320 BEACH AVE - SWIMMING POOL DRAWINGS L I N 0 L E Y
TOLBERT
DESIGN,INC.
PROJECT INFORmxriON
AR S EDULE
LOCATION: 320 BEACH AVENUE
ATLANTIC BEACH.FLO]WA 32233 NAME COLOR AREA
AREA- LEVEL I CONDITIONED SPACE: 1,605 SF LOT AREA 6,648 sq ft.
LEVEL 2 CONDITIONED SPACE: 1,955 SF WIN STRUCTWIE 2.227 sq fL
TOTAL CONDITKO" IPACE: 3,580 SF
offivi 7 WALKWA i,W0 sq ft
(IMAGE: 585 SF TOM NPPJtV[OUS-3-0-FTO-1 til-0-W FT
TOTAL BUILDING MEA: 4,145 Sf T0W L-M
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i ANSI/ASP-7 2006 -Specifies three methods fm determining tIi'le Mc)xfmurrl system flow rote. The
simplified TE)H calculation -
is one of the methods speci led.
ns
For ecch pimp T01cl H6Gd In Feel Con vers
Ion ChcrY
r---Che:�, one Inches
SiMPINery Tolal D�n Mic Head (TDH) CGlcullsilfio n Wo rk Mercury (Vacuum Gouge)
sheel �jMDL-Fied 0 2 1 6 12 14 1
Deterrnine MaxiMum System now Rate: L 2.3 4.5 6.8 9.0 11 3
C(CmPlete S_DH 'ftrksheei F, in :111 0 1�i n k-S, 1 2-3 6.8 9.1 1
1.4 11
Minimum Flow Rote Required- 35 gpm Per S�Irnmel, TDtLI QY00mic heog �TDH) 2 4.5 1 If A I I-
3 6.9 9,2 16.0 8.2 7 -
ri reojjre,,j 4 -3
1 Calculate Pool Volume: COMP:e�e PFOSFQTT, or r co c-. ,''1,i ; -B 16-0 18.3 0-5 7 0_5
9.2 11-5 !�.i -2.B 25.0 27
0 x 7.4 (Qol-/cubic foot) blonks on work-sheet & cjtt�cch cc�IICUIIII 5 11.5 13.8 18-3 20.6 Ij 1 27.3 29.6
2, Determ (Surf Afea) (Av 99D-,p I_r') M(Jxi-mum FIC-W COROg-tv I j.Y 16.1 Q_ 25.1 .4 29.6 31.9
(Vol In q0t 1 18.4 20.6 22-9 25.2 LIA 29.7 31-9 34-2
ine preferred Turnover Time In hours: x 60 (min. hr.) 7 113.2 18.4 23.0 25.2 -
__3__ = . of the new or rePl!)cemeni pumr) 27-5 ZY-7 32.0 36.5
our,) 8 18.5 20.7 23.0 25.3 27.5 1111
ine (Tumover ln.Min 29.8 32.0
Llr, + 9 20 li'l q 36.6 38-8
3. Determ' Max Flow Rate:gjpa-- '=- _G)_ 25�3 27.6 29.a 32-1 i4_3
Flo. Rate) 23.1 25.4 27
4. Spa Jets. X (Vol In got) (System 'Flo"�-tc) 1 25.4 .6 29.9 32.
gpm pet jef --ii-7 1 2-2 3-4.
