HomeMy WebLinkAboutPOOL PLANSO
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TYPICAL SECTION THRU POOL
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SCALE
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SLOPE v." FOOT
MT[: REMOVE GRATE AND WELL
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POINT PLUG FROM PAIN DRAIN AND
A" TILE —1
ROAD MESH
ATTACH AUX. PUNT LINE WHO
EMITTING POOL
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GRATE SMALL K SECURED IN
PLACE SO THAT TOOLS ME
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{•• 1R. WALLS
REQUIRED FOR REMOVAL.
WHITE MARBLE /' l
PILASTER FINISH. (
F011 POOLS DYER e'0"
OSTATIC RELIEF {"'
THREADED PLUG '
DEEP ADD 13 COVE
BARS Qlr' C/C AS SHOWN.
WHEN REQ'D.
61, TR. FLOOR
STEELTEII FORM
IN" WELLPOINT A P •
�If %O TO PUMP
PERFORATED P.V.O. PIPE
by " N" MOCK
TYPICAL WALL SECTION i WELL POINT
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SO ELECTRICAL PANEL TRANSFORMER
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SPSi TOGFL SWITCH I / —MI DISCOIMI[Cf
JUNCTION BOX SW IN RREWT
BCo.
J III IN R' P S C SCAR e0 XI IMPACT
IN POOL AREA GROUND ALL BOXES,
UGX1 LIGHT, MOTOR, ETC W/Ill WINE.(SOA IV)
LIGHT FIXTURE DOES NOT AEG.
GROUND FAULT IIM. AUTOMATI
ELECTRICAL DIAGRAM
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M RELEASE OM DAM
MMi ALL PM PIPING SCHEMATIC
Iipime P.W.C. M sate
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POOL SPECIFICATIONS
SIZE I I8IN 30 DEPTH TO
VOLUMEI GAL PERIMETER ! c`I LF
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AREA HO_ S.F.
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PILING REO'0. YES kJ NO
POOL FINISH WHITE MARBLE PLASIER
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PIPING PVC KNINLETS .K
'IETS LI '� I �..
DECKS 75 �r S-I PLC C-r, .�..,.
ELECTRIC ALL EIFCTRICAI WORV BY OTHERS
EXCAVATION DISPOSAL .,_.-.�.
POOL LIGHT _ I VOLT. 300 WArr - REG D
LA90tk -��i -. �• -'' I HANDRAIL
DIVING BOARD FT.
PUMP -�_- H.P. STA-RITE
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FITTER f' �' �^ � I��- —
WASTE DISPOSAL MANUAL CLEAN TO GROUND
HEATER r'-Ov, 1, 000 BTU INPUT
HYDRO -THERAPY V\ 0' `
AUTOMATIC CLORINATOR
GENERAL NOTES
1. All concrete &hall conform to ACI 318-77, Concrate shall hive a min. compressive
strength of 3,000 PSI for pneumaticly platen concrete )gunha) and 2,500 PSI for
poured concrete.
2. The site should have undisturbed send W saw and rote with a minbearing value of
2,500 PSF M conditions other than this uos-. this engineer shall be notified before
proceeding with work,
3. All mnforcing steel shall be intermeduh grade deformed bars of new billet
steel conforming to A,S T.M. A-15 Steal Aall be bent, lapped, and placed in
accordance with A.C.I. standards and specAcatiuns.
4. AN pool piping shal Mar the N.S.F. seat o' spproval.
5. Grate in main drain shall hen a free area of 4 tunes the area of the suction Imo
B. Water supply and disposal shall be so arranged that then Is no cross conOeThon
with a domestic water supply or water disposal system.
JURISDICTION-
- ENGINEER'S SEAL --
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LEGAL DISC.
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SCANNED I o I Y. Lt.
BY pleac_e Fl.
St. Lucie County
)ATE REVISIONS
)RAWN � CL AD U.S. 7 PT. ST WOE
=HECKED _ 335-5300 878-0095
JOB NO. R_