HomeMy WebLinkAboutSCREEN ENCLOSUREPOOLS
GAG,
stw fc Mrrs
"���•
1 t"I m in4t4 Ylr Ya1M .YYx
.an
II
a. w xwY.w allux x yro.�,.
I1ru
"
MIY Y�.�{{Mralu 4o/n.
' it i2111(N"1 f.
MIYKy plwiA
�, jlfY ltln Noe Y w I. u 1"lu"uNl
y�lw w 5Y•.N"Y 41 a '
,x. y
FEATUF
41 1 11 u[xKr�. '
S. Yx14.1WI�M .N."MrM C"
iM Mryf Gel Y 4:p SM•M..
Pia
N Drj AI
M
^Im.uM 1 IM Oro�w y.w
P. ruo[ 4414 pu.u."uan wen,
MAIN C
Ya+..... .... ....
of
s '
4 4
sa
0
Lj
PLAN VIEW
...-:. _— __�-� .. �.:.�._"yaT®li_7!"2"•7. T.F•r.Si.ira.... :.. •.. ....
ASCHERFELD RESIDENCE MAX WIDTH: 17' MAX LENGTH: 29'
DEPTH: 3'6" TO 5'6" PERIMETER: 92'_7"
SHAPE: FREEFORM SQUARE FEET: 451
DIRT FROM EXCAVATION: HAUL •
CREEK ENCLOSURE THE PORCH FACTORY NO
RECEIVED SCANNED LEAVE -MOVE -THEN SPREAD NO
BY EXTRA FILL & COMPACTION NO
JUN 2 5 2018 SPRINKLERSAND LANDSCAPING BYAMNCO; MATT 561-719-7410 St Lucie county IOs ENTRANCE: LEFT SIDE OF HOUSE
5T. Lucie county, Permitting 6 X 6 TILE: GWSM234BB10 INT FINISH: DBL SKY BLUE
,, ^t -q STEP TILE: GW82348B10
17
3T 4" , , '
O" t6" t 11" FILTER: CLEAN & CLEAR 200 PUMP: INTELLIFLO VS
MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP
FEATURE PUMP RETURN �EC-O-DRAIN DECK: IVORY TRAVERTINE CHLORINATOR: INTELLICHLOR IC-40 A
LINE 2.5" - - LIGHTS 3 GLOBRITE, 2 POOL, 1 SPA TRANSFORMERS 1
- - --- - - - PLACEMENT IN THE SHEER DESCENT LINE #2 POOL CLEANER: DORADO VAC LINE 1
2"
0 18' 7" MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT •
SHEER DESCENT LINE #1 2" _
" - - - --- HANDRAIL: CBRTD-354 "BEIGE"
CHILD BARRIER TO CODE -
RETURN LIN 2. FILL LINE: NONE OVERFLOW LINE: NONE a -
_ R I �. i SPA SPECS: 6' SQUARE RAISED 21" ABOVE THE PATIO
X f- ° SPA PUMP SUPERFLO 2HP SLIDE: _ NONE
R
2g 3" lJ/1lJ/1`J/\
ll4 r
18" X X R HEATER: ULTRATEMP 120C TANK: N/A
36" COLOR LED HANDHOLDS � VAC. HEAD: N/A VAC. HOSE 1
• F/EDGE TILE SHEER DESCENTS � i, s„ vac POLE: 1 BRUSH: 1
0
MAIN DRAIN
LEAF SKIMMER: 1 TEST KIT: 1
j� �
Pomp AI POOL 6" WALLS"Z OVERFLOW LINE: NONE FILL LINE: NONE
2.5" •
N f ; / 8 FLOOR W EXISTING LANAI PAVERS TREE REMOVAL: NONE STUMP REMOVAL: _ NONE
N UN •" 2.5" :#57 ROCK THE ENTIRE POOL ° TO BE REMOVED � WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME A:
--3' 4" - -29' 3'— - r - 11' •4 17' 1 .._----. -_- -_ _.— __.__- BACKWASH LINE: STD BLUE FLAT LINE
PATIO:.1548 TRAVERTINE COLOR: IVORY FRENCH '
in EXISTING PATIO: REMOVE PAVERS / SCREEN TERMITE: STD
o �
w NICHELESS POOL LED I :. DEC-O-DRAIN: WHITE FOOTERS: STD
_
PLANTERS: NONE YES
•- p j EDGE TILE NICHELESS POOL LED SPA MAIN DRAIN OVERPOUR: .
