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PROVIDE GAS OR OIL FIRED POOLISPA HEATER TO CONFORM TO 05 POOL BARRIER C 3ARRIER DETAIL
_ LAWN OR PLANTING
FILTER SEC. 506.3 OF THE N.Y.S. ENERGY CONSERVATION CODE, 5-02 SCALE.
1' MIN. 2' MAX. / HEAVY DUTY FRAME & GRATE SOLID COVER EDITION. HEATER SHALL BE EQUIPPED WITH CONTROLS AS SET 8' O.C o.c y
HEAVY DUTY REINFORCED CONC. PUMP FORTH IN SEC. 504.3.1 THRU 50433 GALVINIZED POST WIFINIAL SET IN
HEATER (OPTIONAL) - - ------t; Z-6• DEEP
12"COVER MIN. J 4' SDR PIPE CONNECTION WASTE j CONCRETE FOOTING
FROM CATCH BASIN TO DOME
CHLORINE GENERATOR SKIMMER - - CHAIN-LINK MESH TO
UNDISTURBED NATIVE MATERIAL - ® . d ® 0 ® COMPACTED POROUS FILL BACKFILL - 36' MIN
RETURN JET 4' EXTEND ABOVE TOP RAIL
MESH SIZE NOT TO
EXCEED 1.75' S0. INCH
z - 3' MIN. ®a TMIN. -a'-,
z ® ® ® ® ® PRECAST CONC. DRAINAGE
_L---- - - - -
o RINGS REINFORCED WITH 6X6 WWF TDR SCH40PVC, TYP. iii _m mil _ il=W==!!!=!II ! FINISHED GRADE
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FILTER FABRIC LINING FULL DEPTH AROUND ENTIRE DRAINAGE STRUCTURE 3' _ - GALVINIZED POST WIFINIAL SET IN
AFFUCTAGSTATING TATING
DRAIN' $ Z-61 DEEP
'MAIN DRAIN' CONCRETE FOOTING
L 4 COMPACTED SUBGRADE
REMOVE ALL CLAY ENCOUNTERED DURING EXCAVATION.
PROVIDE 6" MIN. PENETRATION OF RATEABLE SOIL
w O 17.4 17.4
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? °z O1 DRYWELL 80 GPM PUMP X5MINS=400GAL, BACKWASH X4=1,600 GAL.
=o SCALE: 714-+'a CAPACITY (REQUIRED) DUAL MAIN GRAINS WITH ANTI ENTRAPMENT COVERS / L Y SEPARATION ro FRAME FRAME
10' DIA. RING PROVIDES 513.59 GALLON PER LINEAR FT. DEPTH BETWEEN J O DECK DECK
CAPACITY PROVIDED: (1) MY DUL X 4' DEPTH= 2,054 GAL MAIN DRAIN I -
- B -
03 POOL WATER TREATMENT
SCALE: 32.4 32.4
40'
7.8
1 STORY CONC. w
REBARSCHEDULE o I STORY FRAME HOUSI ME HOUSE I I G
# GARAGE
DEPTH < 5 > 5' LTI GARAGE I
I
I 11-0' WALL HORIZ. IT O.C. 17O.C. ~ I I I G ro
22.
2,a0 x3x7%y x3x7%`DANISHBRICK BLUESTONE zz I
IN HERRINGBONE F IERRINGBONE PAT. WIMORTAR COPING WALLVERT. 17 O.C. 6" O.C. z lf~j CONC.
18X40 JOINTS ON MORTA NTS ON MORTAR SETTING BED FLOOR 12' O.C. BOTH WAYS z 0> :E O
POOL 18• A
- TYP. UPPER & LOWER 117 EXPANSION JOINT WITH D ~ TEL 11ON SSP
POURED CONC. SLAB; D CONC. SLAB 3500 PSI REINF. / EPOXY CAULK AT SURFACE a p AS PC ODE ~-r oa
WITH #10 WELD WITH #10 WELDED WIRE MESH D (SEE OTES)
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6" RCA BASE 1"OVERHANG (TYP.)
