HomeMy WebLinkAboutPOOL SPECIFICATIONS40'-01,
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POOL SPECIFICATIONS
MAX. WIDTH 152"
MAX. LENGTH 30'
PERIMETER 79'
AREA 402 sq.ft.
MIN. DEPTH 3'6"
MAX DEPTH 6'0"
ACCESS N/A
ELEV. TOB T.B.D.
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6
STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (115'
LADDER N/A
HANDRAIL NO
GRAB RAIL NO
FILTER PENTAIR C&C
TIMECLOCK N/A
CIRC. PUMP PENTAIR SUPERFLO VS
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 VAC. LINE STUBOUT
SKIMMER (1)TILED
CHLORINATOR INTELLICHLOR IC-30
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (2)12" SHEER DESCENT
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE N/A
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
DELUXE CLEANING KIT YES
PATIO CONC. &SPRAY DECK SQ FT 758
TERMITE YES DONE BY BUGMAN
EXISTING PATIO NO SQ FT N/A
DECK DRAIN 6' PLANTERS NO
APPROX. GALLONS 14,200 G.P.M. --
TURNOVER HR. MIN,
SCREEN ENCLOSURE NO FOOTERS NO
CHILD BARRIER ALUMINUM FENCE TO CODE
BY OWNER
ST. LUCIE COUN
BUILDING DIVIS
FOR COM REVIEW IA E
SCANNED
REVIEW D Y
BY
DATE
St. � ude Coijo,
PLANS AND PE
MIT
MUST BE KEPT O
JOB OR
NO INSPECTION WIL
BE MADE
CONCEALED FASTENED OR ATTACHMEMTS HORIZON POOLS
ARE THE RESPONSIBUTY OF THE LONG RESIDENCE
CONTRACTOR OF RECORD 3075 JOHNSON RD
ST LUCIE COUNTY, FL
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORR@CTIONS ENGINEER: GREGORY ARIAS
PROFESSIONALPIGINEER PE-7307I
REQUIRED BYFIEWINSP:0T011STi'AT ozwso BIvd#211282
UAY HE NECESSARY IN ORDER TO Royal m Beach, FL 33421
(305) 9A54I
COf�iPLYYs'ITl3ALL&��LI4w� COPS.
- O7-3t-aor�
**"ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
a' N VARED BY: SHEET;
�y
R n P Y STEVE HORST X
DRAFTING & DESIGN SERVICES(772)201.7846 horst.steve@yahoo.com
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I'141E•, REMOVE GRATE & Y.' PER FT.. MIN SLOPE '
WELL PONT PLUG FROM MAN aVERPOVR TRUE
& ATTACH AUX. PUMP
UNE WMBL EMPIWNG POOL WIgAr /FPIIC(BlErVC
6X6" TILE —GRATE SHALL 4"SLAB-Pool construction complies with FBC 2017, ANSI-7. ANSI-15 BE SECURED IN ALTER OR2500FIBER MIX -Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3 THAUOOOLSFINISHIP. WA PSI GUNffE
-Pool Barrier to comply with Section R4501.17-6th edition FBC ARE STEEL-TE FORM
-Skimmers comma with FBC 2017-R4501.21.2 OR KRAFT WALL
6" TYP. FLOOR
-Soil bearing capacity assumed 2,000psi @95% compaction TRENCH DRAIN 3,000 PSI 13 0 12' O.C.B.W.
-Equipment Foundation 3 x7 conc. slab min 3.5 thick pour in place DUNOF (; NOTE: FOR DEPTHS
TREADED GREATER THAN 6' ADD
PLUG (1)/3 COVE BAR 06" O.C. •
GRAVEL BEDIN&30F TO PUMP —
TYP. WALL SECTION & WELL POINT
(NO SCALD .
DECK 1 ROW OF WATEFBIHE TILE
WHEN PROVIIDED PRESSURE GAUGES INSTALLED ON FILTER
SHALL
oCB1E, AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR
WATERLINE
BELO THEHE C� PUMPW/HAIR & 8'-0" Lim
WATERLINE sN R STRAINER -
�I.
