HomeMy WebLinkAboutSwimimg Pool Specifications•
TDH
MAP
JOB# HO-MIL-47161-E
-POOL SPECS
,'
MERRIL P. ,�
JOB HISTORY
POOL PERIMETER: 71.LF...
BRANCH: 3" - _
ORIG DRAW DATE: 08-21-2017 _ CREATED: BOBBY W E-• BWlnfree0amedcair000ls.com '
"
.
POOL AREA: ` 278 SF
TRUNK: 2.5" _
20TH T
REVISION 01 DATE: 05-31-2017 CREATED: BOBBY
D:
REVISION#2 DATE: CREATE.
REVISION#3 DATE: .. CREATED:
CHANGES: ADDED'POOL SLOPE DETAIL
CHANGES — —
- CHANGES:..
POOL STEPS: 26 LF - -
.. ...
1R
Ito' I I ,/ /
-
W Z 17 TH ST
407.847-9322 N #4 DATE: CREATED: CHANGES:
REVISION ON #5 DATE:,- :. C Esc
SALES CONSULTANT, KATHLEEN CREATE
aammlean-000ls.com -
TOTAL P/D AREA:
(/
33+
v -
<
CONSTRUCTION SUPER: CRAIG TEL: ' '
E-i
503 SF
�. v
ST. LUCIE COUNTY
z x
DECK PERIMETER: 87.5.LF"
BUILDING DIVISION
�
POOL
TOTAL DECK AREA: 225 SF .
REVIEVffE0
FOR COM 1 I��y°d
L m
95 —
POOL SHAPE: CUSTOM- '
POOL SIZE: 15' X 26'S" �
POOLTYPE:GUNITE• POOL GAL: 8400''
POOLDEPT H: 3'-5' '
COPING: 71LF.48SF
REVIEWED BY
v
m
TARPON
TILE TYPE: 6. 6-.:.
PAVER AREA: 177 SF -
DATE �® "2
FLATS DR
PUMP ONE: PENTAIR SUPERFLO VS' ..'
PUMP TWO. NIA '
PLANS AND! EP RMIT
C+C FILTER 150SF - '
FILTER TWO: NIA
DECK DRAIN: 6 LF..': ..
MUST BE KEPT ON JOB OR
S. ANITIZERONEENC�O
SANRIZER TWO:' NIA:'
NO,INSPECTION WILL BE MADE
US-1
POOL HEATER:-PENTAIR'90KBTUHP-
VAC LINE: .Yes
-N•
WA
MAIN DRAINS: PENTAIR STARGUARD ' • -
SKIMMER:
" ER:.Yes RETURN LINES: ECO
POOL SLOPE DETAIL
CAUSE
POOL CLEANER: NIA
ExTliAsucTON;NIA'
n
26 5
CO OL 0
POOL . LIGHT!WHITE LED -
POOL SLOPE DETAIL
EXTRA STEPS NIA
. .
'EXTRA BENCH: NIA .' SUNSHELF: YES '
� .,
LOPE
w.
THESE: PLANS AND ALL PROPOSED WORD .
•
ARE SUBJECT T4 I CORRECTIONS .
REQU�>�EVY HELD LPG GTC'�8 `mT . _
..
TERMITE BOND COMPANY: N/A
PHONE NUMBER: 000-000-0000
���IVED : '
i1fYRENCSSAItS/IN'(ERT� :`�
-- ----- - --------- -- --- -- -
- - --- -- _
-- - -
COMM WITH A L API�t;IC t� �� ��1�e
K
COPING
FOOTER. TYPE
OCT 0 6 2017
r
ACRYLIC: NIA ' . PAVER:YES �
ACRYLIC: YES � PAVER: NIA
DE CRIPTION: NIA
S
_
D SCRIPTION: BENTCREEK �'
E
DESCRIPTION;
D
RIPTION: BOMBAY-
PERMITTING
XD SYSTEM 3 WALL ,
St: Lucie County, FL
-
RETURNS / 3 2 ' RISERS
C VE ®6,"
:BARRIERS
5fD
CHILD FENCE: NIA . .
c
EXISTING FENCE(Meets Code): YES
Q
N
O
BATTE
W
.
E TO INSTALL FENCING: NIA
OWNER
0 6.
ALARMS -HARD WIRED: NIA
STALL FENCING: -
APS IN N
-OCT, 2017
:.