SCREEN ENCLOSURE: THE PORCH FACTORY "BRONZE"
12'
13' 3" 12" % NICHELESS SPA LED SAFETY FENCE COLORq BLACK ON BLACK
W " ! ! CUT &CAP SPRINKLERS: BY POOLS BY GREG, AND REROUTE •
°1 12 - APPROX GALLONS: 15,226
SKIMMER LINE 2" 4 �� OF CRUSHED CONCRETE PUMP G.P.M. SEE ATTACHED
" 4`
18'
_ 71 SPIgLWAY UNDER ALL PA VERS SOLAR BY: NONE
VACUUM LINE 2" 1 '
SPA RETURN LINE 2.5" CBRTD 354HANDRAIL I 181• 21" 3RD PUMP: SUPERFLO 2HP
YES NO
�._._7 0+ • to Y 1 �u�wm Y°u"' H 97 i�,o`� .e, SHEET TILE X
SPA RETURN LINE 2.5"
OVERPOUR
HV
SPA MAIN DRAIN LINE 2.5" i \ �u� 'A °¢,`� � 6Y �1LLC id4�� .
SPA HYDRO LINE 2.5" �\ 1'1tY�1E�'.'`."c•` MOSAICS
SPA REMOTE LINE--- - 6'
H BOMPLY�Wma"r1P.,A /... U,;°>I.__ L ,
SPLIT LEVEL SPA BEN to
T g 18" / 21" \74
WINDOW & DOOR ALARMS e
GREG Inc.
SPA REMOTE SPA RAISED 21
2' 4• 2' a" Designer: ROBERT WOOD
�+// Address: 8886 S FEDERAL HWY
WINDOW & DOOR ALARMS V E DEC
p City: PORT ST LUCIE FL 34982
EXISTING PAVERS TO06 Phone: 772-337-9713 ext20
BE REMOVED ST. LUCIE COUNTY Cell: 772-631-3948
BUILDING DIVISION
REVIEWED Email: robertbWOod@att.netFOR _
A`
WATERLINE TILE: GW8M2349B 0 REVIEWED YCOMPLI License #: CPC 1458338
WINDOW &DOOR ALARMS DATE - - '
STEP TILE: GW82348B10 PLANSAN PERMIT
13' 7" _ MUST BE KEPT ON JOB OR
TRAVERTINE: IVORY FRENCH SILVER "°'NSPECTI°" WILL BE MADE CLIENT INFORMATION Y
EXPANSION JOINTS: WHITE
CLIENT APPROVAL
INTERIOR FINISH: DOUBLE SKY BLUE Name: ROBERT S ASCHERFELD "STEVE"
I have reviewed and I, give my approval to proceed with the construction of this project. Address: 9319 SCARBROUGH CT
CHILD BARRIER:BLACK ON BLACK •
x City: PORT ST LUCIE FL 34986
AUTOMATION: 8SC-IC40 INDOOR PAD AND SCREEN LOGIC cell: 253-678-93 o
Customer Date Email: ascherfeld@outlook.com PLUMB WATER FEATURES FIRST , ..
—Pool construction comes with FBC 2017, ANSI-7 ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place
—Water Heating equipment to comply with FBC 2017—R4501
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NU SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
nr
I • A
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
2.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/13 REPAIR 012' O.C. EACH WAY
3' TO 6' — 6' THICK WADS W/13 REBAR 012- O.C. EACH WAY
0' TO 3' — 8' THICK WADS W/#3 REBAR 012' O.C. EACH WAY
t1 M REMOVE ATE A
BRICK
Y,' PER Fr—�y
WELL POINT PLUG FROM MAIN
COPING
ATTACH AUX. PUMP
UNN
EN EMPTYING POOL
LINE WHEN
6"x6' TILE
GRATE SHALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR
PLACE SO
FINISH
4Jl)' TYP. WALL-3,000 PSI GUNRE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL'`
STEEL—TEX FORM
OR KRAFT WALL
6" TYP. FLOOR
'.
TRENCH DRAIN
3,ODO PSI
#3 0 12- O.C.B.W.
IGNITE
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG
'� !
