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POOL SPECS
SPA SPECS
EQUIPMENT
Cuisto'ner Name: MR HAMNAR
S177E 30P' X 14' 3'
SQF n 337
SIZE; 6' CIRCULAR
SQFT: 29
POOL PUMP: JANDY FLOPRQ 1 1.2 HP 2 SPEED
2ND PUMP: DANDY 2 HP
DECK TYPE: PAVERS SET IN SAND
ELEVATION: TED
Address: 61 AQUA RA CRIVE
DC-PT}I i X'
PERIMETER: 31'S
DEPTH I
PFkZtA1TER. 7.9' 11"
TOTAL DECK S `FF G34
4
PERIP1E7hR v6'
0 'f
City: )EN�EN BEACH
E[�rRAnoN: CARTRIDGE
FIT slzE cLa zoo
EST TOTAL GALLONS:_81kR
SKIMMERS:I
FSTTOTAL CATIONS: 354
SPILLIAY. 36"
RAISED REAM'
LIP STYLE SQUARE
State/III?: FL 34U57
HEATER: AQUN_'A.L 1121A:OBTU HEAT PUMP
INLINE: DIGITAL NANO
RET7)RNS '
RJTEFICR MATERIAL: FLORIDA GEM
RAISED HEIGHT: 12'
JETS: 6
MATERIAL I PAVERS
MATERIAL 2.
Phone:
SPECIAL
TILL 6' X 6'
RFZURNS 2
TILE. 6' X E'
TIMER TIME CLOCK
GAS
_
Cell:
-r
SPECIAL:
NOTES
IN ERE'R MATERIAL: FLORIDA GEM
SPECIAL:
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NOTES:
Email:
SPECIAL:
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Alternate Contact:
NOTES:
NOTES:
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4))71
534 SE Lincoln Ave.
Stuart FL 34994
PH: (772) 419-6151
FAX: (772) 419-5101
LIC# RP-252556006
bli REMOVE WATE k BRICK 1t" PER FT MIN SLOPE
WELL POW RA FROM MAIM COPING
ORNN a ATTACH AUX. PUMP
ENE WHEN EIPnwIG POOL ::11•: P: •. .'
6"x6" TILE : K ..L. F ,n ;•(,.+: i �Y
�4T
—Pool construction comglies with FBC 2014 ANSI-7, ANSI-15 GRATE SECURIN BRICK PAVER PATIO APEX PAVERS &POOLS
BE SECURED IN INTERIOR -_.-': ••
—Water Velocity —Max 8ft/sec as Rer FBC 2014—R4501 PLACE So FINISH
—Pool arrier to comply with FBC 2014—R4501 ARE THAT
TOOLS
46' TIP. WALL-3,DDO PSI GUN E
RED
—Skimmers co with FBC 2014—R4501.21.1 FOR REMOVAL STEEL-TEX FORM
4 : OR KRAFt WALL 834 SE LINCOLN AVE, STUART FL
—Water Heating equipment to comply with FBC 2014—R4501 TRENCH DRAIN �000PSI j3 0 12" O.C.IB.w. D //� !
NOTE: FOR DEPTHS �` H 772-419-5151 FAX 772-419=5101
TREADED ,;i ` r GREATER THAN 6' ADD
PLUG Milli COVE BAR orO.C.
GRAVEL HE — UMF RP-252555006
TO P._�
TYP. (PALL SECTION & WELL POINT
(NO SCALD
BRICK COPING
DECK 1 ROM OF WATERLINE TILE
WHEN PROVIDEPRESSURE GAUGES INSTALLED ON D s°xe" TILE HEATERCHIORWAMR FILTER
SHALL BE AT 20° MAX FILTER PUMP FOR FINAL INSPECTION 6'x6' TILE "t;'' Z012'
E
BELOW THE WATERLINE AND y.; r•:. PAVER PATIO 3r-Orr
VISUALLY SET APART SPA BENCH Ia'
PS PUMP W/ MR 3 WAX' " LIGHT
ami
FROM POOL BELOW WATER LINE r,, ` ,:" `: A POD S LINT SIMMER PUMP wi S�R/AMR &NER —� I 3STEELE.W. S -O NOT
At"TGRATE SHALL ., �; ••xn LIVE_ FLOOR i1
BE SECURED IN •' :.".',:' °'"° : ' �.. 8' THICK ORFAT�
PLACE SO {: i '(!,Ad "•�: ••''i HEAiTR FLOOR SLOPES THAN 11
1e" `, �+..''••• '' 4Y° IYP. WALL-3,W0 PSI GUNIIE-FASS
THAT TOOLS n ms . ILF aw,
o ARE REQUIRED `:f ';' �4:^tire' 500
N B' TYP. . , ., . ^nA L COMPS WITH MUD Se.1
Vacuum On Hg) X 1.13 Pressure (PSI) X 2.31 FOR REMOVAL FLOOR ^•;71• •'�'i�Y,;:>.. STEEL-TEX FORM THFU 5,6..3
nIF SLOPE aF 1NFmW
Feet Of Head Feet Of Hood , '••s.' •• •: •{•' •; • . OR KRAFT WALL O91pM F swTm No
It .(.