1/2" WHITE
�
BUBBLER- ' . 4.
l:�`: >� ,C� ',J-'{.a Il p(� , jij� �}rf' .
}3
1f:j u If�S ��r1II�.fLnr�i?i1J�llll�lll�'
PERMITTING
S t. Lucie County, FL : N
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Q.
-
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ARE'�H� R�ONSI�ILITY OF.THE '
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UMB -. �� -W•
SLEEVE' _
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_ 8, .
__; �,
CONTRACTOR OF RECORD
$0''9�'
• -
.DECK D _
__ RAIN
., 2`X25' EXI 'PING PLANTER CV
COLOR
'
-
HORS
TILE SELECTION: KSPP45"METALIC COBALTO - BAYSTONE '
X -POOL LIGHT
•
,. !
_� .
.ELECT LUE
TILE '.. -
:.
a ' ...
SPA INTERIOR:. NIA ,.
TILE GROUT: EARTH ..
•
DECK COLOR: BENTCREEK - ..
•' - STEP TILE:.KSPP=15 METALIC'COBALT
EXISTING LANAI � .
.. .
'
DECK PATTERNS RANDOM RUNNING BOND
'SKIMMER COLOR::WHRE
, EXISTING PATIO
..
COPING:BOMBAY
SKIMMER LIDS.WHRE..
' •, • ,
COPING GROUT: NIA :. � �
DRAIN AND FITTINGS: WHITE .
SPECIAL: NIA
SPECIAL: NIA
"
..
OPTIONS.
:. ACCESS
OPTION: PENTAIR 90K BTU'HP
OPTION:
OPTION: '30LF ADDITIONAL 30'AMP WIRING METER TO EQUIPMENT OF
.
:..
..
PT
OPTION:. . OPTION: 30CEADDITIONAL 60 AMP WIRING METER TO EQUIPMENT
ILE
.OPTION:. .. ..
' ... .. •.OPTION• .. . .
BUYER'
:.
•..,
NAME(S):. SANDRA:MILLER
E-MAIL: SMILLER700 OC.COM ..
-
AM POOLS.
&. S•PAS
ADDRESS: 924SHORESIDE .DRIVE.
�
CITY•: STATE:: FL' ZIP CODE: ' 34949
�E ia�� _ I:oe,
SCA • 1
CE
•C
H O MIL-17161-E �:
.
TEL:.9 E L: 000-000-0000
54 8R5 4246 L
'
..
7320 Narcoossee Rd. Orlando, FL: 32822.
Office: 407-847-9322 Fax:
SUBDIVISION: TARPON FLATS.
407-847-93.42' .
LOT #: 12 . • PLAT BOOK: 69
PAGES #: 27' COUNTY: SAINT LUCIE' .
UI 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 <:s
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. }n
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.
POOL
r, STEPS
POOL STEPS:
RISERS: 12" MAX.
TREAD: 10" MIN. (240 SQ. SIN.
POi
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 %". 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 emo ed ' 'ts a t' t d th h II b b kf'll d 'th
6" WATER COPING
LINE TILES
i
WATER
LINE
5„
DRAIN COVER/GRATE
MUST CONFORM TO N
14" MIN.
18 MAX.
Z
POOL
THE LATEST EDITION
co
LIGHT
OF ANSI/ASME
112.19.E
DUAL SUCTION SUCTION OUTLET AND APPROVED GRATE
MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
)L SECTION ySET INTO CENTER Ol POOLS DEEPEST pp STEEL GRID AT THE
LONGITUDINAL)
CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
TOPPI`Ih' ON COMPACTED GROUND W/ ALL
ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/
—,4'-
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS.
=.-
° JUNCTION BOX
(BY OTHERS)
TO TRANSFORMER
�I w
J
MARBLE-
PLASTER,.,FINISH
r v in i n ire y an a area s a a ac i e wi STEELTEX (OPTIONAL) 1
acceptable material and properly compacted. Where unsuitable Material cannot be
removed, the pool must be redesigned. POOL' 4S
10. The Contractor must protect Existing Structures from failure by acceptable methods
if required. The Engineer accepts no responsibility for the safety of Existing VARIES
Structures. SEE SEAT;
11. The Design Engineer assumes no responsibility for pool construction in Easements or PLAN
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and WATER
all dimesions shown prior to construction. LINE "
12. Contractor shall determine the location 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 Ica 4„
to prevent unauthorized entry into the Pool Area. _
14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. C6
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 an On/Off Switch mounted for 12" O.C.E.W. (2) 8"0`AN
COPING
(BY OTHERS) 2-#3 BARSJ
CONT IN
`-U.L. APPROVED 120 VAC/300W POOL
LIGHT W/ GFI OR 12V/40OW MAX. POOL
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.