(No of Jets) flow rate, 2 -
CD
(jet F-1.) (1-OtOl J I FIO" POIE) 11 13 M.0
(For single pump pool/spa combo, use the higher of No. 3 of No 4 in the following colculat, It a variable speed pump is used, use the max. 14 32-3 -34.6 36.9
ions for the pool spa) 1 0
39.1 41.4 43.6 45-9 '18.2 50
Pump flow in calculations. Cj 15 34.6 36.9 39.2 41.4 43. 45.1 - 52-7
Determine 411-2 50-5 5Z 7 55.0
_-Pipe Sizes: 16 37-0 39.2 41.5 43.7 46.0 4113 50.5 52.8 55.0 57_3
17 39.3 41,5 43.8 -
2. For side wall drains, use appropriate side wolf drain 00 +6.1 4&3 50.6 52-8 55-1 57.4 59.6
93 is 41.6 A*t g
flow as published by manufacturer. 0 4-6-1 48-4 50.6 52.9 55.1
Branch.Piping to be nch to keep velocity 0 It fps max. at J/A
gpm Maximum System Flow Rate. a-1 19 43.9 48.4 50.7 5 55U.2 59.7 6 64.2
20 46.2 50-7 53.0 M.2
Trunk Piping to be nch to kee velocity @ E fps max. at 3. In-Floor suction outlet cover/grote must contorm to 57.5 5Y.jj &2.0 64.3 66.5
P gpm Maximum V5 21 48.5 -B 53.0 55.3 57.& JU.0 ft.L) 64.3 Afi 6 RR 9
Retum Piping to be System Flow Rate. most recent edition Of ASME/ANSI A112.19.8 and be 0- 22 50-8 53-1 55-3 5-7.6 -59-9 52.1 64.4 AR A
C
z
j inch to keep velocity @ 10 fps max. at embossed with that edition appr-oval. 23 53.1 =4 57.7 59.9 62-2 1 64.4 69-D 1 71-2 1 73A
dof C;Ll
gPm Maximum System Flow Rate. 4 4 57.7 6o.o 62.2 64-5 66.7 69.0 71.3 _a5 75.8
Determine ion can not
Pump & Filter make, model and locat E 57.8 60.0 -3 64.5 66.8 69.1 71-3 73.6 75-8 78.1
change without submitting a revised plans and TDH 26 60-1 62-3 64.6 6&B 59.1 71.4 73.6 .1
worksheet. 27 67-4 64.6 75-9 73.1 B114
I Distance from pool to PUMP in feet- 66-9 69�2 71.4 73.7 80_5 a,,
re 28 64.7 669 69'2 71.5 13.7 76.0 78 80 B�z 115.0
in suction pipe) in 5 73-8 715-0 7&3 So
2. FrIcbon loss 6 29 67.0 69 71 6
inch pipe per I ft 0 gpM A 1 30 85.1 97-3
(from pi 69-3 71-6 73.8 76.1 78.3 B0.6
pe flow/fr-ct'D, W.6
1 1 rl los- -hoH) 9 115 87.4 89.6
3 Friction loss (in return pipe) 1 31 71.6 73-9 76.1 7114 80.7 82-9 85.
1 n inch pipe per gpm 32 73.9 - 78.4 85-2 87 2 87.4 139.7 92.0
BO.7 a3.0 �5 89.7 94-3
4, 0 X . 062 (from Pipe flow/frictim loss chod) 7&5 1 80.7 R3_0 87.5 89-B 92,0 94.3 196.6
_-A. -au-'J I fi3-1 1 115.3 ff7.6 8�9.a
(Length of Suct Pipe) (Ft of head/I 35 9 ER 6 .8 92-1 K4 96.6 9&9
fi Of Pipe) (TDH Sucl-PP.C-) I I MA 1 97-1; 1 ---- I -- I,
5. x 17/- t"A 1 96-) 9R__Q 101 9
9�t-h -of Re'lurn Pipe) (Ft of head/) f�of-pipe) INOTE- FIED TDH MUST BE EQUAL TO OR HIGHt-R
F�_lpe�) _H Retum Pipe) THAN TIHiE CALcutkTED TDH.
TDH In Piping: 114- 1
jEl W lot
41 1 Schedule 40 PVC Pipe
Al er loss in TDH (from filter data sheet): e Size 6 f Vel -Teet Per Second
Heatei loss in TDH (from heater data sheet). 8 If S 10 f S
0.14' 21 m
.16 qpm
1.5- 37 m 0.23' 26 m 0.35'
Total all other loss:, 0.08' 50 m 0.14' 62 0.21' The following cut sheets are included,
2*. 62 0.06' 82 rn 0.10' 103 M
Total Simprified TDH: .2.5 88 nnrn 005 0 117 m 0.09' 0.16'
Selecteii:,11 3* M 0*04' 181 M 0.13'
ra' Cove 4' 2.34 0.07' 227 m 0.10' 13<1 Pump Heater
Pump selection F 314 6' 9prn 0.03' 313 M 0,05' 392 rn 0.07'
--using pump curve f(r Simplified TN & System Row Rate 0.02' 712 Qpm A All
P Mode'l ind si2e in Horsep-ower) Filter Thearphy Jets
Main Drain CovereAr
X%7019_3_1y,_C`Rl?Yster-n Flow Rate rnust not exceed approved cover flow rote)
Notes: Min' (Make and Model) Main Drains
Imum system flow based on min, flow per skimme- of 35 gpm. Water Falls
00ther
M
Determine the Number and Typ'e of Required In-Floor SUCtion Outlets
0 We of cover SwiMming Po
0 Dual Main Drains 0/ Specificolion for:
- T-all suctions outlets @ Prn max.flow 2
ol . 4)A.),0L6 Y 704_6Ai5;47-
0 Multi Main Drains VnO 8r=4CA1 .4 t/9
J_ suction outlets @ &IJ^
9pm max. flow
igno ure
L4 A W-00-n 3 A 0 Channel Drain V rlJ.,V 7
channel drain @ gpm W/ E:Jorts Colt OctDrs Fflrll!d
COnt-actzirs Cent- Nc.