S H1SP
TRENCH DRAIN}3 0 12' O.C.B.W. 9COL A 5.0.1• CI
Tawurs 1NF 6.4P vx� xHw,
Nm Exam 1 ma ix) FOOT
Vacuum Head + Pressure Head
= Total Dynamic Head GRAVEL B
TQ PUMP 30r-1"
SWIMOUSPA WALL SECTION
(NO SCALE)) (NU SCALD
PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALD
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer CIRCULATION
1. Calculate Pool Volume ft=_x 7.4B(gal/Ft) = __ ----Zjal PUMP
HYDRO -STATIC ED I VENT LINE NOT TO BE SING F CHANN w mFr CMP 25506-32X VGB Surface Area (Average De Depth) DEVICE INSTALLED IN FURTHER THAN 40 FT --�--°• °y-�•-• ( ) ( g p ) (Volume in gallons)
ARRAS THAT EXCEED 1' FROM POOL 25' MAX PER FRCA.S ix, COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: 8,766 gal / 285 _32 _+XXX - XXX
WATER TABLE IN SHELL WET LENGTH mMPUExrJy(jo7.2.1 DF THE - (Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
2014 FLORIN BUILDING CODE - Determine Pipe $IZe9:
TO "I ; s:;. TO FILTER Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
PUMP USTED TO ASMEMANSI AT1219x Return Piping to be 2 inch to keep velocity 0 8 fps max. at 82_ m Maximum System Flaw Rate.
TRENCH DRAIN Y'h :,.{ PUMP
32" CHANNEL P 9 P tY p tip y
TO AIR (.i:• •:„ 1',+' TO NR rr Main Drain Cover(_ —._SEE ABOVE ___) System Flow Rate must not exceed approved cover flow rate.
., DRAIN 32' CHANNEL DRAIN AND SUMP 2 POOL (Make and Model) See Engineering Page for Drain Configuration
VENT F;• ;.'i A 'v +
•.::..� ; ' .. „ F,.:(r* • VENT 25506-320-000
' s:.:
" }•v'r�r :f • +i^ A? *THREE y�: *THREE Y SOCKET x 2.5" SPIGOT PORTS 2i.5" SPA
1.5 VE T a GRAM am M1:.mot. r,7 +. )-.2 A *DEBRIS GUARD INCLUDED Pump Model JANDY FLOPRO 2SP H.P. 1.5
LI +:: ';i' ,.•.., +'1 •, • .x '• *38.79in? OPEN AREA TaWH.P.=H.P,xWervicehdOr.1Hp.artwrenwOhe2speedavergGa
2" POOL ° : rf'' 'r"' •'I" *ANPO LISTED FLOW RATES opow
2.5" SPA — *WHITE PVC BODY Filter Make DANDY CS She 200
"COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP l min. area based on Bhr. turnover flaw rate pool gal.1360 min. = Flaw ROW
Divide G.P.M. by Cartridge w .STS or Send =15 at D.E. = 2
MAIN ORNN The maximum flow rating for this auction fitting with the center port plugged and outer ports Time Controller make�A Model - - - - - - -
open is 300 GPM (floor) and 212 GPM (wall) when using 2,5" plumbing and 288 GPM (floor) Gadrds must DIEM a minimum of two speeds.
and 192 GPM *110 when using 2" plumbing. The maximum flaw roll for this auction
POOL DETAIL SPA DETAIL he hi har edaem o a ea hs wh never isl
CN13 SCALE) (�SCAL� Ruing with the outer parts plugged and the center pod open is 200 GPM when
us and Isis GPM
(walk when using 2.5' plumMng and 184 GPM (Nog) and 176 GPM (wall)Wfien using 2' plumbing.