#3 ,BARS ® 12" O.C. EACH WAY
5„' --THERAPY
LINES
RETURN
LINES
\-GUNITE
REBOUND
easy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS/SEPARATED BY 3'
settings and to allow restarting without relighting the Pilot Light. 'N
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTUR,4L DETAILS
be eliminated. The Owner must consult a Contractor experienced in eliminating
Uplift Pressure.
I.7
1
FILTER SYSTEM
#3 BARS ® 6"
O.C. EACH WAY
6" WALL -
THICKNESS
MARBLE —
PLASTER
FINISH
SOILS
f (NO VOIDS)',•i
r"
SWIM —OUT DETAIL
DECK/OVER
8" 1POUR OR
--{ �, 1 BRICK COPING
6" OF
WATER
LINE
8"X8" BOND TILES
BEAM
DISTANCE LESS
THAN 1 ON 1 + 1
TYPICAL WALL AND
FLOOR WITHIN
1 MAIN DRAIN LINE SPILLWAY PER 6x6 GLASS -BLOCK ANGLE OF REPOSE
2 SKIMMER LINE CONTRACTORS POOL MOUNTED IN 2,500 psi
3 WASTE LINE COPING PLAN CEMENT (IF SPECIFIED)
4 RETURN LINE WATERLINE TILES
5 PRESSURE CLEANING s lk I IWATER
LINE (OPTIONAL)
r LINE
A HAIR & LINT STRAINER
B RECIRCULATION PUMP INTERIOR
C FILTER ` POOL FINISH
D IN-UNE CHLORINATOR
(OPTIONAL) #3 REBAR @ 12"
E HEATER (OPTIONAL) / O.C.E.W.
MIN. 1J/2" COVER
OVER ALL BARS
(SEE NOTE #5)
AL TERNA TE BEAM
FINISH DETAIL
NEW OR
1-#3 BAR
CONT. IN 5"
THICK BOND
BEAM
CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
WALL AT NO MORE THAN 6" ON CENTER IN BOTH
DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNE
THE STEEL MAT AND THICKER SHELL WALL SHALL
EXTEND ALONG THE CRITICAL AREA AND TO A POINT
WHICH IS GREATER THAN THE MINIMUM REQUIRED AS
DETERMINED BY THE 1 ON 1 + 1 METHOD.
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
sEPT 07 2017
Date ..�.
Skilo Eng!rieering Services, -Inc.
LarryB. Schnaoer, P.E.'
FL PE NO. 32046
2431 Aloma Ave., Ste. 124
Winter Park, FL 32792
(407) 275-1099
LADDa ?ARE TO BE
CROSS BRACED PER
MANUFACTURERS SPECS
S.S. LADDER-
V WATER IJ
SUP RESISTANT
TREAD SURFACE
3" MIN. TO 6" MAXJ
BETWEEN TREAD
AND POOL WALL RUBBER
BUMPER
ESCUTCHEON
PLATE
POOL
DECK
7 JOINTS AS
WEDGE REQUIRED
ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
STURDY INSTALLATION
#8�BARE, SOLID, COPPER
CONDUCTOR TO SHELL
REINFORCING
f#8 AWG ;COPPER WIRE
I/ TIME
TO SERVICE(! CLOCK
SPST TOGGLE W.P.-
SWITCH DISC.
4'-0" JUNCTION 12V
DEPOOLCK
BOX TRANS.
1 DECK �,
11 ALL ELECTRICAL WORK
SHALL CONFORM WITH
i�^ ART. 680 OF THE
3,#1'2 IN Y2 LATEST ADAPTED NEC.
i� CONDUIT
1'2V/400W MAX. POOL (LIGHT W/ LOW
WATER CUT-OFF OR 126 V.A.C. W/ GA
PER NEC.
A ERICA.
