781 Paradise Ln - pool-2011 Project Overview Pool Specifications
Pool Specifications Excavation
Length:28 Tye•
Width: 12 Remove Dirt: IP
Depth:3.5-5.5 Stump§:
Perimeter:86 Ift Remove Fence: owner
Square Footage:329 sft Replace Fence: owner
Capacity, oc ph Remove Decking:
lets:
Water Features:
F
Spa Specifications
Length: AW PuMp:1hp dura giant
Width: FlIterType:cartridge
Depth: sva�: —
Perimeter: Odw :
HwW:
Square Footage: admwk x:EM Wuch q ry
Capacity: cleaner:
Material: Odw fit:
Water Features:
;gym Hydraulics
Specifications I ,
Pool Line Size:2" Length: Y_
I�
Spa Line Size:_ Wim:
Skimmers: 1 Perimeter:
—S' Square Footage:500 sg ft
Returns.3
Deck:Brick Pavers
Drains 2 Coping:Brick coping —
Auto Fill:
w�•
return Tum Over Rate:
Size:
Style:
..
Lft:
i
InteHor
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Manufacturer:
! Exisiting homeI Color:
I
# Bags:
i
I EVIEWED FOR CODE COMPLIANCE
FILE COPY CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS.
I _IILVIEWED BY• DATE: Vo 9
Designer RD Gray Scale 118"= 1' Customer Seprish -1
Date March 17th 2011 Phone# 3345421
Poohue Address 781 Paradise Lane •�`
006 Specifies three methods for determining {the maximum system flow rate. The following IDIDH C Iculatian oom Total Head /n Feet Conversion Chart
ANSI/APSP-7 2 p For each pump Inches Mercury (vacuum Gauge)
simplified TDH calculation is one of the methods specified. Check one.
o 1 z 4 a e I 10 12 a 1 to to
Simplified Total Dynamic_Head (STDH) o oA 2.3 45 6A sA tts tae 15A 16t los
• • 1 23 48 68 9.1 11.4 13.6 15.9 16t 20.4 22.7.
Sim lified Total Dynamic Head TD Calculation Worksheet Complete STDH Worksheet - FlII in all blanks.
2 4 6 6A a.1 11.4 13 7 15A 18.2 20 4 24 7 250
0 Total Dynamic Head (TDH) 3 6.a 1. 13A 1a7 160 los 2.5 22A 2a0 273
Debrmine Maximum 2fdo Flow Rate: Complete Program or other colcs. FII in required 4 as 13 tae t6A 1°•s 2s8 Vat 273 31.9
q 5 115 13A 16.1 163 2116 22A 251 27.4 29.6 312
Minimum now Rate Required: 35 gpm Per Skimmer (Requiredl: 1 skimmer per 800 sf of surf. area) blanks on worksheet dt attach calculations. 6 1&9 1 1a3 ta4 I 20A 222 2524 VA 29.7 314 342
7 16.2 164 20.7 1 232 25.2 47.5 29.7 32A 34.3 t 36.5
1. Calculate Pool Volume: 37-9 x 4 x 7.48 (gdll•/cubic foot) = 0 0 0 Maximum Flow Capacity a 1e5 xoa 232 zss x7 3LI21A 320 34.3 36.6 3eA
(sort. Area) (Avg Depth) (V • in gal.) of the new or replacement pump. 9 208 23.1 253 27A 29A 3Z1 34.3 366 38A 41.1
2. Determine preferred Turnover Time in hours: ICx 6® (min. / hr.) = 3G 0 10 231 254 z7A 499 3zt 34.4 36.7 38.11143.4
( �) (Turnover in Yin.) 11 25.4 27.7 298 322 34.5 367 J90 41.2 43 a55 1 414 458
3. Determine Max Flow Rate: On / 4:0 = 24L+ D = `•� 'x 277 3U 30.0 34A 345 1A 413 439 4SA 114
(Vol. in gal.) (Turnover Mina.) (Pod W Rote) (Feature Flow Rote) (System now Rote) 13 30A sZs 34A 36A Al31.1 413 436 4eA 461 50.4
flow rate. HI14 323 34.6 As 36.1 41.4 43A 45A 4e.2 50.4 5W
4. Spa Jets: 0 x 4 gpm Per Jet = 15 3" 36A 39.2 41.4 43.7 45A 46.2 50.5 527 55.0
(No. of Jets) (Jet Flow) (Total Jet Flop Rate) 16 37.0 39.2 41.5 43.7 462 4e3 50.5 54.8 55.0 57.3
(For single pump pool/spa combo, use the higher of No. 3 or Flo. 4 in the following calculations for the pool d: spa) 1. ff a variable speed pump is used, use the max. a 17 303 413 43A 46t 4es 5oA 52e sat 57,4 51.5
pump flow in calculations. to 41A 438 4a1 464 5116 529 sat 57.4 56.7 612
