HomeMy WebLinkAboutConstruction PlanGENERALNOTES
26'-6"
2V-0" 5'-6"
WATER LINE
3,4„
1 5'-0"
110SLOPE 17
MAX. (TYP') 3 MAX. 11 °. SLOPE
MAIN DRAIN MAX. (TYP.)
LOCATION
LONGITUDINAL POOL SECTION
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
LINE (1-1/2")
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.
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: _ 356 _. ft2 (SurfArea) 3.3 It (Avg. Depth) x 7.48 gallfi _8,788_ gal
2. Determine Flow Rate: 8,788_ _ gal f 360 min = 24.40973, gpm + 0 gpm = 24.41 _ gpm
(Volume) (Turnover Time) -- (Pool Flow) (Feature Flow) - (System Flow)
3. Determine Pipe Sizes:. tea'. '
Trunk Piping to be 2 5" to keep velocat 8fps max. at 117 gpm , a ystem Flow Rate
ity
Return Piping to be 2 0" - to keep velocity at 8fps max. at 82 gprn 1 FIT
System Flow Rate
Sysiem_Flow Rate Must Not Exceed Flow Rate,for Main Drain Cover (Seep fight)
sa
Pump Model _ FHPV51.0 _ _„ H P. 111'.x�,,,fi�.-
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed.9 variable speed.
Filter Make: CS 100 Size' "" 'h 100
Filter min. area based on 6 hr turnover flow rate (pool flow r calculated above)
Divide gpm by the following factors: Cartridge - 0.375, Sari 15 or D.E. - 2
Time Controller Make: Intermatic Model: PE 35300
POOL EQUIPMENT
Determine Minimum System Flow Rate: (35 gpm-per Skimmer)
1. Pool Volume Calculation: 49 ___ ft2 (Surf Area); 3 _ If (Avg. Depth) x 7.48 _gal/ft3= _ 1,100_gal t
2. Determine Flow Rate: 1,100_ gal / 360 min = 3.054333 gpm + 0 gpm = 3.0543. 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
Return Piping to be 2.5" to keep velocity at Sips max. at 117 gpm Maximum System Flow Rate
System, Flow Rate Must Not Exceed Flow Rate, for Main Drain Cover (See Detail at,Right)
Pump Model' FHPM1.5 H.P.: 1.5HP _.
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
Filter Make: 0 Size: 0
Filter min. area basedon 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 -
SPA RETURN PIPING
SPA TRUNK PIPING
SPA EQUIPMENT
Pipe Size
8 fps
(in.)
GPM
Loss (ft/ft)
2.0
82
0.10
2.5
117
0.09
3.0
181
0,07
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS
FOR ADDITIONAL DETAILS REGARDING
PUMP FLOW RATES AND TOTAL DYNAMIC
HEAD CALCULATIONS.
N.T.S.
VS-FHPI.0 PERFORMANCE CURVES
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10 20 DO 60 50 60 70 60 90 100 110 120 R30 TAO 150 160 170 140
t90 20
FLOW GPM
POOL PUMP CURVE
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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
8"
6" WATERLINE TILE
2- #3 BARS AT TOP
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8
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WIDTH VARIES FROM 4" - 6"
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#5 BAR W/ OVERLAP AT
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END OF REBAR
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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 •
"
STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS,
R
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 STEEL TEX. OR
4.) WALLS OVER 6IN HEIGHT SHALL BE REINFORCED PER EQUIVALENT
6"
WALL OPTIONS TABLE BELOW
#3 BARS @ 12"
O.C. E.W.
CENTERED IN CONCRETE
STAINLESS STEEL
1.
ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH
HANDRAIL (SAME
28 DAY STRENGTH OF 2500 PSI.
BONDING FOR LADDER)
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
POOL DECK
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL
N BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS,
5.
T EN .
ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER O SURE THAT PLUMBING IS NOT DISTURBEDALL
CONNECT #8 BARE AWG
FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY.
COPPER WITH APPROVED
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
•
•
BOND CLAMP
THE SAFETY OF EXISTING STRUCTURES.
6" MAX.
" '-"
7.
ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
MIN. #8 BARE AWG
-:;
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
COPPER AROUND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
PERIMETER OF POOL
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
18"-24"-
MIN. FOUR (4)
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
CONNECTIONS (ONE
8.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS
CONNECT PERIMETER �\
EACH SIDE) W/ #8 BARE
AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET
GROUND WIRE TO _
•
AWG COPPER W/ 4, "�
FROM OPEN WATER.
GROUND SYSTEM
APPROVED CLAMPS
9.
ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES.
t ,
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.
CONNECT #8 BARE AWG
",, a;.
11.
PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO
COPPER WITH APPROVED
PATIO DESIGN ARE NOTAPPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO
BOND CLAMP
•
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 2020 FLORIDA BUILDING CODE 7TH
LIGHT NICHE
)
EDITION, AS WELL AS THE 2017 NATIONAL ELECTRIC CODE, ANSI/APSP-7 AND SHALL BE ANSI 15 COMPLIANT.
14.
BASE MATERIAL THICKNESS MUST BE 125 % OF CONCRETE FASTENER EMBEDMENT.
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15.
HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
NOTE: BONDING PER 250.8 AND 680.26(B) OF
MAINTENANCE IN ORDER TO PREVENT FAILURE.
NFPA 70, NATIONAL ELECTRICAL CODE.
16.
WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2020-R4501.6.3
17.
POOL BARRIER TO COMPLY WITH FBC 2020-R4501.17
EQUIPOTENTIAL BONDING GRID DETAIL
18
19.
NCONCRETEWITH FBC LAB, 1.2
SKIIPMENMERS TF FOUNDAOMPLYTION
EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5"THICK, POUR IN PLACE.
EQUIPMENT
20
WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2020-R4501 14
TYPICAL WALL AND DECK SECTION WASTE (RETAIN
(MAX. 6'HEIGHT) PUMP WITH HAIR AND LINT ON SITE)
STRAINER (SEE ATTACHED
N.T.S. CALCULATIONS) FILTER SYSTEM
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"
7' - 0"
#3 BARS @6"O.C.
6'-6"
7'-0"
T-6"
8'-0..
#3 BARS @3"O.C.
T-6"
8'-0"
8'-6"
9'-0..
RED. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8" THICK
HORIZ. REINFORCEMENT
i #3 BARS @ 12" O.C.
#3 BARS @ 12" O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
ALTERNATE WALL OPTIONS
(WALL HEIGHT GREATER THAN 6')
N.T.S.
POOL EQUIPMENT LIST
LIGHT: (1) HYDRA COOL COLOR LED COLOR
TRANSFORMER: (1) 300 W TRANSFORMER
JUNCTION BOX: STANDARD JBOX 5 HOLE
SKIMMER: 2" AUTOMATIC
MAIN DRAIN:CHANEL
HYDRO JETS: NONE
RETURNS: (3) THREE
VACUUM: (1) ONE
CHLORINATOR: DANDY TRUE CLEAR SALT
FILTER: DANDY CS 100
PUMP: JANDY 1HP PUMP
HEATER:RHEEM 119K BTU
TIMER: STANDARD
DECK TYPE: CONCRETE
DECK SQFT: 691 SQFT
EXISTING:N/A
FOOTER: 8" X 8"
WATER FEATURE:BUBBLER ON SUNSHELF
�
ALARM: DECK GUARD
SCREEN ENCLOSURE
SPA EQUIPMENT LIST
HEIGHT: FLUSH
LIGHT: (1) HYDRA COOL LED COLOR
MAIN DRAIN: CHANEL
HYDRO JETS: (4) FOUR
Z W/ V R RETURNS: (2) TWO
OUT PUMP: DANDY 1.5 HP 2 SPEED MANUAL PUMP
SPILLWAY: 10LF TILE
SPA PUMP CURVE
SELECTED EQUIPMENT CALCULATIONS
N T-S
462"
Lj K
Tx
FLUSH H�
POOL 25' X 15' SPAR COOL
356 SQFT 83LF -18"
2' 6' I'VY HYDRA 8,744 GALLONS
/COOL LED a A
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m Eh xi
1811 '
v
SWIM OUT n
tPDFI (T1A1 20' 6" #7-.
SUNSHELF W/
BUBBLER AND
UMBRELLA
SLEEVE
172"
8" X 8" FOOTER
CONCRETE POUR
U1 TOP AND COAT
---- ------------------------- -------------------------------------------------------------------_ ------------------------------------- --------- ---------------------
46LF DECKO DRAIN
691 SQ--
FT
12' 6" '
17 i
COVERED PORCH t
. � EXISTING PAVERS 1�
4306 SOUTH US 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NANCY MCNALLY
(772) 696-1747
NOTE: LAYOUT PROVIDED BY CONTRACTOR
EXISTING PAVER EXTENSION
REMOVED BY HOMEOWNER
POOL LAYOUT
SCALE: 1/4" = V
' W/
OUT
BORIOTTI RESIDENCE
2628 CONIFER H180N
FORT PIERCE, FL
631-944-1380
1/4" = 1 It
N.T.S.
MAIN RETURN LINE
W/PRESSURE
GAGE AND AIR
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HEATER C O
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LEGEND
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POOL/SPA
N GATE VALVE
-► FLOW DIRECTION
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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 PRO E4204 OR NEC
680.26, AS APPLICABLE.
