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FOOT �R
TDH
POOL SPECS
JOB h1STORY JOB# HO-VEI-17050-E
ORIG DRAW DATE: 0343,2017 CREATED: BOBBY W E-: BWI he¢63 I eel ee
CONCRETE
BRANCH: 3"
POOL PERIMETER: 60.5 LF
REVISION#1 DATE: CREATED: BRIM WHNINER CHANGES:NIA
Y
PROPOSED POOL DECK
REVISIONO2DATE: CREATED: BRIAN WHISNER CHANGES: NIA
NIA
FINISHED
TRUNK:2.5"
POOL AREA: 201SF
REVISION 03 DATE: CREATED: BRIANWHISNER CHANGES:
REVISION 0 DATE: CREATED: BRIANWHISNER CHANGES:NA
'.•
GRADE ., e.
RETURN: 2"
POOL STEPS: 31 LF
REVISION#5 DATE: CREATED: BRIAN WHISNER CHANGES: NIA
X ��{/
w
SALES CONSULTANT: JOHN W. SR. TEL: 4074478322 E:Aee.de0m0eoIB.Co-
m m
m e
33+
CONSTRUCTION SUPER: CRAIG TEL:
a
T- .:_ _ _ m- -
TOTAL P/D AREA: 1020 SF
Be �-1— 5 BAR CORNIOUS
1772 SF
One -Way Flap for
Water Drainage
on Screen
DECK PERIMETER:
ano
TOTAL DECK AREA: 837 SF
LANAI AREA: 224 SF
ACRYLIC AREA: 1061 SF
DECK DRAIN: 60 LF
6" TURNDOWN: 60 LF
CONCEALED FASTENERS OR ATTACHMI
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
POOL SHAPE: CUSTOM
POOL TYPE: GUNITE
POOL GAL: 5263
POOL SIZE: 9'8"x24'
POOL DEPTH: 3'- 4.5'. 3'
TILE TYPE: 6" X 6"
PUMPONE: PENTAIRSUPERFLOVS
PUMP TWO: N/A
FILTERONE: PENTAIRC+C150SF
FILTER TWO: N/A
POOL HEATER: NIA
SANITIZERTWO: N/A
SANITIZER ONE: IC-40
POOL HEATER: NIA
MAIN DRAINS: PENTAIR STARGUARD
SKIMMER: Yes
RETURN LINES: ECO
POOL CLEANER: NIA
VAC LINE: Yea
EXTRA SUCTION: NIA
CONTROLS: EASYTOUCH 48C W/SCREEN LOGIC
POOL LIGHT: COLOR LED
EXTRA STEPS: Bench with 5 Spa Jets in Pool
EXTRA BENCH: N/A
SUNSHELF: Yea w/Umbrella Holder
BLOWER: 2HP SILENCER BLOWER FOR JETS
NO SPA
THESE PLANS AND ALL PROPOSED WOW
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO TERMITE BOND COMPANY: NO BOND - USE OUR COMPANY PHONE NUMBER: 000.000.0000
COMPLY WITH ALL APPLICABLE CODES.
DECK
COPING FOOTER TYPE
ACRYLIC: YES_ PAVER: NIA
ACRYLIC: YES PAVER: NIA DESCRIPTION: 8 X 8
DESCRIPTION: BOMBAY
DESCRIPTION: BOMBAY
�L.I"11'"'I" �C��I.,-�rl I� '11Ii is{--•
BARRIERS
W
One -Way Flap fo)
o
CHILD FENCE: NIA
EXISTING FENCEtMeete Code): NIA
Water Drainage;
ALARMS -BATTERY: S Window and Door Alann, BY OWNER HER TO INSTALL FENCING: N/A
on Screen
® I IfJ
ALARMS -HARD WIRED: NIA
APB TO INSTALL FENCING: N/A
---------••-----------• -----------•----------- ------------ ---------- --- ------•-- -------------------------...--
Sunshelfwith Umbella Holder
ECO-SYSTEh 3 WALL
@' RETURNS /32'RISERS
24' 24' 12'
TD L° 4.51D 3-D 63
J
VAC Therapy Jets 3X3
____________________________________DOOR
___ __ __________Q, ___ _______________________________________________________________
DECKDRAIN--------------------------------------------------------------------- -----------
ACCESS
HO-VEI-17050-E 'Q
EQUIPMENT PAD
TILED LANAI I LARGE ENOUGH
Remove Tile and Skim Coat
J FOR
Then Add Acrylic /
Coating to Match Deck !r
224 SF
e
I�-A�r�SI f
ALARMS ALARMS I II
AMERICAN POOLS & SPAS
Skiio Enginevri:og-Services, Inc.