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Z
L I N D L E Y
TOLBERT
DESIGN,INC.
PROJECT INFORMATION
AREA SCHEDULE
I �JL-'i J J--`� C'-"T I A
LOCATION: 320 BEACH AVENUE
ATLANTIC BEACH,FLORIDA 32233 NAME COLOR AREA.
AREA: LEVEL I CONDITIONED SPACE: 1,605 SF LOT AREA 6,648 sq ft.;
LEVEL 2 CONDITIONED SPACE: 1,955 SF MAIN STRUCTURE E—= 2,227 sq ft.
POOL COPING 83 sq ft.
TOTAL CONDITIONED SPACE: 3,560 SF DRIVE WALKWAYS 1,000 sq ft.
GARAGE: 585 SF TOTAL IMPERVIOUS SO FTG 3,310 SO FT
TOTAL BUILDING ARE V 4,145 SF TOTAL LOT COVERAGE% 49.79%
NOT9:
204-0" 92.0'1 n i'*12#0 0 20'-8 5/8"
A FOUNDAMN SURVEY
Area I U SiTB SHALL BE PERMRMOO AND
F D --TI3 Ck
5;SIDE YARD SE A COPY Of THE SURVEY
Ama 12
$14AU BE ON P4E SrM
FOR THE 0UfLX"NQ
INSPiCrMIS USE PIVOR TO
FRAMINQ INSP9MON..
ALUANAT"LX AU
PROPEAtY MAUER$SHAU
ME EXOOSW ANP A SMN4
FINISH FLOOR
STREtOIEP FWM MARKER
LEVEL 1
DRIVEWAY V MAR"It TO VFRIFY
ELEVATION- I W-00,,
L/-
D 3Z lmvemi
::-)7
L-L
c3l
0412 Ama 12 Ama 12 Area 12
10 U9 —
10 0 0 0 0 040-U-24-0-0-1
:r
lga PAIL,
Monday,February 23,2015
MACE"
Z pLaw
uj
PORCH POOL
5 SIDE YARD SE TBACK
u*
7
32-0
THIRD STREET EX:.4Cfl .4VL
ATLmm, 59ACU FL
322-53
NORM
WEST EAU SITE DIAGRAM INTt PLAN
SCALE: 1 5! wc I VOW)
soutH CALCULA"
L251TE
COPYRIC7UT 205 AD. LftU-y TVUW.RT W Xg W. a U-9WLfr.5 vx--.f-aVrs.�W PAP-T 4T Tdl.,\\IOPY-44y M U��MCMaM=vL5TW"Zp.
N-A-AY&M--9TflC-ZA/0QC0#4WATr.D W ANY FMM W-5Y A14Y W.AN6 VrLOUT PPJW-\VZTT"Cabo�r OF LWLr-y TA-5MT X_-4R W
ANSI/ASP-7 20()6 Specifies three method, (of delerminlf)g the mox'
Simplified TDH c Imurn system flow rate. The followjnQ
01culotion IS one 0 ---------
L of the methods 3pecified.