POOLS & SPAS
7320 _Narcoosee Rd
Orlando. FL 32822
t407) 847-9322
CPCO57251
Swimming Pool Specification For:
3924 SHORE SIDE DR
FORT PIERCE FL
vt-nuvl000 - �,
Scale: None Rev 10 — 06/30/15 T
1
TURNDOWN NOTES COMPACTED CONCRETE
1. Detaii' is based on NO surcharge behind the Turndown and the Ground away from SUBGRADE POOL DECK
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer if Appropriate, with #3 Rebar.
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF) oil
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1-#5 BAR CONTINUOUS
or Shifting.
n D .
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40.
4"0 CONCRETE PILASTERS
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0" ON CENTER WITH
2,500 PSI. 1-#3 BAR VERTICALLY
5. All Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC
Building and FBC Residential.
1-#3 BAR CONTINUOUS ( „-1-#3 BAR CONTINUOUS
r-1-#5 BAR VERTICALLY COMPACTED PAVER BRICK PAVER 1-#5 BAR VERTICALLY
BASE MATERIAL POOL DECK "
AT 36" ON CENTER AT 36 ON CENTER
•� A = 6" to 24"
C.
`V PROPOSED FINISHED •°'•' B = Y4 x A (4.5" to 181
GRADE (COMPACTED)CID a
4 MIN. COMPACTED SUBGRADE ` PROPOSED FINISHED
',. GRADE (COMPACTED)
4 MIN. 1-#5 BAR CONTINOUS e m 4 MIN. SEE PAVER DECK
—� 1 FORKK NFORMATIONL
CID EXISTING V
,� NOT SHOWN
N rGRADE 4"0 CONCRETE PILASTERNI AT 5'-0" ON CENTER WITHEXISTING
11=1 1-#3 BAR VERTICALLYAll
GRADE
6. Refer to Contractor's Plan on file with the Building Department for Details on 4,
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0 CONCRETE DECK TURNDOWN
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. PROPOSED CONCRETE
8. A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the FINISHEDAl
POOL DECK
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground GRADE °
reaches 36" for a 6" Turndown, 42" for a 12" Turndown, 48" for a 18" turndown,
54" for a 24" 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 NO FOOTER
(Existing) Ground reaches 24" for a 6" Turndown, 30" for a 12" Turndown, 36" for
a 18" Turndown, 42" for a 24" Turndown, for more than 20% of the Turndown
Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' PROPOSED
Vertically, a Turndown shall not be used. FINISHED
10• If a Screen Enclosure is to be installed, the Swimming Pool Contractor must GRADE A.
M e
coordinate Design and Construction of the Turndown Requirements with the Screen
Contractor to Ensure it meets their Requirements.I-
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.
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 Rebar.
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.
BRICK PAVER
PROPOSED POOL DECK
FlNISHED
GRADE
IT
i 1=1 1 1--
CONCRETE
PAVERS ON CONCRETE DECK
CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER
OR WITHOUT A FOOTER
14io M 11=III_
—III—II
4"
PA VER DECK TURNDOWN
PROPOSED CONCRETE
FINISHED POOL DECK
GRADE
8n 1-#5 BAR
CONTINUOUS
8" x 8" FOOTER
CONCRETE PROPOSED CONCRETE
POOL DECK FINISHED POOL DECK
GRADE
z
14
12° -4"2-#5 BARS 2-#5 BARS
CONTINUOUS 12" CONTINUOUS
8" x 12" FOOTER 12" x 12" FOOTER
BRICK PAVER BRICK PAVER
PROPOSED POOL DECK PROPOSED POOL DECK
FINISHEDGRADE FINISHED
—III-- GRADE "
N I I .: '. a °° iFI .•
D.
2-#5 BARS 1-#5 BAR
12" CONTINUOUS 8 CONTINUOUS
12" x 12" FOOTER 8" x 8" FO0TER
W/ PA VER DECK W1 PA VER DECK
OPTIONAL EDGE
BRICK PAVER RESTRAINT PROPOSED
POOL DECK FINISHED GRADE
1(-
COMPACTED COMPACTED
SUBGRADE PAVER BASE
PA VER DECK WITHOUT FO0TER
OPTIONAL: CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE
ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS
SEPT 07 2017
BRICK PAVER
PROPOSED POOL DECK � Pate
FINISHED
GRADE -
12" 2-#5 BARS
CONTINUOUS
8" x 12" FOOTER
Wf PAVER DECK
Skilo Engineering Services, Inc.