P�` REIURNS LEVEL FLOOR �1 1 I3 STEEL 0 12' O/C E.W. SLIDE
6' THICK GBFdff6 • -
FLOOR SLOPES 1Fwl 11 .
is' FUNDIR SLOPE SNA11 OF
C sK\WMER R6LsaNraLra1wxY wiles 5/arxLtt rARTA 5
N L81
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 THM1 5.63 of SLOPE OF THE FLOOR
Feet Of Head feet Of Head nw slwnw tND wAu
TOWARDS THE aTP AMA sx"u
C DRNN _,•�R 1p NOT a= t FOOT IN i root
PDD 3"x32 Cam"'"
Vacuum Head + Pressure Head CwsNE OWN 10'-0" 1T-8" 2'-6" '
= Total Dynamic Head
301-0"
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
48 COPPER •
TO GRID CUSTOM MOLDED PRODUCTS INC.
HYDRO —STATIC RELIEF SINGLE CBAITBEL DUI. outLEr CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN -
AREAS THAT EXCEED V HORIZONTAL INSTALL
r;
WATER TABLE IN SHELL COMPLIANT WIM ---- -------------------------
2017 FLORIDA BUILDING CODE ---- ------------------------_
aSiEO TO ASME/ANSI A112 19 B
Pipe Size 6 fps SFps
48 COPPER '
To GRID 32 CHANNEL DRAIN �D SUMP T
1' 16 gpm 0.14' 21 -gpm 0.23'
VERTICAL- INSTALL *THREE 2" SOCKET x 2.5" SPIGOT PORTS 1.5' 37 gpm 0.08' 50 0.14'
To cewF1 BED *DEBRIS GUARD INCLUDED _ -
PoolBond PB-2008 *38.79in2 OPEN AREA 2' 62 gpm 0.06' 82 gpm 0,10' -
*IAMPO USTED FLOW RATES
2" Install in Plumbing T at least 3" Below *WHITE PVC BODY 2.5' 88 m 0.05' 117 m 0.09' • -
Water level in Return Piping.instoll *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP gp 9P
in sprinkler box for easy access 3- 136 gpm 0.04, 181 gpm 0,07'
The maximum flow rating for this suction fming with the center port plugged and outer ports
MAIN DRAIN open is 308 GPM (floor) and 212 GPM (will) when using 2.5' plumbing and 268 GPM (floor) 4' 234 gpm 0,03' 313 gpm 0,05' -
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
POOL DETAIL WATER BOND DETAILS FOR fd6rg with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM 6' 534 gpm 0,02' 712 gpm 0.03'
(NO SCALE) NICHLESS LIGHT SYSTEM (wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
OUTSIDE ANGLE OF REPOSE POOL PATIO °
W AND FARTHER — e THICK WALLS W//3 REBAR III D.C. EACH WAY . s . , Determine System Flow Rate: Minimum Flow Rote Required: 35 gpm per skimmer
3- TO 6' — 6- THICK WALLS W/13 HEW 012- D.C. EACH WAY ATER LEVEL . <� i'', .:: � : ` .'• .: • `, T);,� .+';.
0' To 3' — 87 THICK WALLS W/j3 RON 012- D.C. EACH WAY .� • ,i:.;.;; :;.':; 1. Calculate Pool Volume: XXX _ft XXX_x 7.48(gal/Ft) _ _ XXX gal ,
y(Surface Area) (Average Depth) (Volume in gallons)
9 ft.= 2. Determine Flow Rate: _ XXX gal / XXX =_XXX + XXX = XXX
FROM (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) -
g POWER Determine Pipe Sizes: f° -
g 1' SUPPLY Trunk Piping to be 2 inch to keep velocity® 8 fps max. at-12—gpm Maximum System Flow Rate. •
�3 ft. Z ,' CONDIGHTUIT
Return Piping to be 2_inch to keep velocity ®8 fps max. of 82
CONDUfT P 9 P tY P —gpm Maximum System Flow Rate.
Main Drain Cover(__ SEE ABOVj__) System Flow Rate must not exceed approved cover flow rate.