Larry B. Schaper, P.E.
FL PE. NC-- 32046
2431 AID me Ave., Ste-'124
Winter Paik, FL 32792
(407) 275-1099
SCALE: 1/8" =
1126 Old Dixie Highway Vero Beach FL 32960 Office: 772-777-8655 Fax:
SCREEN ENCLOSURE
SCREEN:Yes STYLE: Dome DOORS: Yes .2 EAVE HEIGHT: eh
SCREEN COLOR: Charcoal ALUMINUM COLOR: Bronze ELITE ROOF SO.FT. NIA
SCREEN INSERTS: NIA GUTTERS S DOWNSPOUTS: AS NEEDED
Note to screen companies: If save varies from plan, stop and notify American Pools & Spas
COLOR SELECTIONS
POOL INTERIOR: BLUE
SPA INTERIOR: N/A
DECK COLOR: BOMBAY
DECK PATTERN: N/A
COPING: N/A
COPING GROUT: NIA
PAVER BORDER: NIA
OPTIONS
TILE SELECTION: OCEANS COBALT
TILE GROUT: WHITE
STEP TILE: SAME IN 3"X3"
SKIMMER COLOR: White
SKIMMER LID: White
DRAIN AND FITTINGS: White
SPECIAL: 5 therapy lets on bench with 2 hp blower
OPTION:
5therapy mots W/2HP BLOWER
OPTION:
Prep& Coat Lanai With Acryllc-224sf
OPTION:
OPTION:
Two One way water flaps on Screen enclosure
OPTION:
Pentair PS14 with lntallichlor Salt Sanitizer
OPTION:
60 Amp Electric Uoarads for Future Heater
OPTION:
Pentair Screen Loolc Kit For Automation Control
OPTION:
Larne Eau'oment Pad for Future Heater
OPTION:
(2) DECK JETS
BUYER
NAME(S): Joseph Veipht E-MAIL: Imelahtngu ai
ADDRESS: 6799 DICKINSON TERRACE
CITY: PORT ST LUCIE STATE: FL ZIP CODE:'3I I
TEL: 856.456-1200 CELL: 856-451-7295
SUBDIVISION: N/A 1
LOT #: 133 PLAT BOOK: 39 PAGES #: 36-36A COUNTY: ST LUCIE
GENERAL NOTES
1. For pool plan, size, deck, and special details, see Contractor's Pool Plan,
2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete?!�
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. "•"
3. All Pool design, construction and workmanship shall be in conformity with the
requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FBC
Building; FBC Residential, and; ANSI/NSPI-3, ANSI/APSP/ICC-4,
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the
Adopted National Electric Code 2011 (NEC) and Chapter 42 and Chapter 45 of the
5th Edition of the FBC, Residential.
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless
otherwise noted.
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3
bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up
to 6'. Where the pool depth is over 6ft (measured vertically down from the
Waterline), use #3 bars at 6" on center in each direction in the areas that exceed
6ft in depth.
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5" THK WALL.
cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8"
minimum cover shall be 1V". BOND BEAMS)
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper
Wire to be run internally and externally with the NEC approved PVC Light Conduit
form the Light Niche to the Junction Box. Completion of the pool grounding to the
Electrical Panel Ground to be by Electrician.