OUTSIDE ANGLE OF REPOSE .Iaadv Flepm Sense Pump*
fi' AND FURTHER - 4' THICK WALLS W/17 REBAR 11112' O.C. EACH WAY POOL PATIO gym; rlpw , te,Taltmd t6 trlW,y POOL
3' TO 6' - 9' THICK WN.S W/13 REBAR 012' O.C. EACH WAY
WATER LEVEL ;'•y' 'f i.;,�,.;:•' • •i, :•••• cic:srYl:te.d
i eti�s
O TO
3 - 8' THICK WIUS WI REBAR 012" O.C. EACH MAY
�:..+e,• : ` 4'?.:. .''• •' "
9 ft.
<«..
=
1„�:,.: 12 VAG FROM
6 R•
�•;,.,., POWER SUPPLY
z
UNDERWATER
LIGHT1"
�•i i�
PVC
• • •
CONDUCT
3
3 3
POOL FINISH
a'
: io : aD :
•,Y 1
�:
f.- •:% SCHEDULE 40 PVC SLEEVE
�ocd�'
`
ND BONDING
F
^.*'•;y OR GROUND
OR
: IXCAVATION INTO THE ANGLE OF REPOSE IS ALLOwPBIF PROVIDED.
�-
• SHORING IS INSTAUID AT EXCAVATION AND SHOFING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
O UNDERMINING OCCURS 0RENGAE�FANY D
CTITEST FE &C��TERIALPIED
NICHLESS UNDERWATER
LIGHT DETAIL
PRIOR TO THE POUMNG OF THE PATIO
`WO SCALE)
Pipe Size
6 fps
steps
1'
16 gpm
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 agm 0,14'
2'
62 gpm 0.06'
2 gpm 01
2.5'
88 gpm 0.05'
117 tip A9'
3'
136 gpm 0,04'
181 Open 0,07'
4'
234 gpm 1,13'
313 gpm 0.05,
6'
534 gpm 0.02'
712 gpm 0.03'
Determine Pipe Sites: JETS ONLY
Trunk Piping to be �•5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be_ 2.5 inch to keep velocity 0 8 fps max. ot_ 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 JANDY FLOPRO H.P. 2
ToW H.P.=H.P.x service Wall 1H.p, a move must be 2 speed or enable speed
Filter Make N/A She ---
Beer min. area based on Elm her over Mow roe pool gel, 13M0 min. = Flow Re e
Divide G.P.M. by Cartridge = .375 or Bend =15 or DE. = 2
Time Controller make N/A Model ------
: Gadrde must OPaOe a minimum of 1wn speeds.
HIGH 7¢ red '':..'axo",w ;. ,X,"CiP" The NO* speed Middle is not to exceed one nomlO 0124hm whcrinnerisless
Jsnd,. PToero S.mi Prmlrxw
fA�xHaradlrNfl SPA JETS
Ya1s S�.wnr veN tiwaax:h+�aaal.c •+a)
MISC. NOTES
s
1. ALL STEPS AND SWIMOUT BENCH EDGES
W31 HAVE 2x6 WILE BORDER OF OPPOSITE :o
COLOR OF GOO FINISH FOR VISIBIUTY
2. HANDHHOUD TO BE INSTALLED ARE WHERE
DECK RAISED +Ir ABODE POOL
to- MIN
4.
° •'.' STEP DETNLS
1. TREAD IS MIN OF 10' WIDE.
2. RISER NOT GREATER THIN 12" EXCEPT IF 4'
MORE THAN (3) TRENDS ARE USED
3. AL STEPS TO BE SOLID GUNIIE 3DD0 P.S.I. x,
STD
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Pipe Size
6 fps
Ofps
1'
16 Upm
0.14'
21 gpm
0.23'
1.5,
37 gpm
0,08'
5C gpm
0,14'
2'
62 gpm
0.06'
82 m
0.10,
2,5'
88 gpm
0.05,
17 gpm
0.09
3'
136 gpm 0.04'
181 g
, 7'
4'
234 gpm
0,03'
313 gpm
0.05'
6'
534 gpm
0.02'
712 gpm
0.03'
ENGINEER: GREGORY ARIAS
PROFESSIONALENOR EMPE-73071
1211556dift N
Wert Pallas Beget 133A.1
DESIGNED FOR: (305)97 1
APEX PAVERS & POOL S I t
1,
HAMMERRESIDENCE
'ELECTRIC- NOT-INCLW)ED***
61 AQUA RA DRIVE�iY- - sir;
JENSENBEACRI FL STEYE
(772)7A1.7846 h9rNLNkvl�oyah9o.cDm {V