24, GLASS TILE MAY BE SELECTED FOR USE BY CONTRACTOR. WHERE INSTALLED IN HORIZONTAL
APPLICATIONS, THE TILE SHALL BE NON-SKID. THIS MAY BE ACHIEVED BY APPLYING LIQUIGUARD
TECHNOLOGIES SOLIDSTEPCOTE 04 NON -SLIP COATING OR APPROVED EQUAL.
NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
IS IT A RESIDENTIAL POOL? (NOT A SPA)
y�5 NO
REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO
REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
IS THE PUMP MOTOR USED TO FILTER WATER?
AIR E5 NO
yBLOWER
0 PUMP WITH HAIR AND LINT CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO
N STRAINER (SEE ATTACHED POLE OR CAPACITOR CIRCULATION WITHOUT
CALCULATIONS) I START -INDUCTION TYPES I I FILTRATION
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
LL 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 41 TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
3 #8 WIRES IN 1" CONDUIT
JUNCTIONWA, 3 -#12 WIRES IN 3/4" CONDUIT
SPST TOGGLE SWITCH
WATER LINE2V TRANS.ON-CORROSIVE CONDUIT
8" MIN_12V LIGHT W/ K
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
N.T.S.
18" I 12" MIN. I 12" MIN.
12" MAX.
12" MAX.
«1
A' 12„
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
- POOL DECK WATER LINE
16"
18"
BEAM
SWIMOUT DEPTH DETAIL
N.T.S.
3' - 6'
0' - 3'
3'
ANGLE OF REPOSE = 1.5:1
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
N.T.S.
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
P NQ
ALSO 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
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?
�5 NQ
NO ADDITIONAL
ADDITIONAL REQUIREMENTS PER APSP-15:.
- 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. = 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.)
PLUG PORTS NOT BEING USED OPTIONAL SINGLE
CONNECTION OR
FRAME / MUD -RING
INTERIOR POOL FINISH HYDROSTATIC VALVE
GRAVEL
EARTH
SINGLE PIPE CONNECTION ON ANY
SHOTCRETE/GUNNITE T T�Pum.
OF THREE PORTS.
1-1/2". 2-1/2". "OR GREATER PIPE
CUSTOM MOLDED PRODUCTS 32" CHANNEL DRAIN NOTE: 2.5" CONNECTIONS ON THIS
VGB-2009 COMPLIANT - MODEL: CMP 25506-32X 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.
SAFETY NOTES
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN 8'-B" 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
BORIOTTI RESIDENTIAL POOLI��
2628 CONIFER DRIVE V�
®°�*n21gt°trFt FORT PIERCE,FL34951
}�®• 1G E N, a POOL LAYOUT AND DET� G Cr
NQ.701ENGINE&ING
STATE OF ;tea
= O . . 4 �,40 DESIGN LLC.
' 0R1r;;'Y`�4 ,
1)NALd �2 14727 N. Hwy AlA Phone: (772) 226-0224
CUNT J. RAHJES, DATE Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com
LICENSE . 2 70 L.1 SHEET 1 O F 1
L I3./C.O.A. No. 9080 DATE: 9/29121
PROD. NO.: 21-156
Company:
Job Name:
POOL TDH CALCULATION
Address:
State:
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---- --_ -- --- - - - -
46Lf- DECKO DRAIN 691 SQFT
4306 SOUTH US 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NAN(Y MCNALLY
(772) 696-[747
The Association of
ibl%psp Pool & Spa Professionals s
17' 1"
COVERED PORCH
EXISTING PAVERS
AS
SUNSHELF W/
BUBBLER AND
UMBRELLA
SLEEVE
IT 2"
EXISTING PAVER EXTENSION
REMOVED BY HOMEOWNER
ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
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OUT
CONCRETE POUR
TOP AND COAT
---- --_ -- --- - - - -
46Lf- DECKO DRAIN 691 SQFT
4306 SOUTH US 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NAN(Y MCNALLY
(772) 696-[747
The Association of
ibl%psp Pool & Spa Professionals s
17' 1"
COVERED PORCH
EXISTING PAVERS
AS
SUNSHELF W/
BUBBLER AND
UMBRELLA
SLEEVE
IT 2"
EXISTING PAVER EXTENSION
REMOVED BY HOMEOWNER
ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
BORIOTTI
CONTRACTOR NAME
AND ADDRESS:
LOUDEN POOLS
2628 CONIFER
4306 S US HWY 1
FORT PIERCE, FIL
FT. PIERCE FL
OWNER: BORIOTTI
CONTRACTOR PHONE: (772) 465-2700
DATE. 6/12/2021
This information sheet was prepared by the APSP-15 Residential Swimming Pool and spa energy erriciency stanaara writing t,ommictee or the Association or Pool and spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only. Contractors should acquire and comply
with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 8,786 ; or
1. 8,788 gallons
_
b. Calculated Gallons: 356 (surface area) X 3.3 (average depth) X Z48 (gal/ft^3) = 8,788
2. §5.2.1: Calculated maximum filtration flow rate
2. 36 gpm
(Pool volume _ 360 or 36gpm whichever is larger)
3. §5.2.2: Auxiliary Pool Load: flyes, IZI No?