7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not
separated by a permanent barrier, if within 5'-0" Horizontally from Water and
12'-0" Vertically of Maximum Water Level,
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the
Adopted National Electrical Code 2011 (NEC).
9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in
excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX
acceptable material and properly compacted. Where unsuitable Material cannot be
removed, the pool must be redesigned.
10. The Contractor must protect Existing Structures from failure by acceptable methods
if required. The Engineer accepts no responsibility for the safety of Existing
Structures,
11. The Design Engineer assumes no responsibility for pool construction in Easements or
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and
all dimesions shown prior to construction.
12. Contractor shall determine thelocation of all Utilities in relation to the Pool and its
Equipment and ensure minimum clearances in accordance with Local Regulations
and Ordinances.
13. Contractor shall provide adequate Temporary Fencing around the construction area
to prevent unauthorized entry into the Pool Area,
14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. io
15. All Structural, Filtration and Electrical details outlined in these drawings also relate '
to Spa Construction. #3 BARS
16. All Pool and Spa Heaters shall be equipped with on On/Off Switch mounted for 12" O.C.E.W.
easy access to allow the Heater to be Shut Off without adjusting the Thermostat
tt' d to allow restartin without relighting the Pilot Light.
6" WATER UUMNU
WATER LINE TILES
POOL LINE v, 5„ DRAIN COVER/GRATE
MUST CONFORM TO
STEPS oz POOL THE LATEST EDITION
m LIGHT OF ANSI/ASME
�, 112.19.E
POOL STEPS:
RISERS: 12" MAX. .DUAL SUCTION OUTLET AND APPROVED GRATE
TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECT/ON PSET OOLSTDEEPESTRPOINSTEEL GRID AT THE
(LONGITUDINAL)
CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL
ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS.
0 JUNCTION BOX
j (BY OTHERS)
SWIM —OUT DETAIL
DECK OVER
POUR OR
( BRICK COPING
J
°a TO TRANSFORMER WA OR
-TO
OTHERS) 2-#3 BARS LINE
o * CONT. IN TILES
,,N. B"XS" BOND
BEAM
MARBLE `-U.L. APPROVED 120 VAC/30OW POOL
PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL
FINISH LIGHT W/ LOW WATER CUT-OFF IN U.L.
APPROVED GREY PLASTIC FORMING SHELL
OR APPROVED EQUAL W/ #8 AWG BOND
WIRE PER N.E.C.
ONAL) #3 BARS 0 12" O,C. EACH WAY
POOL STRUCTURAL DETAILS DISTANCE LESS
SEE I SEAT
PLAN
MIN. 1ys COVER
OVER ALL BARS
(SEE NOTE #5)
ALTERNATE BEAM
FINISH DETAIL
iIzl, NEW OR
1-#3 BAR
CONT. IN 5"
THICK BOND
BEAM
o #3 BARS ® 6" III=�=
S THERAPY O.C. EACH WAY
LINES TT1T7p CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
'm 4„ 6" WALL Ll WALL AT NO MORE THAN 6" ON CENTER IN BOTH
RETURN THICKNESS ITTT DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
LINES MARBLE 'SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNE
GUNITE PLASTER—III:THE STEEL MAT AND THICKER SHELL WALL SHALL
REBOUND FINISH �IT WHICH ISEXTEND LONG THE GREATER THAITICAL N THEAREA AND TO A POINT
MINIMUM REQUIRED AS
(2) 8"4 ANTI -VORTEX j�,
DRAINS SEPARATED BY 3' - - — r DETERMINED BY THE 1 ON 1 + 1 METHOD.
se ings an g
17, WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS
be eliminated. The Owner must consult a Contractor experienced in eliminating
Uplift Pressure.