_Q_q I�,,Q�1 -tr�n
For ecch -imp
P Tolcl Head In Feel Con ve
Sim 11fied Tolal r--Che:--P one Inch LsIon C17crl
I " Mercury (VOcuum Gouge)
gt771C ileGd (TDIY) C01cul, n Workshe I I -
��_� e 1 0 2 1 6
LL Li
ate: al�021:fied Totol D,,no mic HBod 0 1 0.0 2.3 4.5 10 1 2 14 1 16 1 18
CGmPIe1E S_DH 'ftrksheei '- -11 1 1 6-8 9.0 11.3
ri in jil bljn��;7 .6
-I 1 1 2-3 4.6 6.8 9.1 11.4 13.6 1_-9 Q I
Minimum Flow Rate Required: 35 gPm Per Skimmet, 10te) Qynornic heI �TDH,') 2 4.6 6.9 9.1 1 T.4 13.7 15.9 181
3 6.9 9.2 11.5 13.7 0.4 V_7 25.o
1 Calculate Pool volume: Comp!eEe Progrom or ot�_-efr COCS. �;! 11 1 16-0 15.2 20 22.8 25.0 27-3
;Z-70 i 1 ;9 riaQjjreij 4 9.2 11.5 13.8 16.o 1 20.5 22
X x 7.48 (gol./cubic toot) JOC) blanks on worksheet otIcch calctilotIC'j-'s 5 11.5 13.8 25.1 27.3 29.6
-cs U-11-A-17 I-) I h 1 16-1 1 B-3 20.6 22.8 25.1 27.4 -
(Vol. in qol Wiximum gc.yy CO20 16.1 18.4 20.6
C;tv 6 13.9 22.9. 25.2 77.4 29.7 31-9
2. Determine preferred Turnover Time In hours, Ot the new or FICP13cernenf purrip 7 1612 18.4 20.7 23.0 25.2 34-2
60 (min. hr.) 27-5 29.7 32.0 34.3 36.5
18.5 20.7 23.0 25-3 27.5 29.5
3. Determine Max Flow Rote: (Tvmover in..1I 34.3
Z- + 9 20-8 23.1 25.3 27,6 29.8 32-1 36.6 36.6 38-5
Of I'low Potc� 10 23.1 25.4 27.6 29.9 32.
4. Spa Jets: (Vol (lumv-er U.ns (Po
Z) x 0 gPrn per let FF (SYSICnI Flow poic) 11 254 27.7 29. 32-2 3-4.
�Noof J�ets) �Jet Ftow) flow rate, 12 27 30.0 32 --
(For single pump pool (I tal ifl Flow Ro(e) a)
1 13 Ju.
/Spa combo, use the �ligher of No. 3 or No- 4 in the follow' 0 variable speed purn :3 14 32-3
ing calculations for the pool spa) P is used, use the max. 0 J4.6 36.9 9-1 41.4 43.6 45-9 48.2
Pump flow in calculations. CD I Z) M.6 36-9 39.2 41.4 .7 45.9 48-2 50.5 52.7
0 16 7 55.0
L_ 37-0 39.2 41.5 U.7 46-0 RU 50.5 52.8
Branch 2. For side wall drains, use OPpropriate side wolf drain 17 39.3 41.5 43.8 4&3 50.6 -5,2 55.0 57_3
Piping -to be Call 46.1 -8 33.1 -
V-,
(D 18 41.6 43.8 46.1
inch to keep velocity 0 6 fps max. at (�o flow os published by manufacturer. W6 52.9 55.1
gpm Maxi CL 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59. .61.9
Tr-unk Pi lmtjm System Flow Rate. 3. 57A 59.7
20 4-6.2 48.5 50.7 510 55.2 57.5 59.8 62..o 64.3
'ping to be In-Floor suction outlet 62-0 642
cc)ver/grOt.e must conform to Ui 21 48.5 5o.a 53.0 &5
inch to keep velocity @ 8 fps max. at gpm Moxlr-num System Flow Rate. most recent edition Of ASME/ANSI A112.19.8 and be 2-2 50.8 53-1 55-3. M-3 57.6 59.8 62.1 6.4_3 66.6 68.9
Retum Piping 1b be inch to keep velocity D 10 fps max. at 57.6 59-9 62.1 64.4 66 r,
embossed 'With that ediUon approval. 23 53.1 M-4 57 59.9 62-2 64.4 7 1 71
N '4 5-7.7 6o.0 622 64.5 66.7 69' -2 73.5
gpm Maximum System Flow Rate. 4. Pump & Filter make, model and locat- 25 57.8 60.0 6.2.3 0 71-3 73.5 75-8
ion can not 64.5 66-8 69.1 71-3 73.6 75.8 -7g.,
change without submitti 6 6D-1 62-3 64.6 66.8
1 DiAonce from pool to pump worksheet. ing a revised plan s and TDH 7 62-4 FI r, 69.1 71.4 73.6 -75_9
In feet- 28 64.7 66.9 69-2 71.4 _a7 7ag --
2. FrIcbon loss in sucGon pipe) I ff 1 1 29 67.0 r16-9 69-2 71-5 73.7 76.0 78-2 EnIZ8 155.0
6 inch pipe per I ft. III-- 1 69-3 71.5 73.8 76.0 78.3 80
@ 30 69-3 71.6
73.8 76.1 78.3 80.6 8 d5-1 97-3
gpm (from pipe flow/fr,cf,09 W.5
3 Friction loss (in return p, inch I I , loss chor!) 31 71.6 73.9 76.1 7114 -2 .1 B7.4 99.6
1pe) in 80.7 82_9 &5 87.4 89.