:i •:::
(1)#3 COVE BAR 06' O.C.
GRAVEL BE
TO PUMP
—
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
BRICK COPING
(I TILE
SPA BENCH 19"
BELOW WATER LINE
GRATE SHALL
BE SECURED IN l'
PLACE SO %i ; : L•
THAT TOOLS
ARE REQUIRED '•!r`;''•�
FOR REMOVAL 6" TYP.."'
FLOOR
TRENCH DRAIN'-aT'•"+
GRAVEL BE
6"x6' TILE
4�' TYP. WALL
PAVER PATIO
SLID.—TEX FORM
OR KRAFT WALL
#3 0 12- O.C.B.W.
_SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
TO JET WET LENGTH TO FILTER
PUMP PUMP
TO AIR •.'*.,•,,,.,.� • i.y TO AIR
VENT �'.:+.j, tw CHANNEL '..n. �;. VENT
'� `• `-"..••'- DRAIN '_) -:yl'• II •: -' �.. - _ :.A i "�','• .mot:'.
THESE PLANS AND
I
�L r BOPCSE0 VJOP,R
ARE SUBJECT TC
ANYCORRECTIONS
REQUIRED BY FIE
D INSPECTORS THAT
?11AY Br NECEI
:1M N ORDEII TO "
CO?JIPCnn H N:
%?VLICAft`3 CODES.
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROWDED:
Vv� • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
1�p
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
" COMPACTION TEST OF THE 84CKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
SPA DETAIL
(WO SCALE)
RAISED CONCRETE
EXPOSED & TOPPED
EXISTING GRADE
OR 1' TO 4'
cI (1aP
L (1) #,5 REM POOL PERIMETER
OR (213 REBAR
RAISED AREA ELEV. & GRADE
(NO SCALE)
POOL PAW
MISC. NOTES WATER LEVEL ''i`--Lj
'...
1. ALL STEPS AND SWIMOUT BENCH EDGES •WILL HAVE 2x6 CAP111E BORDER OF OPPOSITECOLOR OF GEM FINISH FOR VISIBILITY2. HANDHOLO TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL12 VAC FROM
POWER SUPPLY
'SIZE AS DETERMINED
10' MIN ICENSED ELECTRICIAN
4. UNDERWATER
LIGHTPOOL FINIS ' PVC
STEP DETAILS--,�,: CONWR
1. TREAD IS MIN OF 10' WIDE. L.. SCHEDULE 40 PVC SLEEVE
— RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED •:i•:• NO BONDING
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. OR &ROLND
REQUIRED
STEPS NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE) (NO SCALE)
CHLORINATOR
HEATER
BY—PASS
1211
(2) #5 REBAR
12 PAVERS
FOOTER DETAIL
(NO SCALE)
HEATER
FILTER
PUMP / HAIR & `
LINT RNNER PUMP W/ HAIR &
LINT STRAINER PUMP W/ HAI &
\ � urar smAINEa
P� SPA j y}2
a�Otto cv+)aa oRNW
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL OUREf CMP 25506=32X VGB
PER FRC4501B.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
121ED TD ASME/AuSI A112198
32' CHAPMEL DRAIN AND SUMP
25506-320—OW
*THREE 2" SOCKET x 2.5' SPIGOT PORTS
'DEBRIS GUARD INCLUDED
•38.79in? OPEN AREA
•IAMPO LISTED FLOW RATES
'WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 OPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (Boor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(N0 SCALE)
/ CONCRETE PATIO
SLIP RESISTANT 1 CROSS BRACE �I
TREADS TO BE n BOND TO ANCHOR
12"
PAVER PATIO
12"W x 12'D X30"L CONC.
FOOTING WITH (4)#3 BARS
#8 GROUND WIRE
BONDING DETAIL for LADDER and/or RAIL
(NO SCALE)
POOLS
by
c_ GREG,INC.
1 NOW OF WATERLINE TILE
WATERUNE
MAX [
7
1 #3 STEEL 0 12' 0/C EW.
FLOOR SLOPES
FLOOR rF LF�i PE SF,.$IWL�
REkSONAROY UNIFORM AND
COMPLY WITH 5.6.