J j J '+ • • (Make and Model) See Engineering Page for Drain Configuration
3 3 3 UNDERW r'• LIGHT NICHE
NICHE ENCASED LIGHT
APPROVED
�O ;� '. GROUND CLAMP
IN GUNRE
O�� i, < CONTINUOUS BOND WIRE Pump Model PENTAIR SUPERFLO VS H.P. 1.5 a -
4 EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: POOL FINISH COMMON TO POOL STEEL,
'�V • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE RAILS & EQUIPMENT Total H.P: H.Pxservkefedor. l H,p. a am must be 2 sped orvadeNe speed
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT Filter Make PENTAIR C&C Size 100
i m:Y • NO UNDERMINING OCCURS FHE OR ENGINEERMATERIAL
APPROVED IF ANY DOES UNDERWATER LIGHT DETAIL Rher ldn. area based on Ow. tumomflow rate pool gal. /38D min. =Flow Rate
* COMPACTION TEST OF THE BACKFlLLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO (NO SCALD
DNide G.P.M. by Cartridge =.375aSand =15aD,E=2
TimeCoMrollermake ON PUMP Model - - - - - - -
ww
Collhdsmust operate aMnNnumdMospaeds. • -
RAISED CONCR I The hi herspeed override, is rot to emeed one normal cycle or24 hrs whlchsva is loss
EXPOSED &TOPPED RETURN TO POOL -
MISC. NOTES THREE-WAY
L ALL STEPS AND sMMOUT BENCH EDGES WATER TO SHEER VALVE
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY DESCENT
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
ENGRVEBR:-GgE¢f)RY ARIAS ..
10' MIN d PROFESSI,ONhLPNGTNIERPE73071
,:.. IO2*�P3
" N'
.: 9:a;-:;:..::.._ d Ro1
< •::::::.... DESIGNED FOR:
::.cm :<:::::::::::::::... _
FILTER �-
. EXISDNG
im
------- --------------------- QR ,' TD 4' HORIZON POOLS ,' A.STEP DETAILS SLQPE
♦ 1. TREAD 6 LAN OF 10' W�
LONG RESIDENCE **-ELECTRIC NOT 1GLaDE°"
2. RISER NOT GREATER MAN 12' EXCEPT IF 1 5 EBAR POOL PERIMETER � •
MORE THAN (3) TREADS ARE USED _ 3 EBAR
3. ALL STEPS TO BE SOUD OUNCE 3000 P.S.I. SUCTION FROM POOL — 3075 JOHNSON RD PREPARBI76Y SHEBT:
STEVE HORST 3 /
STEPS RAISED AREA ELEV. & GRADE TYPICAL SHEER DESCENT DETAIL ST LUCIE COUNTY, FL DRAFTING &
CNa SCALD (NO SCALE) (ND SCALD — DESIGN SERVICES
M2)201.7846 horetsteve@yahomm
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PENTAIR
TDH CALCULATOR
Pool Information HORIZON -LONG -HIGHSPEED
Flow Rate: 76.48 GPM Total Piping Lengths:
Suction Litt: 2 Ft Inlet Side: 34 Ft
Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.052 In
Branch Piping: 6 Ft/See Discharge Piping: 2.052 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 Ft/See Piping Head Loss at 76.48 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 3.00 Ft
Discharge Piping: 6.71 Pt
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 76AS Gal/Mm Branch Piping: 2.5 In
Your Head Loss: 45.52 Ft Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping: 2.0 in
at Maximum RPM: 78.48 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 46.52 Ft
System Head Pressure Curve
so
60
40
20
SuperFlo VS - 3450 rpm
Olean system
Desired Operation Point
0
O 25 50 75 100
Volumetric Flow Rate GPM
Selected Components
Components
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PENTAIR
TDH CALCULATOR
Pool Information HORIZON -LONG -LOW SPEED
Pool Volume: 14200 Gal
Total Piping Lengths:
Turn Over Time: 7.25 Mrs
Inlet Side- 34 Ft
Suction Lift: 2 Ft
Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(oonsuh your local code)
Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec
Discharge Piping: 2.052 In
Inlet Piping: B FVSec
8
Discharge Piping: FVSec
Piping Head Loss at 32.64 Gal/Min:
(net ineuding ntnngs or valves)
Inlet Piping: 0.62 Ft
Discharge Piping: 1.39 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
32.64 Ga11Min
Branch Piping:
1.6 In
Your Head Loss:
10.07 Ft
Inlet Piping:
1.5 In
Maximum Flow Rate
Discharge Piping:
1.5 In
at Maximum RPM:
76.48 GaIIMin
Ensure the drain cover max flow rating /s not
exceeded.
Head Lose at
Maximum Fl. Rate:
45.52 Ft
System Head Pressure Curve
15
'6 10
2 5
O
O 10 20
Volumetric Flow Rate
Selected Components
S—Flo VS- 1Son rpm
Gillen systarn
Desired operation Point
40 50
Components
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beeaamic-a i ,
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