OPTIONAL SINGLE
CONNECTION OR
HYDROSTATIC VALVE
SINGLE PIPE CONNECTION ON ANY
OF THREE PORTS.
1-1/2". 2", 2-1/2". 3" OR GREATER PIPE
PLUG PORTS NOT BEING USED
GRAVEL
TO PUMP
FRAME / MUD-RINGINTERIOR POOL FINISH
SHOTCRETE/GUNNITE
EARTH
LONGITUDINAL POOL SECTION
PLUMBING DIAGRAM
ELECTRICAL DIAGRAM
N.T.S.
N.T.S.
N.T.S.
N.T.S.
EQUIPOTENTIAL BONDING GRID DETAIL
N.T.S.
TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
ALTERNATE WALL OPTIONS
(WALL HEIGHT GREATER THAN 6')
N.T.S.
VERT. REINFORCEMENT
#3 BARS @ 12" O.C.
REQ. WALL THICKNESS
HORIZ. REINFORCEMENT
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
#3 BARS @ 3" O.C.
MAXIMUM WALL HEIGHTS
N/A
N/A
N/A
N/A
N/A
6' - 6"
7' - 6"
7' - 0"
8' - 0"
6' - 6"
7' - 6"
8' - 6"
6' - 6"
7' - 0"
8' - 0"
9' - 0"
#3 BARS @ 12" O.C.#3 BARS @ 12" O.C.#3 BARS @ 9" O.C.#3 BARS @ 6" O.C.
4" THICK 5" THICK 6" THICK 8" THICK
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
POOL LAYOUT
SCALE: 1/4" = 1'
REQUIREMENTS APPLY TO EXISTING POOL
REPLACEMENTS/ADDITIONS AND NEW
CONSTRUCTION
DOESN'T APPLY TO
COMMERCIAL POOLS
IS THE PUMP MOTOR USED TO FILTER WATER?
CANNOT BE SPLIT-PHASE, SHADED
POLE OR CAPACITOR
START-INDUCTION TYPES
DOESN'T APPLY TO
CIRCULATION WITHOUT
FILTRATION
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
ALSO FOLLOW THESE REQUIREMENTS:
- PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS.
-CONTROLS NED TO BE CAPABLE OF OPERATING AT A
MINIMUM OF TWO SPEEDS.
-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.
SINGLE SPPED PUMP
PERMITTED. ADDITIONAL
REQUIREMENTS MAY APPLY
CONTINUE ON.
IS THIS NEW CONSTRUCTION?
ADDITIONAL REQUIREMENTS PER APSP-15:.
-SIZE THE PUMP BASED ON:
--POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
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. = FLOW RATE (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.)
NO ADDITIONAL
REQUIREMENTS ARE IN
PLACEYESNOYESNO
YES NO
YES NO
NOTE: LAYOUT PROVIDED BY CONTRACTOR
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
Pipe Size 8 fps
(in.)GPM Loss (ft/ft)
2.0 82 0.10
2.5 117 0.09
3.0 181 0.07
WELLPOINT
N.T.S.
POOL PUMP CURVE
POOL EQUIPMENT
POOL RETURN PIPING
POOL TRUNK PIPING
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.
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 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 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 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-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.
2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
IS IT A RESIDENTIAL POOL? (NOT A SPA)
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 __ ____ ALARMS AT
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
ANGLE OF REPOSE
N.T.S.
STAIRS DETAIL
N.T.S.
SWIMOUT DEPTH DETAIL
N.T.S.
CHANNEL DRAIN INSTALLATION DETAIL
N.T.S.
CUSTOM MOLDED PRODUCTS 32" CHANNEL DRAIN
VGB-2009 COMPLIANT - 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.
NOTE: 2.5" (POOL) CONNECTION ON
THIS INSTALLATION
ENGINEERING
DESIGN, LLC.
4727 N. Hwy A1A Phone: (772) 226-0224
Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.comCLINTON J. RAHJES, P.E.DATE
FL. LICENSE No. 70170
L.B./C.O.A. No. 29080
PROJ. NO.:
DATE:
7N0170o.
T TAE OFSFLORID ALIC E N SECLINTON J.RAHJ ESPROFESSIONA L E N GINEER11/3/20
20-83
PIPELINE POOL AND PAVERS, INC.
FORD RESIDENTIAL POOL
7705 LOCKWOOD DR
FORT PIERCE, FL 34951
POOL LAYOUT AND DETAILS
SHEET 1 OF 1
6/23/21
Rev. 1: Revised pool deck layout per contractor and
added footer for future screen enclosure. 6/22/21