R AU S63
>y fEI EI�IyEsa v� �i [ a as a�
1owAans Tx aErP aR . cowl
Nai IXCEEa t mni & ]ram
—19'-3"
S
7 NOT
6" THICKUGHr10ET 6
THAN 11•
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rote: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1, Calculate Pool Volume: --== --- ft_=-x 7.48(gal/Ft) = ___===gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rote: _-XXX gal /-_XXX--- _XXX+ XXX=XXX__
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_ 25 -inch to keep velocity @ 8 fps max. at- 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P =H.P.x service factor. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 150
Filter min. area based on W. turnover fin rate pod gal. /360 min. = Flow Rate
Divide G.P.M. by Camldge = 375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 m 0.10'
2.5'
88 gpm HIS'
17 gpm 0.09
3'
136 gpm TO 4'
181 gpm .07'
4'
234 gpm 0.03'
313 gpm 0,05'
6'
534 qpm 0.02'
712 gpm 0.03'
Determine Pipe Sizes:
2 PUMPS -SHEER DESCENTS & SPA
Trunk Piping to be
2 __inch to keep velocity @ 8 fps max. at_ 17_gpm Maximum System Flow Rate.
Return Piping to be-
2 _inch to keep velocity @ 8 fps max. at-117-gpm Maximum System Flow Rate.
Main Drain Cover(_
SEE ABOVE System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR SUPERFLO H.P. 2
Toad H.P=H.P,x sevicetador. I H.p. or more must be 2 speed or variable speed
Filter Make N/A Size ---
Filter min. area based on &1r, turnover flaw rate pod gal. /360 min. = Flow Rate
Divas GP.M. by Cartddge =.375 or Sand =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minknurn of two speeds.
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gain 0.06'
82 QPM 0.10'
2,5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181gI ,7'
4'
234 gpm 0,03'
313 gpm 0,05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
POOLS BY GREG
ASCHERFELD RESIDENCE
9319 SCARBROUGH CT
PORT ST LUCIE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGWEER PE-73071
10299 Southem9lvd.#21I
- yal Palm Beach, EL 3342
- (305)18J7A-0541-
...ELECTRIC .NOT 1NCLUDED4'?`
PREPAUD BYn - , - SHEET:
STEVE HORST _
DRAFTING & 2, ,{
DESIGN SERVICES (772)201.7846 horst,steve@yahoo .corn
0 PENTAIR
TDH CALCULATOR
PBG-ASCHERFELD-HIGHSPEED
Pool Information
Flaw Rate: 101.82 GPM
Total Piping Lengths:
Buc1Im LiR: 2 R
Inlet Side: 40 Ft
Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed:
Piping Sins:
lmnrut yours mdn
Inlet Piping: 2.445 In
Brand, Piling: 6 FtlSec
Discharge Piping: 2.445 In
rage, Piping : a PUSee
OMhage Ron: 9 FtSee
Piping Head Loss A 101.62GaUMin:
(rot nestling fiXinga orvalves)
Inlet Piping: 255 Ft
Discharge Piping: 5.35 Ft
For advanced poofc that contain mugfple
suctions, this program may be
inaccurate. Consults, hydraulics engineer This program is forsingle pump
syMms with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sims:
Flow Race: 10162 GWMin
Branch Pion, 3.0 In
your Head Loan 78.13 R
Inlet Piping: 25 In
Maximum Flow Rate
Discharge Piping: 2.5 In
M Maximum RPM: 101.62 GaUMin
Ensma me amen paveresx pow sang is not
exceeded.
Heed Loss at 18.13 R
Maximum Flow Rate:
System Head
Pressure Curve
InhNRo Valable Spend. vs4sVRS. W. or VSF - SIM rpm
aeon S,a r,
Dasimtl operatlon Para
0
D SO 100 ISO
iVolumaMc Flow Rah (GPM)
Selected Components
Components
Ii nLw..r
Rene
duamHy
401.4MWaan
weulcnm lc-eo
ae+
werveNa
!
to.4t
MWO Ofe
Main Pain
1
1 }
c.." LNar
1
6.T/
IIInaTemp
'naT
t
i Intlr Re1um
4
1
1 al
Piping
hre decnep
HWLoa.a
Rene
GuMaY du.ntay
101.82005fin
940epree elbox
4 ii
sea
Ten TRoigh
o 3
0..
Pumps
Raw
Osumi
InN Fl, Vannes 9pwQ Va45VTta, VF.