I
I 2' O r `
PEMDROOKE C
(2) MAIN DRAINS W HYDROSTATIC /J • 2013 LANDSC.
i i% mere em
Size (ft.) A B C D E F G Area Cap. RELIEF APPLY STD. this ,,t sE rs ReidEn<
Sq. Ft. Gal. INDUSTRY LAYOUT WI MIN. T SEPARAITION #3 STIRRUPS (tit G 18X40 N STIRRUPS @ 17 O.C. PROVIDE GUNITE i z
POOL 20X40 18 40 8 19.7 7.83 3.66 8 720 31,482 TYP. SKIMMER OPENING NOTED 4' HAUNCH TO REC IAUNCH TO RECEIVE POOL DECK WATER LEVEL - POOL 2R. 2013 rnee~ whole or N port
TYP. MARBLE DUST FINISH other Ponies otth I spznfic rvriNen
r~5 I fteprotluc6on~s/~
(2) MAIN DRAINS W/ HYDROSTATIC
r RELIEF APPLY STD. PROVIDE KS 17 01 ALONG i % #3 BARS 17 O.C HORIZONTALLY AND #3 PROVaIDE IDE #4'ofS HFAI l HORIZONTAL BARS 6' O.C VERTICALLY AT DEPTHS GREATER THAN 5' -
F . ' anric of • ~1?
G INUU5I KT LAYVUI riI MIN. 4btrFM IUVrv
t. f3ACKFILL MATERIAL TO BE WELL DRAINED WITH NO ORGANIC CONTENT ~ PINE P.O Box 9S
I Ccoi-z East QuoW
U rn (631) 909-:
(631) 909- V bill@peml
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04 POOL WALL DETAIL rn_
Suez: irrow ~t
KON
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POOL EQUIPMENT SENT REE
I 57065 F
I
02 POOL PLAN & SECTION I Greenpc ~ y
SCALE: 3116`-1'-0' I SCTMIF
ACK
dw 15 socank lbe deecfivafimsoW, deadiva6mswWo) shaB6elocated atkist 4mc8s(1372m) abovetethrehaldof8ae door, or 1 4p'FRONT NN SETBACK g DRAWIIs
1. hretallpool in accordance with local ondiomce, approved site plmand Residential Code of New Yoh State Pm 14 Appendix G-SwmmingPmin, Span and Not Tube (2010). c.Othermemeofprofecfioa,such mself rofectioa, such m self-closing dome with self-latching devices, wh¢hem approved by the governing body, shall he acceptable so longm the degree of protection afforded 6 not less than the L - - -
protection edarded by Items 4.a m 4.b des F Items 4.a or 4.b described shove.
2.Locatepatia,poodpmlequipmentaod fmcmgaaapecifiedonappuved Plotplao- IneNRdlpmdaLlsinshidconfo® ewithmamfaetadsimhuefima. ARwamiuglabelatobepe®aoentlyaTia d.
5. Install all suction fittings in accordance ittioga an a secrabo saw&NmYak Rmdmhd Cc&AppeaftG, "Sw®iagAsels, Spm and Hot TuW, mfimG105, Mostopoan[PMectirmfer d8paSudim idleW. A~of2aaGionoatldsshallhepawihdthrthememd®lme mdbexlmalydbyammi~dialmm of3fat Faeh
3. Fecnagabeatpmlmaa shall comply withlaraloadinuace amiRmidmtialCode ofNYSPmtX,AppmdxG-Sw®gPmla, Spas NWHatlWw, Sedim1053mdmofmmmthefollmvmg® Swmo~gPaolandSpagmlim0idleb beegoW&wb amvaaaeffismingto ANSVASNEA112.19.8 orhweammmann prjcftddiarmsiooof18"by 23". PaoleMaoafittimgq ifpmvided, POC
spe~atims socfi®mtlletebellbeegtappedw0haa ma=ziblemmdbeloeatedbciween6mdl2mchesbelowthemiftimmgxrakomlwatrtfevelabemetlarbmmtroasorficesk® .
