HomeMy WebLinkAboutBuilding Plans9.101
21'-0" 5'-6"
WATER LINE
S-I4"
1 5'-0"
11 ° SLOPE 1 <-
MAX. (TYP.) 7
�1
3 MAX.
MAIN DRAIN
LOCATION
LONGITUDINAL POOL SECTION
11 ° SLOPE
MAX. (TYP.)
N.T.S.
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 356 ft2 (Surf Area) , 3.3 ft (Avg. Depth) x 7.48 _ gal/ft3 = 8,788gal
2. Determine Flow Rate: 8,788 gal" 360min = 24.40973_ gpm + 0 gpm = 24.41 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 25' to keep velocity at 8fps max, at 117 gpm Maximum System Flow Rate
Return Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow. Rate for Main Drain Cover (See Detail at Right)
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 EQUIPMENT
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 49 ft2 (Surf Area) ; 3 ft (Avg. Depth) x 7.48 gal/ft3 = 1,100 gal
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 8fps 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
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 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
SPA EQUIPMENT
POOL RETURN PIPING
POOL TRUNK PIPING
SPA RETURN PIPING
SPA TRUNK PIPING
N
w
Pipe Size
8 fps
(in.)
GPM
Loss (ft/ft)
2.0
82
0.10
2.5
117
0.09
3.0
181
0.07
2' 6" 1' 6" HYDRA
/COOL LED o
rn Q
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-1811
SWIM OUT
Z W/
OUT
WVnoncTAT1r
WELL POINT
THREADED
PVC PIPE
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS
FOR ADDITIONAL DETAILS REGARDING
PUMP FLOW RATES AND TOTAL DYNAMIC
HEAD CALCULATIONS.
cn
GRATE TO BE ATTACHED
3/4" ROCK BED (MIN 3YDS
Lf ROCK TO STABILIZE SOIL)
REMOVE GRATE AND WELL POINT LINE FROM
MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
WELLPOINT
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
POOL 25' X 15'
356 SQFT 83LF
8,744 GALLONS
20' 6"
46' 2"
N.T.S.
POOL PUMP CURVE
SPA PUMP CURVE
n H I AS
TX Ir-
FLUSH -/
HYD A
SPAR COOL LE H
-18"
SUNSHELF W/
BUBBLER AND
UMBRELLA
oM -811 SLEEVE
171211
A, ,,
8" X 8" FOOTER
CONCRETE POUR
`"- TOP AND COAT
---------------------------------------------------------------------------------------
46LF DECKO DRAIN
- 691 SQFT
- 121 6"
4306 SOUTH US 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NANCY MCNALLY
(772) 696-1747
17' 1"
COVERED PORCH
EXISTING PAVERS
EXISTING PAVER EXTENSION
REMOVED BY HOMEOWNER
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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TIED TO VERT. STEEL
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WIDTH VARIES FROM 4" - 6"
1= O a
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#5 BAR W/ OVERLAP AT
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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 6' IN HEIGHT SHALL BE REINFORCED PER EQUIVALENT
6
WALL OPTIONS TABLE BELOW
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
POOL DECK
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
6" MAX.
•
•
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
•
LIGHT NICHE
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
EQUIPOTENTIAL BONDING GRID DETAIL
WASTE (RETAIN
(MAX. 6' HEIGHT) ON SITE)
PUMP WITH HAIR AND LINT
N.T.S.
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"
7'-6"
8'-0"
#3 BARS @ 3" O.C.
7'-6"
8'-0"
8'-6"
9'-0"
REQ. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8" THICK
HORIZ. REINFORCEMENT
43 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: 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
r., 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: 10LF TILE
DOOR W/
STEP OUT
�6' 3 '
1
BORIOT TI RESIDE"(
2628 CONIFER
FORT PIERCE, FL
631-944-1380
1/4" = 1 ft
STRAINER (SEE ATTACHED
CALCULATIONS) FILTER SYSTEM
W/PRESSURE
GAGE AND AIR
RELEASE VALVE
LEGEND
N CHECK VALVE
N GATE VALVE
-i FLOW DIRECTION
N.T.S.
MAIN RETURN LINE
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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 2020 FLORIDA BUILDING CODE 7TH
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.
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 2020-R4501.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2020-R4501.17
18. SKIMMERS TO COMPLY WITH FBC 2020-4501.21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2020-R4501.14
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.
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)
(�c`' NO
REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO
REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
POOL/SPA
IS THE PUMP MOTOR USED TO FILTER WATER?