1 MAIN DRAIN LINE
SPILLWAY PER
2 SKIMMER LINE
CONTRACTORS POOL
3 WASTE LINE
COPING
4 RETURN LINE
5 PRESSURE CLEANING
�
LINE (OPTIONAL)
A HAIR & LINT STRAINER
B RECIRCULATION PUMP
C FILTER
D IN -LINE CHLORINATOR
(OPTIONAL)
E HEATER (OPTIONAL)
FILTER SYSTEM
6x6 GLASS -BLOCK
MOUNTED IN 2,500 psi
CEMENT (IF SPECIFIED)
TYPICAL WALL AND PLAN FLOOR WITHIN SIGNATURE RDATE OR ES I THEREFFEOM CTIVE
ANGLE OF REPOSE DATEOF
OCHANGE WHICHEVER AI BUILDING SOONER
MAR 15 2017
TILES
POOL FINISH
REBAR ® 12"
RAISED SPA DETAIL
Skilo Engineering Services, Inc.
Larry B. Schaper, P.E.
FL PE NO. 32046
2431 Aloma Ave., Ste. 124
Winter Park, FL 32792
(407) 275-1099
LADDERS ARE TO BE
CROSS BRACED PER
MANUFACTURERS SPECS
S.S. LADDER y
SUP RESISTANT
TREAD SURFACE
`ESCUTCHEON
PLATE
0o f/ POOL
DECK
EXPANSION
JOINTS AS
WEDGE REQUIRED
ANCHOR
N� LADDITIONAL CONCRETE
AS REQUIRED FOR
3" MIN. TO 6" MAX STURDY INSTALLATION
BETWEEN TREAD �S^� #8 BARE, SOLID, COPPER
AND POOL WALL RUBBER 5 CONDUCTOR TO SHELL
BUMPER REINFORCING
TYPICAL LADDER DETAIL
/-#8 AWG COPPER WIRE
TO SERVICE
Ci�,DfISC.
SPST TOGGLE
SWITCH
4'-O" JUNCTION
12V
POOL °
DECK
BOX
TRANS.
ALL ELECTRICAL WORK
SHALL CONFORM WITH
ART. 680 OF THE
3 #12 IN N�" LATEST ADAPTED NEC.
CONDUIT
�12V/400W MAX. POOL LIGHT W/ LOW
WATER CUT-OFF OR 120 V.A.C. W/ GFI
PER NEC.
ELECTRICAL DIAGRAM
AMERICAN
POOLS & SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407) 847-9322
CPC057251
Swimming Pool Specification For:
6799 DICKINSON TERR
PORT ST LUCIE FL
Scale: None Rev 10 — 06/30/15 T
,
1-#3 BAR CONTINUOUS BRICK P1-#3 BAR CONTINUOUS
TURNDOWN NOTES COMPACTED CONCRETE 1- 5 BAR VERTICALLY COMPACTED PAVER POOL DECK 1-#5 BAR VERTICALLY BRICK PAVER
SUBGRADE POOL DECK # BASE MATERIAL POOL DECK
1. Detail is based on NO surcharge behind the Turndown and the Ground away from AT 36" ON CENTER AT 36' ON CENTER
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied A = 12" to 18"
into Footer if Appropriate, with #3 Rebar. `� ;
PROPOSED FINISHED P'. a B = x A (9" to 13.5'
2. Turndown shall bear on Rock, Clean Sand or StructurallySound Soils >1,500 PSF GRADE (COMPACTED)
( ) PROPOSED FINISHED
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1-#5 BAR CONTINUOUS z COMPACTED SUBGRADE GRADE (COMPACTED)
or Shifting. 4 MIN�1 1-#5 BAR CONTINOUS m 4 MIN. SEE PAVER DECK
3. All ReinforcingSteel is to Conform to ASTM 615, Grade 40. TURNDOWN DETAIL
8„ �1
FOR INFORMATION
4. Concrete shall contain Fiber Mesh and have a 2B Day Compressive Strength of
2,500 PSI.
5, All Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC
Building and FBC Residential.
6. Refer to Contractors Plan on file with the Building Department for Details on
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"6
Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or
to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a
#3 Rebar tied into the #5 Rebar in the base of the Vertical Pour.