Latry B; Schaper, P.E.
FL PE.# 32046
2431 Aloma Ave. Ste 124
Winter Park; FL 32792
Office: (407) 275-1099
BRICK PAVER
POOL DECK
PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
ALTERNATE PA VER ON TURNDOWN
DRAINAGE SWALE—� 1-#3 BAR CONTINUOUS
\\ 1-#5 BAR VERTICALLY
AT 36" ON CENTER
a 1-#5 BAR CONTINUOUS
A = 6" to 24" BRICK PAVER
B = Y4 x A (4.5" to 181 >. POOL DECK
•,.�-,.,•r,.r,�,i• .•�,is•.u-.,•,
ALTERNATE PAVER LOCATION
MERICAN
P000 & SPAS
7320 Narcoo.see Rd
Orlando. FL 32822
'(407) 847-9322
CPC057251
Swimming Pool Specification For:
SWORE—SIDE3924 DIR
FORT PIERCE FL
Scale: None Rev 11 — 06/16/17 T
Swimming Pool Energy EW(dency Compliance Information- -
Note: These Requirements apply ONLY to the Filtration Pump
ANSI / ASPC / ICC-15 2011
Flow Calculations:
Pool water volume 8400 1360 = 23 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? Fx
I Yes F1 No
If so, what is the calculated auxilliary flow rate 36 gpm
Flow rate (lout/ speed) 35 gpm @ 1725 rpm
Minimum suction side pipe size @ 6 fps 1.5 in. Minimum suction side branch pipe size @ 6 fps 1.5 in.
Minimum return side pipe size @ 8 fps 1.5 in. Minimum return side branch pipe size @ 6 fps 1.5 in.
Determine Filter Size:
Filter Factors (GPM/SF): Fx I Cartridge (0.375) 1-1 D E (2.0) ❑ Sand (15)
Filter Size: (FlowRate)/ (Filt3er� - (�3aa) PENTAIR C+C 150SF
(FBter Make and Model )
Pump Controls:
Filtration pump has no auxiliary load- standard time clock ❑
Filtration pump with auxiliary load -Control model for low speed default within 24 hrs
Heater Model: PENT. 90K BTU HP
(Make,Mudel and SO)
XX
Gas Heater Efficiency Rating (No Pilot Light)
Heater Pump EfficiencyC.O.P MEETS FL 4.0 MIN
ANSI 5 $ ANSI 7 Compliance Work Sheet
Determine Simplified TDH:
Distance from pool to pump in feet: 20
2. Friction loss (in suction pipe) in
3. Friction loss (in return pipe) in
Determine SimNified TDH (CONTINUED):
2.5 inch pipe per 1 t @
2 inch pipe per 1 ft. @
4. 20 x .09 = 1.8
(Length of ftL Pipe) (Ft of headll 8 of P*) (TDH SucL Pipe)
5. 20 x .16 = 3.2
(Length of Retum Pipe) (Ft of headfl ft of Pipe) (TDH Relum Pipe)
PENT. SUPERFLO VS
103 gpm = .09 (from pipe flowffricction loss chart)
103 gpm = -16 (from pipe flow/friction loss chart)
TDH in Piping: 5
Filter I Heater loss in TDH 14
All other losses 14
Determine PIDe Sizes: '-�_j
Branch Piping to be 3 inch to keep velocity @ 6 fps max. at
Trunk, Skimmer &
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 PENT. SUPERFLO VS Maximum Flow Rate
Main Drain Cover
Determine the Number and Tvae of Required In -Floor Suction Outlets:
Check all that apply.
® O Y-00 O 2 PENTAIR SG suction outlets @
0 O O O 3 suction outlets @
O channel drain @
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 1 2 4 1 6 B 1 10 12 14 1 16 16
0
0.0
1 2.3
' 4.5
&8
9.0
1 11.3
1 13.6
15.11
1 10.1
20.3
1
13
4.6
6.8
9.1
11A
13A .