1
w VSF
ene&oaa1M`v
►� PENTAIR
TDH CALCULATOR
PBG-ASCHERFELD-LOW SPEED
Pool Information
Pod Volume: 1520 Gal
Total Piping Lengths:
Tum Over Time: 6.75 His
Iriietsido: 40 Ft
Simon Lift: 2 Ft
Dlsduuge aide: 86 Ft
Maximum Pipe Velocity Allowed:
Piping Sins:
(.-r.X your local mde)
Inlet Piping: 2445 In
Brsncin Piping: a FUSea
Discharges Piping: 2.u5 In
Mkt Piping: FVSea
Dlachage AloPiping: 0FVBec
Piping Head Lou at 37.3910al/Min:
valves)
(rat nw6Re
pipi g
Inlet Piping: 0.40 Ft
D"uchsrYe Piping: 0.8585 Ft
Fes advanced pools that contain mu0ple
suctions. this program may be
inaccurate. ConsuM a hydraulics engineer This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sins:
Flaw Rate: 37.59 Gi/Mnl
Branch Piping: 2.0 In
Yaw Head Lou: 17.80 Ft
Inlet Piping: 1.5 1n
Maximum Flaw Rate
Chad ergs Piping: 1.5 In
at Maximum RPM: 101.82 G"m
Ensue firs are/n 4rowmax Row nt/np b rat
aXCGedW.
Head Loos at 78,13Ft
Maximum Flow Nell:
System Head
Pressure Curve
0 10 20 M 40 50
Volurwme Flow Rate (GPM)
Selected Components
Components
was Lo..a
New
Caamlb
li.lapvlMln
btltlllCNn'g-e
1
oes
gees
s
eel
Men Oren
MaM n
1
Can xw LNar
1
'42
O.a2
NNaTap
t
ITM
linen Rw.n
4
em
Piping
mien
oNnwge
Heed".4
Mom. dwntly
gwnge
37.693.narin
e2 deyae ¢Yeses 4
11
1.05
T. Thmgh 0
3
0.15
Pumps
New
dwntly
ImmlWlo VaNhN Spell, V9aSVRS,VF,
i
orV$F
.and Era sled"
Page I of
0 PENTAIR
TDH CALCULATOR
PBG-ASCHERFELD-SPA
Pool Information
Flaw Rate: 0 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 30 Ft
Discharge Side: 49 R
Maximum Pipe Velocity Allowed:
Piping Sizes:
loom'" your local apse)
Inlet Piping: 2.445 In
BrnM Piping: 6 FMSea
Discharge Piping: 2,445 In
Inlet Piping: a FMSec
I
Eastern Piping: 8 RSee
Piping Head Loss M 95.ODG*UMin:
(not incudng nXinga orvalvesl
Inlet RPind 2.14 Ft
Discharge Piping: 270 Ft
For adVanced pools that contain mumpfa
suctions, this program may be
inaccurate. Consult a hydraulics engineer This program is for single pump
Symms with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Silas:
Flow Rah: 95.00 Gm/Min
Branch Piping: 301n
Your Head Luce: 19Zr Ft
Inlet Piping 2M In
Maximum Flow Rate
Discharge Piping' 2,0 In
at Maximum RPM: 95,00 S.M.
Ensure the drain aovermex tiowman9 is not
exceeded.
Head Lon at 10.27 Ft
Maximum Flow Rate:
System Head
Pressure Curve
30" WIDE z 8'8' HIGH z 38' DEPTH CLEAR WORENG SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A)r 110.26(2)
AND 11028(3) OF THE 2017 NATIONAL HLBCTRIC CODE
au0ah-cogs)
MIN W 8•
ABpiE POOL DECK
V NEC. APPROED
I• PVC muff ....t:...�
I.