8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground
reaches 42" for a 12" Turndown, 48" for a 18" Turndown, for more than 20% of
the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4'
Horizontally and 1' Vertically, a Turndown should not be used.
9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old
(Existing) Ground reaches 30.0" for a 12" Turndown, 36.0" for a 18" Turndown, for
more than 20% of the Turndown Length or the Finished Grade Slope exceeds
(steeper than) 4' Horizontally and 1' Vertically, a Turndown shall not be used.
10. A Screen Enclosure is not to be installed on top of any of the depicted
Turndowns.
FOOTER NOTES
1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
Coordinate Design and Construction of any required Footer with the Screen
Contractor. Specific Details for Footer to be Provided by the screen Enclosure
Engineer.
2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that
shall be compacted to provide Optimum Bearing Capacity and prevent Settling or
Shifting.
3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh
or 6x6-10x10 W.W. Mesh.
4. (3) #3 Rebars is Equivalent to (1) #5 Rebor.
5. A Footer may be installed with a Brick Paver Pool Deck if required by the
Jurisdiction or at the Option of the Contractor and may be placed over the Top
of the Footer or Abutting the Side of the Footer.
4 4 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH EXISTR
1-#3 BAR VERTICALLY r NI rGRADE
CONCRETE DECK TURNDOWN
8 1 '
4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH EXISTING
1-#3 BAR VERTICALLY All GRADE
III z I 1r
II� �
PAVER DECK TURNDOWN
NOT SHOWN
PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
ALTERNATE PAVER ON TURNDOWN
CONCRETE CONCRETE DRAINAGE SWALE� 1-#3 BAR CONTINUOUS
PROPOSED PROPOSED 1-#5 BAR VERTICALLY
POOL DECK POOL DECK
FINISHED FINISHED i I 1e° AT 36" ON CENTER
GRADE ,. � �. � GRADE e,. . � W
'I—TTT—III-"' —jTT 7� —V TrF III-,s ¢ 1-#5 BAR CONTINUOUS
I4g" I 1-#5 BAR A = 12" to 18" BRICK PAVER
. CONTINUOUS B = Y4 x A (9" to 13.51 ..+ POOL DECK
NO FOOTER 8" x 8" FOOTER 1
m
D
CONCRETE CONCRETE 7BASE
PAVER
PROPOSED POOL DECK PROPOSED POOL DEC + RIAL
FINISHED FINISHED UBGRADE
GRADE I'm
„� .. GRADE — — N —� jT--.
12" 2-#5 BARS >.�. 2-#5 BARS ALTERNATE PAVER LOCATION
CONTINUOUS 12" CONTINUOUS
8" x 12" FOOTER 12" x 12" FOOTER
BRICK PAVER BRICK PAVER
PROPOSED POOL DECK PROPOSED POOL DECK
FINISHED FINISHED
GRADE M GRADE" n —1 I (_
"n. 2-#5 BARS I 8� 1-#5 BAR
12" CONTINUOUS CONTINUOUS
12" x 12" FOOTER
W/ PAVER DECK
PROPOSED
FINISHED
GRADE M
7�
8" x 8" FOOTER
W/ PAVER DECK
BRICK PAVER
POOL DECK
MAR 15 2017
12' 2-#5 BARS Skilo Engineering Services, Inc.
CONTINUOUS Larry B. Schaper, P.E.