15.9
18.1
1 2DA
22.7
2
4.6
6.9
9.1
11A
13.7
159
18.2
20.4
22.7
25.0
3
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25,0
27.3
4
192
•11.5
13.8
16.0
183
20.5
'22.8
2&1
27.3
29.6
5
11.5
13.8
1&1
18.3
20.6
22.8
25.1
27A
29.6
31.9
6
119
16.1
18A
20.6
229
25.2
27A
29.7
31.9
342
7
162
18.4
20.7,
23.0
2&2•
V.5
29.7
32.0
34.3
36.5
8
1&5
203
23.0
25.3
27.5
29.8
32.0
343
36.6
38.8
9
20.8.
23.1
253
27.6
29,8
32.1
34.3
36.6
38.9
41.1
10
23.1
25A
27A
29A
321
34A
36.7
389
41.2
43.4
11'
25A
27.7
29.9.
=
34.5
36.7
39A
41.2
435
45.8
12
27.7
30.0
322
34.5
36.8
39.0
41.3
43.5
45A
48.1
13
30.0
32.3
34.6
36.8
39.1
413
43.6
459
48.1.
50.4
t 14
32.3
34.6
36.9
39.1
41A
43.6
45.9
482
50.4
527
Ca 15
34.6
369
392
41.4
43.7
45.9
482 _
50.5
SU
55.0
y 16
37.0
392
41.5
43.7
46.0
48.3
505
528
55.0
57.3
y 17
393
41.5
43.8
4&1
48.3
50.6
52.8
55:1
57.4
596
LD 18
41.6
43.8
1 46.1
48A
50.6
52.9
55.1
57.4
59.7
61.9
d 19
43.9
462
48A
50.7
52.9
552
57A
59.7
62.0
642
55 20
462
4&5
50J
53.0
552
57.5
59.0
62.0
643
68.5
IL 21
48.5
50.8
53.0
55.3
- 57.6
59A
62.1
64.3
66.6
68.9
22
50.8
53.1
553
57.6
59.9
62.1
64A
66.6
.68.9
712
23
53.1
55.4
57.7
599
622
64.4
662
69.0
712
73.5
24
55.4
57.7
60.0
622
64.5
66.7
69.0
71.3
735
75.8
25
57.8
60.0
62.3
64.5
66.8
69.1
71.3
73.6
75A
78.1
26
60.1
623
64.6
66.8
69.1
71A
73.6
75.9
78.1
BOA
27
624
64.6
66.9
692 1
71A
73.7
759
7&2
805
82.7
28
64.7
66.9
692
71.5
73.7
76.0
782
80.6
82.6
85.0
29
67.0
69.3
71.5
73.8
76.0
78.3
805
a2.6
a5.1
87.3 '
30
69.3
71.6
73.8
76.1
78.3
80.6
82.9
851
87.4
89.6
31
71.6
73.9
76.1
7&4
80.7
82.9
85.2
87A
89.7
92.0
32
73.9
762
78A
BO.7
83.0
852
87.5
89.7
92A
943
33
762
78.5
80.7
83.0
85.3
875
89.8
92.0
94.3
96.6
34
78.5
90.8 1
83.1 1
653
77.6
89.8
92.1
94.4
96.6
98.9
35
80.9
83.1 1
85.4 1
87.6 1
89.9 1
922
94A
96.7
989
1012
103 gpm
PENTAIR STARGUARD
(Make and Model)
144 gpm max, flow
gpm max. flow
gpm w/ Ports
Flow and Friction Loss Per•Foot
Schedule 40 PVC Pipe
Velo*- Feet Per Second
Pipe Sae
6 fps
a
fps
10 fps
1•
16 ppm
O.W
21 gpm
023'
269pm
03Q
1.5•
37 gpm
0.08'
50 gpm
0.14,
62 gpm
021'
7
62 pm
OX
82 gpm
0.10'
103 gpm
OAV
2.5'
86 On
O.oS
117 gpm
IN
146 gpm
0.13'
T,
Uli gpm
0.04.
181 gpm
0.07'
227 gpm
0.10'
4•
2M Wn
0.03'
313gpm
OAS
392 gpm
OOT
6'
59gpm
0.07
7129pm 1
0.03
TDH Calculation Options
For each pump
Check one. PY
Sim lifted TFetal S I
Complete STDH, Worksheet - Fill In all blanks.
Total Dynamic Head (TDH)
Complete Program or other caics. Fill in required blanks on
worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
contractors Cart. No.
9 wil W � TO
I 1!W1!72
Total Dynamic Head (TDH): 33+
'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
nUa=s TeWwne No.
Scale: None