2. For side wall drains, use appropriate side wall drain Is as 462 41.4 5117 54A 5a2 57'4 59.7 62A 64'2
flow as published b manufacturer. 20 46'2 4e.5 50'7 s3.o Sat 57.5 5fA 6xA 643 e6.5
Branch Piping to be /.j inch to keep velocity 0 6 f max• at m- gpm Maximum System Flow Rate. p y 21 4eA 5oe s3A sss 57.6 Sae 6x.t 645 e6A eo2
22 508 53.1 5U 57A 51A 621 64v4 686 aeA 713
3. Insert manufacturers name and aprOVed maximum 23 53.1 55.4 57.7 518 62.2 NA 667 69.0 71.2 F735
Trunk Piping to be /.S' inch to keep velocity 0 8 f� max- at So gpm Maximum System Flow Rate. flow 2+ 554 57.7 tlao exs 64.5 66.7 690 713 las 7U gpm
All
A
instructions for number of ports to 26 e111 623 e4A SLA foo 62.3 64.5 t16A 111.3 73'4 73A 752 76t e9.4
eat 715 738
4. See installation ons 4
Return Piping to be !,S inch to keep velocity 0 10 #P3 max. at L >G gpm Maximum System now Rate. 26 be used. 27 e24 64A eel 9s OU 73.4 73.7 1 75.6 les eas 1 oz7
5. In-Floor suction outlet cover rate must conform to 2e K7 e69 eo.2 713 73'7 76A 70.2 60.5 e28 OU
/9 a9 67.0 OU 73A 7e3 aas ez1 W els
simplifiedno
1. Distance from pool to pump in feet: 31 most recent edition of ASME/ANSI A112.19.8 and be so e1 71.6 73A 761 763 LOU =
9.t 67.4 saeembossed with that edition approval. J1 7t8 73A 761 7a4 ao7 e7.4 ea7 a4.o
�. inch 1 ft. 1 �° 9Pm = D./ (from pipe flow/frictionklsschart) 34 73A 762 764 ea7 e3A e9.7 ago a4s
2. Friction loss (in suction pipe) in Wpe Per 6. Pump, Filter do Heater make and model cannot 33 7e.2 7e8 eoa IN e53 azo 943 "A
changed, and equipment location cannot be moved 3+ 7e5 aoe e3.3 au 87'6 aa'69J
3. Friction loss (in return pipe) in /• inch pipe per 1 ft. ® 4:z gpm = (from pipe flow/friction loss chart) 3s W 83.16a4 s7A NJ aea aeA lots
closer to pool without submitting a revised plan and
4. 3l x D•! 32 �•3 ff TDH calculation worksheet for approval. NOTE: FELD TDH MUST BE EW& TO OR Hlt O
MONSOON! TW THE CALCULATCALCULATED •
(Length of Suct. Pipe) (Ft of head/1 ft of Pipe) (TDH Suct. Pipe) /a.YS
5. 11 x 0..%I = 4.S/
(Length of Return Pipe) (Ft of heod/l fl of Pipe) (TDH Return Pipe) MH in Piping: �.�J � aW FrIctim � Pw F
oot
✓�/✓is i/ tF 'Clio WJ � �'f�• �fl � Schedule 40 PVC Pipe _
/ sk.Nt I►•<•" -Fed Per Second
Z GrA FIRW loss in TDH (from filter data sheet): 2.3/ fte see. 6 0 10
1• to 0.14 21 gpmgpm o.�' atc? lay_ wf sheeS
Heaters loss in TDH (from heater data sheet): D to 37 &Wso 0.14! et 03V
e2 a ex a10' 7w sm 0.1
Total all other loss: A 6. ZrN a05 117 Woa 146 go0.13•
3 136 0. let a0T 227 0.10' l0 yys�
3 Total Dynamic Hood 0": Q 3���i 4• 234 a 313 a 302 0. t
c ad Pump and Main Droit Cover: hp J 534 a 7t2 a
Pump selection F/711 1Q.f•; M OFAI601 using putmP curve for TDH do System Flow Rate
MINIMUM
(Pump model and size in Horsepower)
Main Drain Cover W„A,•NA L¢0;j3/pry (System in Rate must not exceed approved cover flow rates)
(Yoke and Yodel) 35
Notes: Minimum system flow based on min. flow per skimm*r of gPm. AO rr Swimming Pool Specification For:
netennine the Number and T Outletic Date Do
Check all that apply. ST ri.3� 1?ts i,�tn cam•
e Q 2 j #.0.,;4 fiction outlets 0 !a p gpm max. flow (see note 2). ?P/ /�.4i t.a��S•4
L.or,t
3-0 ..�•
on roc ors ign rs _ d/D 4jKstl `•
3 section outlets OC]gpm max. flow (see note 3). /� I>_ a e 2 1
Contractors Printed orae
c1hannel drain 0 gpm w/ports (see note 4). 006 l¢S•74 2,9
Contractors ert. No.
-3;9-f 5'441 Scale: None
contractors a ep ne
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