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STRAINER (SEE ATTACHED
POLE OR CAPACITOR CIRCULATION WITHOUT
CALCULATIONS)
START -INDUCTION TYPES FII IT
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 1" CONDUIT
JUNCTION BOX 3 -#12 WIRES IN 3/4" CONDUIT
48" MIN. SPST TOGGLE SWITCH
WATER LINE
12V TRANS.
18" MIN 8" 1" NON -CORROSIVE CONDUIT
12V LIGHT W/ POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
18" 1 12" MIN. I 12" MIN,
N.T.S.
N.T.S.
SWIMOUT DEPTH DETAIL
N.T.S.
6'- 9'
3'- 6'
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
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
ALSO FOLLOW THESE REQUIREMENTS: SINGLE SIPPED 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?
NO
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,
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
INTERIOR POOL FINISH CONNECTION OR FRAME / MUD -RING
HYDROSTATIC VALVE
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GRAVEL
EARTH
SINGLE PIPE CONNECTION ON ANY
SHOTCRETE/GUNNITE TO PUMP OF THREE PORTS.
1-1/2". 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'-81, 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).
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I NOTE: LAYOUT PROVIDED BY CONTRACTOR
POOL LAYOUT
SCALE: 1/4" = V
N.T.S.
POOL TDH CALCULATION
Total Dynamk Head
8 fps return velocity reaulred by APSP 15
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HYD
SPA R COOL H
POOL 25' X 15'
LE
356 SQFT 83LF
- $"
2' 6" q1 611
HYDRA
8,744 GALLONS
SUNSHELF W/
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BUBBLER AND
UMBRELLA
SLEEVE
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171211
13" 1' 3"
SWIM OUT
(FRFLnW _
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CONCRETE POUR
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-------------------------------------------- ---------------------------------------------------------- - - -- -------------------------------------------------
46LF DECKO DRAIN 691 SQFT -
4306 SOUTH U5 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NANCY MCNALLY
(772) 696-1747
The Association of
iijQ n►_1 ,'' P' Pool & Spa Professionals`
17' 1"
COVERED PORCH
EXISTING PAVERS
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, FL
FT. PIERCE FL
OWNER: BORIOTTI
CONTRACTOR PHONE: (772) 465-2700
DATE: 6/12/2021
i nis inrormaton sneet was prepared oy the At'SP-15 Kesidentiai Swimming Pooi ano Spa tnergy ttnciency standard Writing Committee of the Association of 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: 8,788 ; or
b. Calculated Gallons: 356 (surface area) X 3.3 (average depth) X 7.48 (gal/ft^3) = 8,788
2. §5.2.1: Calculated maximum filtration flow rate
(Pool volume r 360 or 36gpm whichever is larger)
3. §5.2.2: Auxiliary Pool Load: ayes, No?
(Enter the highest 'auxiliary pool load" to be powered by the swimming pool filtration pump. Do not add auxiliary
pool load flow rates together, only the highest is used.)
4. Calculated maximum flow rate
(Item 2 or item 3, whichever is larger.)
S. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
(Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 4.)
b. Minimum suction branch pipe diameter
(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
(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
(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)
b. Minimum filter area
(Calculate: item 4. 36 (gpm) _ filter factor 0.375 )
Filterfactors: Cartrid e=0.375, Sand=15, Diatomaceous Earth=2
7. §5.4.2: Backwash valve: 13 Yes, No?
(When using a backwash valve, enter result of item 5c or 2 inches whichever is larger)
Table 1
45'"
Nominal GPM a 6 fps 38
63
1 90
138
1851
238
5"
374
540
Nominal PM e 8 fps 51
84
119
184
247
317
499
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 2 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 listeg in database)
4/4/12 ANSI/APSP/ICC- 1§ Standard Writing Committee Form
I8a. VSFHP1.0
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POOL LAYOUT
SCALE: 3/16" = 1'
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
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: 10LF TILE
DOOR W/
STEP OUT
�6' 3 '
I
e
e
BORIOTTI RESIDEW
2628 CONIFER
FORT PIERCE, FL
631-944-1380
fgg'1
I: 1/4" = 1 ft
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component
Section
Requirements
Check
Heaters
4.4.1.1
Heater has no pilot light
W1
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
10
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.
f
11
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
R
Pool systems
5.1.1
Pool filter pump listed in database
o
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi -speed
5.3.3
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
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.
o
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by
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.
211
4/4/12
ANSI/APSP/ICC- 15 Standard Writing Committee Form
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