FL PE NO. 32046
" " FOOTER 2431 Alonna Ave., Ste. 124
x 12
V/ PAVER DECK Winter Park,
(407) 275-1-109999
A I.V1 E R.ICA1V
POOLS & SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407j 847-9322
Swimming Pool Specification For:
6799 DICKINSON TERR
PORT ST LUCIE FL
Scale: None Rev 10 - 06/30/15 T
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements apply ONLY to the Filtration Pump
ANSI 1 ASPC 1 ICC-15 2011
Flow Calculations:
Pool water volume 5300 1360 = 14 gpm - this is the calculated flow rate
Note: for pools under 13,000 gals, the calculated flow rate or 36 gpm whichever is greater = the filtration flow rate
Note: Is there an Auxiliary load on the filtration pump? a Yes ❑ No
If so, what is the calculated auxilliary flow rate 36 gpm
Flow rate (low speed) 35 gpm @ 1725 rpm
Minimum suction side pipe size @ 6 fps 1.5 in. Minimum suction side branch pipe size @ 6 fps
Minimum return side pipe size @ 8 fps 1.5 in. Minimum return side branch pipe size @ 6 fps
Determine Filter Size:
Filter Factors (GPWSF): o Cartridge (0.375) ❑ D E (2.0) ❑ Sand (15)
Determine Pipe Sizes:
Branch Piping to be 3 inch to keep velocity @ 6 fps max. at
Trunk,
Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at
Return Piping to be 2 inch to keep velocity @ 10 fps max. at
Pump Selection: as Listed on Curve A or C (circle one)
103 gpm System Flow Rate.
103 gpm System Flow Rate.
103 gpm System Flow Rate.
Filtration Pump PENTAIR SUPERFLO VSJ Maximum Flow Rate
Main Drain Cover
1.5 Determine the Number and Type of Required In -Floor Suction Outlets:
in. Check all that apply.
1.5 in. ® O 3,-On O 2 PENTAIR SG suction outlets @
0 o
F---------------
@ OO 3 suction outlets @
�� channel drain @
Filter Size: 35 .375 = 91 PENTAIR C+C 150 SF
(Ft, mate) / (F81ar Feet) (nherswj
(FIBer Make and Model )
Pump Controls:
Filtration pump has no auxiliary load- standard time clock F
Filtration pump with auxiliary load -Control model for low speed default within 24 hrs
Heater Model: I)()(
(Make,Model and We)
11GasHeater Efficiency Rating XC (No Pilot Light)
Heater Pump Efficiency C.O.P XX
ANSI 5 & ANSI 7 Compliance Work Sheet
Determine Simplified TDH
1 . Distance from pool to pump in feet: 20
2' Friction loss (in suction pipe) in 2.5 inch pipe per 1 ft. @
3' Friction loss (in return pipe) in 2 inch pipe per 1 fl. @
DetermineSimollfiedTDH (CONTINUED
4, 20
x .09
= 1.8
(Length of Suet Pipe)
(R of head/18 of Pip))
(mH Suet, Pipe)
5. 20
x .16
= 3.2
(Lenget of Realm Pipe)
(rafheed/1 OMPipe)
PH Rehm Pipe)
SUPERFLO VS
103
gpm =
.09
(from pipe flowlfriction loss chart)
103
gpm =
-16
(from pipe flow/friction loss chart)
TDH in Piping: 5
Filter I Heater loss In TDH 7
All other losses 21+
Total Dynamic Head (TDH): 33+
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 2 1 4 8 6 1 10 1 12 14 1 16 1 1B
0
00
2.3
1 4.5
Se
9.0
1 11.3
1 13.6
15.8
16.1
20.3
1
2.3
4.6
6.8
9.1
11A
13.8
1 15.9
t8.1
20.4
22.7
2
4.6
6.9
9.1
11A
13.7
15.9
18.2
20.4
22.7
250
3
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
92
11.5
13.8
16.0
18.3
20.5
22.8
25.1
27.3
29.5
5
11.5
13.0
18.1
18.3
20.6
22.8
25.1
27.4
29.6
31.9
6
13.2
16A
111A
20.6
22.9
25.2
27.4
29.7
31.9
34.2
7
182
18A
20.7
23.0
252
27.5
29.7
32.0
34.3
36.5
8
18.5
20.7
23.0
25.3
27.6
292
32.0
34.3
36.6
38.6
9
20.8
23.1
25.3
27.6
29.8
1 32.1
34.3
1 36.6
1 38.9
41.1
10
23.1
25A
27.8
29.9
32.1
1 34.4
36.7
1 38.9
1 41.2
43.4
11
25.