a Tbemp aftbeb®edaRbeat[cost 48 inches (1219mm)abovegrid: consented mtheside ofthebamecwh-ichfaces away fi®iLesw®ogpml. Themukmmvertcdckn bctwmp&md shallbemarhd nmaccemblem mi ANC
thebmtmooftbebmriershallbe 2i xhm(51 mm)mnsmedeathe aide oftbebmiewhich facesaway from the swmmrimpml. Wbetet9ehip efthepml etmrbmis ala vegmde, smhumabovegmand mm,b®ewh= mm dmh tobedimbedpdwtothesMofcroshacbuL 8ti m0emam moholsmmquhed
pool,thebemcmaybeatgmmdlevel,smbasthepmishutummmmmted canton ofibepmi shuchm. Whmthebmiaismomtedmtopof6apoolsWCbae,themmdmumvmtkdeleanocebdwem 6.1hme14~ldgb,m®mm,bemefencem
the top of thepoolstr came endthebottomofthebew shall be 4 inches. dmmngwbp& BecUllwdhchanawledgmoolmff
b. Openmgem the bonier dollmta0owpaamge ofa4-inch-donseter(102mm) aphem. 7.ImWlpmlinficedmmingaubgmde. F c. Solidbarriers which do nothave openings, such as ammomymsmmwalL shelluotcmtam indentations mpromniom eaceptfmna®alemammtimtolerances aodtmledmesomyjoinh.
d Marimimmesh size fmchein fink feoaashallbe a215-imh(57 mm) rquaremeasthe fmce a provided with aat; beleordmthe tap mthebodomwhichreahm the openings l mt~axmemm 1.75 inches 8.0verheadofpmisbelibeclearofelect shellbacharofelmmclines. ifadivmgbosW- in"cdmainminaminim mof13'ovetheadeka abovedivingpmfk Diviugprnfletobeclearofa8immsiom. HEDGE HEDGE f~ DATE:
(44mm). ~y~ antto amfwmto tbefollowmgmh~eper fimfin Pump tutam lvohmia l8hama Fdtartopom ncmme: &m5gpmist l sl®c.
a. Gmainihebamashallbeadfclamg,wlfl*hingmdbes=mdwithakeymmmbmetimmekorotugpmvcddldpmofinemamm. Pcderlrim gaps sbdl open away fiom ibepmL Wheethe 9. Wataneemanplmtm cngarmam the lOOii 00 181 PROJE I
s FkW~hiogmwbmismmlem&m54mchmRNvethebommof6egatethelehhingmahenimshdibemtbepmisdeoftbeb®amdlhegdemdtffricrMhavemopmiogpswthanZ"whhwl8" IO. ProvidepomNe wens sopplympoolm rater sumlyinpmlama 5700,35100"W DRAWN
of the Wch and its ahmae maJ~,sm.
lelwWcd au sofcoWitymB'mienttosmkcwaubcatmeotplmL ABelearicinpaolamatobelaol aWbyg=Wh kkffapt. lmte8 all elechicioaaadens:wdhtheNBC& - - asphalt roi ;phalt roadway APPD:
4. Wheathe "p moca a wall ofthe dwelling a a putofthepmlbmierinabiler haRprovide amofthe Mowingacum controlmeasmns 11. Providedmiiahd elechic;dwails ofm
a The pool shall be equipped with a powered safety mvaincompliance with ASTM F1346; car localmgaaementa. IAL SITE PLAN DRAWIr
b. All dmx wilhdrect aceemto the pool tbm*fludwall sballbe equipped with malmmwhichpmduca anstalkle wmnmgwhm the decreed its were, ifpreeem, am opined Thesharadallsound fastawayfmmpmL Allcmmefetobe3,500psL5-l% air maainedooleasoftrwinerental. 06 PARTIAL SITE P1 SCALE: 117 1116-r-01 CD
continuously for a mm.,mi{~mof30 secondr®edtandya0erthedm-ri-sl o.~ppeny~ed~andbe capable ofbeinghardthmugboutthehouse dmmgmmelhousehold activities. TheelamMaummahaaRymse 12. Slope dmkl" pafmt swayfmm pmL
undeallmnditim, he al®eystem shell be eapappedwith ammmlmeme, amhas tamhpad or mBeh, to Wrapmmlydeectivatethesbm for a single opening. bbchdmctivetion ehalltutfmrurtrmm
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