ipe per g P m 9Z 32 73.9 78.4 80.7 EaO B5 2 87_5 897 IMI-7 92_0
4, X (from Pipe flow/fn-ctlon loss chort) 33 7Q .5 6 1 85.3 B7'5 89-8 910 1 94-3
(Leng1l 34 78.5 .8 E0.1 87.6 B9.8 1 96.6
E-0 7S �t pipe) (Ft of'h,,d/i ft of pip,) 92.0 94.3
1i5_1H 0SU%,cCFPtI 92-1 94.4 96.6 1 9 9
5. 0 X IN / - -"' 809 .1 85.4 8 B9.9 QA 4 1 96.7 98.9 101.2
(Length of Return Pipe) (Ft of hea�� - I NDTFE: MEID 7DH M -0
d11 ft a f pp7p-,) __ UST BE
(TDH _'Pipe) EQUAL TO OR HIGHER
TDH in Piping: F�1�( W a' THAN THE CALCUI ATED TDH,
n 0 0
Filter loss in TDH (from filter data sheet): Schedule 40 PVC Pipe
Vebci� Feet Per Second
He er loss in TDH .(from heater data sheet): Pi e Size 6 fps 10 f
a 3
16 M 0.14' 21 m 0.23'
Total all other loss: 15 .37 m 0.08' 26 m 0.35'
2' '62 0 1W 50 0.14' 62 0.21' The following cut sheets are included,
TOtal SimPhaed TDH: 2'5" 88 M 82 M 0.10, 103 M 0.1 6'
electe 117 m 0.09' 14.6 qprn 0.1 1
u nd 11111111111�1 ra* P^I,e- 3' 138 m 0.04' 181 m 0.07' 227 Pump
Pump selectio F 4* 234 rn 0.03' M 0.10' MHeater
313 m 0.0 392
using pump curve for Simpl, 6' '534 9prn 0.02' 712 9pm m 0,07'
(P_UMP AA�Iod H-Cj,.P_ I ified TDH & System Flow Rote
Main Droln Cover -0 and -si2e ir. Horsepower) 0.03' Filter -Thearphy Jets
emio;;ST�ob-, -ev F
(Make and Model) 'Rystern Flow Rate must not exceed approved cover flow rate)
Notes: Minimu.m system flow based on min. flow per skimmer of 35 gpm. 121main Drains
OVVater Falls
Determine the Number and Ty' 00ther
pe of Required In-Floor SUCtion Outlets
0 We of cover WIM 9 P001 Specificolion For.0
T-01, 0 Dual Main Drains S min
Suctions outlets @ Pin max.flow
0 0 4&OLE Y - 701-94e;;4
0 Multi Main Drains
suction Outlets @
gpm max. flovv
c S t 9-n-6 Fu-r-t VC
Channel Drain rr Al /i�1 7
A channel drain @ _,P4_0
U0=9 gpm W/ orls Car'(OcLOrs F�101!d Nor-ne-
0
lop
Plan
PROJECT INFORMATION Ak"-Sd-W U AM-
LOCATION: WO BEACH AVENUE -NmE
ATLANTIC BEACH,FLOROA WM
AREA: LEVEL I CONDMONED SPACE: 1.80 SF
MAIN STRUCTURE 2.227 eq
LEVEL 2 CONDMONED SPACE: lQW SF
POOL COPING i4
TOTAL CONDITIONED SPACE: 3.560 SF
is
��TOTAL LOT COVERAGE% 49.79%
OARAGE: 585 SF 001p
TOTAL BUILDING AREA: 4,145 SF 4��
L
tam:
A ADUNPATION SuRvIly
SK4LL N P&RAMMIP AMP
_SL�CK A COOPY OF TW SU0rvTy
P"L ft ON YM smy
cz:;-
MR TW KNUPM4
um pawA vo
ALTSMATNOW,ALL
lowparry 9449m
N V(MW AW A VMAW
FINISH FLOOR $MrOWP WAM MAMM
LEVEL I TO MAMM TO V500Y
OPJVEWAY ELEVATIONIm IW-W�
AMM to sm 11 AM to
i rl
Ttr
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—4 '4AWAfty,P�Wl 23,Ml
Pow otm
PMH POOL
L
5'SIDE YkRD SETBACK .00ML
w
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K4E
DLACIJ AVrl6;7
THIRD STREET
AAAWc bLAeu FL
NOW"
SITE DIAGRAM PLAN
WEST aw
SCALE: 1" 5'
cALajLATwN i
SOUTH
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