1 27.7
29A
322
34.5
1 36.7
39.0
412
1 43.5
45.8
12
27.7
30.0
32.2
34.5
36.8
39.0
41.3
43.5
45,8
48.1
d 13
30.0
32.3
34.6
38,8
39.1
41.3
43.6
45.9
48.1
60.4
14
32.3
34.8
38.9
39.1
41A
43.6
45.9
48.2
50.4
52.7
15
34.6
38.9
392
41A
43.7
45.9
482
50.5
52.7
55.0
m 16
37.0
-To _2
41.5
43.7
46.0
48.3
50.5
52.8
55,0
57.3
m 17
39.3
41.6
43.8
46.1
48.3
50.6
52.8
55A
57.4
59.8
18
41.6
43.8
48.1
48.4
60.6
52.9
55.1
57.4
59.7
81.9
19
43.9
46.2
48A
50.7
52.9
552
57A
59.7
820
84.2
03 20
46.2
48.5
50.7
53.0
55.2
57.5
59.8
62.0
04.3
66.5
d 21
48.5
50A
53.0
55.3
57.0
59.8
92.1
64.3
68.8
68.9
22
50.0
53.1
55.3
57.8
59.9
62.1
64.4
66.6
1 68.9
71.2
23
53.1
55.A
57.7
59.8
622
64.4
66.7
69.0
712
73.5
24
55.4
57.7
60.0
62.2
1 64.5
66.7
69.0
71.3
735
75.8
25
57.8
60.0
62.3
64.5
1 66.8
69.1
71.3
73.6
75.8
78.1
26
00A
62.3
64.6
66.8
1 69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
66.9
.2
71A
73.7
75.9
78.2
80.5
82.7
20
64.7
66.9
69.2
1 71.6
73.7
78.0
78.2
80.5
82.8
85.0
19
67.0
69.3
71.5
1 73.8
76.0
78.3
80.5
82.8
85.1
87.3
30
69.3
71.8
73.8
70.1
78.3
80.6
82.9
85.1
87.4
89.6
31
71.6
73.9
76.1
78A
80.7
82.9
852
87.4
89.7
92.0
32
73.9
76.2
78A
80.7
83.0
852
67.5
89,7
92.0
11
33
76.2
78.5
80.7
63A
05.3
87.5
69.6
92.0
94.3
96.6
34
78.5
00.8
83.1
85.3
87.6
89.8
92.1
94A
98.6
98.9
35
80.9
83.1
85.4
87.6
89.9
92.2
94A 1
96.7
98.9
101.2
'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
103 gpm
PENTAIR STARGUARD
(Make am Wait
144 gpm max. flow
gpm max. flow
gpm
wl ports
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
Velopty- Feet
Per Sewn d
Pipe Sim
6fps
8fps
10p
18 m
014'1"
21
8pm
0.35
1.5•
37 om
0,08'
1 50 om,
I 0.11P
fit gpm
0.21'
2-
62
0.06'
829Pm
0.10
103gim
0.16'
APm
1 005'
117 pm
0.09'
146 gpm
10.13'
3"
136 pm
1 0.04'
181 gpm
ON
127 pm
0.10'
4•
234 gpm
1 0.03'
3139Pm
0.05'
382 gpm
0.07'
6•
534 gpm
1 0.09' 1
7129Pm
0.03'
TDH Calculation Options
Far eac pump
Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet - FIII in all blanks.
Total Dynamic Head fTDH)
Complete Program or other calcs. Fill in required blanks on
worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
Skilo Elgine+erng Services, Inc.
Lersy' B. Schaper„ P.E_
FL PE NO. 32D46
2431 .Abma A%*., Ste. 124
'e dines Park, FL 32722
(407) 275.1099-
owner
99 DICKINSON TERRS
PORT ST LUCIE FL 34952
{�
CONTRKCTORSIGNATUIRE
CONTRACTOR LICENSE. W