(Enter the highest "auxiliary pool load" to be powered by the swimming pool filtration pump. Do not add auxiliary
3, gam
_
pool load flow rates together, only the highest is used.)
4. Calculated maximum flow rate
4. 36 gpm
_
(Item 2 or item 3, whichever is larger.)
5. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
Sa. 1.5 inches
_
low capacity the same or more than item 4.
(Enter the smallest pipe size from Table 1 with a 6 fps f p Y )
b. Minimum suction branch pipe diameter
5b. 1.5 inches
(Calculate: Item 4. 36 (gpm)+Branch Pipes 1 (quantity)= branch flow rate 36 (gpm).
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than the calculated
suction branch flow rate.)
c. Minimum return pipe diameter
St. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.)
d. Minimum return branch pipe diameter
5d. 1.5 inches
(Calculate: Item 4. 36 (gpm) 'Branch Pipes 1 (quantity) = branch flow rate 36 (gpm).
-
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated
return branch flow rate.)
6. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
6a Cartridge
-
b. Minimum filter area
6b, 96.0 sq. ft.
(Calculate: item 4 36 (gpm) =filter factor 0-375 )
Fitter factors. Cartrid e=0.375, Sand=15, DiotomoceoPs Earth=2
7. §5.4.2: Backwash valve:
Dyes, No?
7. 2.0 inches
-
(When using a backwash valve, enter result of item 5c or 2 inches whichever is larger)
Table t
NmglnatePM($6tps
1 38
1 63
1 90
1 13B 1 185 1 2381
374 1 540
Nominal i (3 &
51
1 84
11 il
1 154 1 247 1 317
1 499 1 720
8. Pump selection:
§5.3.2.1: Pools 17,000 gallons or less, select pump' from the database with a Curve -A gpm flow equal to item 2 or less.
§5.3.2.2: Pools 17,001 gallons or more, select pump' from the database with a Curve-C gpm flow equal to item 1 or less. 'Multi -
speed pumps must have one speed listed that satisfies this requirement.
a. Pump model
b. Pump flow
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
4/4/12 ANSI/APSP/ICC° 15 Standard Writing Committee Form
ga, VSFHPI.O
8b. 59
gpm
1 of
POOL LAYOUT
SCALE: 3/16" = P
8" X 8" FOOTER
12' 6"
POOL EQUIPMENT LIST
LIGHT: (1) HYDRA COOL COLOR LED COLOR
TRANSFORMER: (1) 300 W TRANSFORMER
JUNCTION BOX: STANDARD JBOX 5 HOLE
SKIMMER: 2" AUTOMATIC
MAIN DRAIN: CHANEL
HYDRO JETS: NONE
RETURNS: (3) THREE
VACUUM: (1) ONE
CHLORINATOR: JANDY TRUE CLEAR SALT
FILTER: DANDY CS 100
PUMP: DANDY 1HP PUMP
HEATER:RHEEM 119K BTU
TIMER: STANDARD
DECK TYPE: CONCRETE
DECK SQFT: 691 SQFT
EXISTING:N/A
FOOTER: 8" X 8"
WATER FEATURE:BUBBLER ON SUNSHELF
N ALARM: DECK GUARD
SCREEN ENCLOSURE
SPA EQUIPMENT LIST
HEIGHT: FLUSH
LIGHT: (1) HYDRA COOL LED COLOR
MAIN DRAIN:CHANEL
HYDRO JETS: (4) FOUR
RETURNS: (2) TWO
PUMP: DANDY 1.5 HP 2 SPEED MANUAL PUMP
SPILLWAY: IOLF TILE
OOR W/
EP OUT
t
t
BORIOTTI RESIDENCE
2628 CONIFER
FORT PIERCE, FL
631-944-1380
HidON
1/4" = I it
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Heaters
Pool systems
4/4/12
Section Requirements
4.4.1.1 Heater has no pilot light
4.4.1.2 Readily accessible on -off switch mounted outside of the heater
4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
121
5.1.1
Pool filter pump listed in database
IWI
5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand.
5.5.2 Pipe before pump has at least 4 diameters of straight pipe.
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
5.5.6 Directional inlets for mixing pool water.
ANSI/APSP/ICC- 15 Standard Writing Committee Form
2 of