WATER PROOF MORE
THANMUST 20' R MORE 1/2- M
THAN AN FROM POOL 1/z• COMgrz
EDGE AND N07
MIN 6' OF POOL EDGE f6 SOLD COPPER ERE
TO EI MPOtENIK BOND
N.E.C. 2017 SEC. 680.22(3) 18 SOLD COPPER
WIRE TO GROUND
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORE SHALL
CONFORM TO N.E.C. 2017 SEC. 880
Volumetric Flow Rate(GPM) axes
Selected Components
Components
xw Le..a
Maw
0uanaiY
v6nmapNin
r.x5^3 w.y wa.
a
4a0
Ranc
1
Mae
RR
364 inch dum
a
3.re
Piping
him
cari s.
w.eLw.m
Norm
auanub
omeWY
"Arx Min
so dprn Marx
4
is
7M
45 de®xewew
0
p
clip
Tee TNegh
0
5
I'M
Pumps
N.
gu.nNq
21u, El ones, 00. (341can
1
ewes Owned.amaybetM
u'Amil mime.+arvaw, Pwde' 1h,
/
STAH BSSRASSTEEL
(SAME �BODp D1C
ES)
FOR
ANCHOR ARK
/8 MUD COPPER
BOND WARE Win
APPRO0 CLAMPS
18 SOLD COPPER
BOND MM MOH
APPROWED CLAMPS
rIUJGRT
NICHE
I-18 SOLD WRE COPPER
18'MIN-24'MAX Cast. PERM ER BOND
AE MM APPROAD
DINIPS 4• TO 8° BELOW
Y.IB-GRADE 00 TO
ENT=
EOapMEN1 ALL-INGROUND
POOLS
I-13 SOLD BARE COPPER
BOND ERE Will APPRo4E11
DAMPS 0 (4) SIDES a
GINInE FODIS BOND TO
POOL S1EE1
EQUIPOTENTIAL BONDING DI!'`I'?IL
PER FLORIDA RDILDING CODE ADAPfION
OF THE N.R.C. 2017 SEC. 68D.20
Pentair tali uateuiator
0 PENTAIR
TDH CALCULATOR
PBG-ASCHERFELD-SHEER DESCENTS
Pool information
Flaw Rate: 90.49 GPM
Total Piping Lengths:
Suction LiR: 2 R
Inlet Sift: 38 Ft
01whage Side: 58 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
ioonwlt your lard mole)
Inlet Piping: 2.05 In
Branch Ppirg: 6 RiSee
Dbtltwge Piping; 2.445 In
Inlet Piling: 8 Fv9ea
Discharge Filing: a FUSec
Piping Head Loss at 90.49GaVMin:
I. inwdmfl 6Xin9s or valvesi
Inlet Piping: 1.95 Ft
Discharger Piong, 2.88 Ft
For advancedpoofs that contain multiple
suctions. all program may be
inaccurate. Consulta hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flaw Rate: WAR GaVMh
Breach Piping; 3.0 1n
yearHeed Lass: 31 R
inlet Piping'. 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 80.48 GaNMin
Ensure the amin orwer.aaw meng lariat
exceeded.
Head Lass at 37.90 Ft
Minimum Flow Rate:
System Head
Pressure Curve
0 25 50 75 ten 125
Volumetric Flaw Rate (GPM)
Selected Components
Components
Ha a Lou m
in Ne
Quenon,
9a.4 elfin
Tr2.5.3vry yaw
2
3.11
Main Dren
1
1 Ad
11nM R.
1
2i 94
Piping
Mum
pl.ciwae
Heed Lo..m
Mane
dwntly
ausnab
aOAfG.YMnn
C5deae.�
o
o
a.omo
Teelhmwh
0
3
on
Pumps
New
duawry
2WE+. angle a➢¢Wf348@b)
t
nphl
Page 1 of 2
6/9/201
n
TriCSE PL.;NS AND ALL wtROPOSED'r"JO�,K
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED 3Y FIELD INSPECTORS
THAT
�AAY B!; NECES!�.�LRY !N t�RCE^
TO
COJJPLY ;VY IH a L AiP1XICAft' ,
c OD Se
ENGINEER: GREGORY ARIAS
PRGFESSIONALENGMER PE-73071
- 10199 Southern Blvd. 0211282
Royalpalm Beach, FL 3
- - (303)879-0541 -
DESIGNED FOR: o
t-e "tee.
POOLS BY GREG �� v /rP
ASCHERFELD RESIDENCE ***ELECTRICrllx-[(c-UDED***
9319 SCARBROUGH CT
rReenxuar
PORT sT LUCIE, FL STEVE HORST 3
DRAFTING &
DESIGN SERVICES
(772)201.7846 horsLsteve@yahoo.com 3
A
A
A
a
A
A