HomeMy WebLinkAboutEngineering (2)C1
Sun shelf
8"deep 3'deep
W rise
LEU light
13' x 24'
Custom pool
Not more than 20' no
less than 6' from pool
Existing
WP
cFl
Residence
/ 18 Skimmer
56"deep 0 166"
19"
LEO light Swim out
8 18" deep
✓ac �� n
Pool return 2"
�1 l�
Termite treat
concrete
FiI[er Pad
Pool controlpanel
Clear area
n front of
P ool panel,
SCALE: 1/8" =1'
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
r MAY: BE NECESSARYIN.QRDERTO
COMPLY WITH ALL APPLICABLE CODES,
Pool
Size: 13'x 24'
Depth: 3' to5' 6"
Area: 312 sq. ft.
Perimeter: 84'
Coping: Brick pavers
Lights: 2 LED
Filter: Cartridge
Pump: Pentair varible speed
Pool Coating: Gem Stone
Deck type: Pavers
Area: 969 sq ft
Drain: Deck o drain
Automatic Cleaner line
ST. L CT Y6UNTV CX"VII nrur. TIMSION
11EVIF1i L0 FOR C . IPLIA�CE
iti VILM LD B L1Vf2A1, jX,ivl
DATE l _
:11—A- S AND PERMIT DUST BE KEPT ON JOB
NO L\3PECTION WILL BE MADE.
Pool and spa to be in accordance with FBC 2014 residen
Install pool/spa per ANSI 3,5,7 and 15
-
�'
ial code chapter 45
Adams Consulting & Design Inc.
[['�'Surfside
danyelj78@gmail.com
Designed Chandler Residence
for:
Engineer: Harvey E. Koehnen
Professional Engineer PE -32831 G
12805 79th St
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nos Elyse circle
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Phone: 772 519 0772
265 Bermuda Beach Drive
Pore Saint Lucie, 34952
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Fellsmere, FLorida 32948
Fax: 772 4612786
Fort Pierce, Fl.
Fax (772) 489-3035 /�
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NOTE:
OIATsms Asi4t-e OF i2EP0.56
e' AND Fu121t16R all
4' THICK WALLS W/ #3's
@ 12' O.C. W1. WAY
3'-5=
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Man flow a pm sw
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Pcr FRC 4141 41M.6.6
Q c� POOL MAIN D"t I DtTgIL
O
M yI.E OF 126FYt5E
Flow and Friction Loss Per Foot Schedule 40 P.V.0
Velocity - Feet Per Second
Pipe Size
8 fpc
10 fps
1"
21 gpm 0.23'
26 gpm 0.35'
1.5"
50 gpm 0.14'
623=0-21'
2"
82 gpm 0.10'
103 gpm 0.16'
2.5"
117 gpm 0.09'
146 gpm 0.13'
3"
181 gpm 0.07'
227 gpm 0.10'
4"
313 gpm 0.05'
392 gpm 0.07'
6"
712 gpm 0.03'
sytems with a single body of water.
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Pool one pump System
roaL equipwtw.t to be botkd per waufaxns specs. ,s= bout
Filtration pump
To be Installed on the filter A
M
pump for a final inspection
Pressure guage 03• • PP
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Vacuum guage S
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2011 VGB Pool Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _12_ x_26_ Ft_4.5_ x 7.48 (gal/ Ft) =_10,501-gaL-
(Surface Area) (Average Depth) (Volume in gallons)
2.Determine Flow Rate: _10,501$al_/_401_=_36gpm- + 36 gpm_
(Volume ) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be _2'_ Inch to keep velocity @ 8 fps max. at _62_ gpm Maximum System Flow Rate.
Return Piping to be 1.5"_ inch to keep velocity @10 fps max. at _52_ gpm Maximum System Flow Rate.
2011 Pool Pump 1 Energy Efficiency Requirements APSP-15
Pool Pump Controller. Time Clock Set to run daily @ 36 gpm for 336 Min. to achieve one complete bum over
In less than 12 his max. Minium run time of 240 mins. 8,640 gal. 136gpm = 240 min.
Pool Filter 8,640 /240 min. /.375 = 96 filter's min sq. it
Pump selection: (StaRite %h.p.2 spd) using TDH & Calculator ( see attached form)
T H Calculator '1t,PentairlWater
hw speed Ponl a"d Spa
Pool Information
Flow Rate: 35 GPM
Total Piping Lengths:
Suction Lilt: 0 Ft
Inlet Slde: Ft
35.00 Gal/Min
Discharge Sidor: Ft
Maximum Pipe Velocity Allowed:
Piping Sizes.
(consuk your meal code)
Inlet piping: 2.052 In
Brandt Piping: a FUSeo
Discharge Prow 2.052 In
IPiping:g. 0Fusec
Discharge Piping:
Discharge
rpe Piping: 10 FeSac
Piping Head Loss at 36.00GaNMin:
P
35.65 Gamin
(1101111W (lingrl M Va1Ve4)
Intel Piping. 1.31 Fl
Pips
1.01
Disctter9e Pp'vp: 1.31 Fl
For advanced pools that contain multiple suctions. this program maybe
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
1
Results: Your TDH Calculation
Inlet
20
Full Rated, Low Speed (012530) I
10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
z Name
320 Mlornatar 1.5
r x 2.5.3 way valve
2' x 2.5'2 way valve
Main Drain
PxC
1 inch Retun
Stammer 2
Piping
Name
90 degree elbcl,
Tee Through
Check Val.
Pumps
Nam.
0.75hp, E-. Full Rated, Low Speed
(012530)Pentair Whispertlow_ 2 speed
Designed by:
Suggested Minimum Pipe Sizes:
Flow Rate:
35.00 Gal/Min
S anrh Piping:
1.5 1n
Your Head Loss:
10.70 Ft
InIY Piping:
1.5 1n
Maximum Flow Rata
Fellsmere„FLorida 332948
Discharge Piping:
1.5 In
A Maxin s. RPM:
35.65 Gamin
0.39
Head Loss at
1.01
1
Maximum Flow Rate:
11.10 Ft
1
-0.29
Inlet
System Head Pressure Curve
Head Lossat
20
Full Rated, Low Speed (012530) I
10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
z Name
320 Mlornatar 1.5
r x 2.5.3 way valve
2' x 2.5'2 way valve
Main Drain
PxC
1 inch Retun
Stammer 2
Piping
Name
90 degree elbcl,
Tee Through
Check Val.
Pumps
Nam.
0.75hp, E-. Full Rated, Low Speed
(012530)Pentair Whispertlow_ 2 speed
Quantity
y
Pool 010A spa to be iw accords ce w tit Fae 2014 re-sidevd1al code chapter 45with 2614 cimev tinteitts
(H601.1,DoDVS1301 ger ANSI 3.5.E svvcl �5
Adams Consulting & Design, Inc.
Designed by:
Hand Loss at
danyelj78@gmail.com
Quantity
3660GagMin
12805 79th Street
1
0.81
Phone: 772 519 0772
1
0.10
Fellsmere„FLorida 332948
0
0.00
Fax: 7724612786
1
0.39
1
1.01
1
3.38
1
-0.29
Inlet
Discharge
Head Lossat
Quantity
quantity
36.000aBMin
8
12
249
0
2
0.18
0
0
0.00
Quantity
y
Pool 010A spa to be iw accords ce w tit Fae 2014 re-sidevd1al code chapter 45with 2614 cimev tinteitts
(H601.1,DoDVS1301 ger ANSI 3.5.E svvcl �5
Adams Consulting & Design, Inc.
Designed by:
danyelj78@gmail.com
Designed Chandler Residence
Engineer: Harvey E. Roehnen /
12805 79th Street
Frank Adams
2/20/2017
Surfside
Rockscapes
Phone: 772 519 0772
iOC:
265 Bermuda Beach Drive
Professional Elge Circle
Po32831
y
52
Fellsmere„FLorida 332948
Fax: 7724612786
Fax /
Fort Pierce, Fl.