HomeMy WebLinkAbout51408-Z �o�,�oFso�ryolo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• 0
k, TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51408 Date: 11/21/2024
Permission is hereby granted to:
-Hartman FC Rev Liv Trt
800 Willis Ave
Albertson, NY 11507
J I r
To:
construct accessory in-ground swimming pool as applied for. f D ) D
Premises Located at: \ .D I _ l)._ (A I I
950 Paradise Shore Rd, Southold, NY 11971 V V�" lJ I
SCTM#80.4-27
Pursuant to application dated 09/25/2024 and approved by the Building Inspector.
To expire on 11/21/2026.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total S400.00
god'ing Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
'y�ot Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.jzov
r
ate ece d
APPLICATION FOR BUILDING PERMIT
For Office Use Only '• 1 i V
PERMIT NO. Building Inspector:
aa2r
i4pplicat ons andforrns must be filled out"their entirety Incomplete
applications willnot be,accepted Where the Ap
plicant is not the owner,an
Owner's,AutFiorzation form(Page-2)shall beTcompleted
Date:9.25.24
OWNERS)OF=PROPERTY
Name:Fredrick Hartman SCTM#1000-80-1-27
Project Address 950 Paradise Shores Rd, Southold NY 11971
_ _... . . _.,.._ - ._._..�._ .... _.... .,..n..
Phone# (516) 965-0235 y_... Email fredhartmanphd@gmail.com
Mailing Address 800 Willis Ave,r Albertson NY 11507
'CONTACT PERSON
Name:Jennifer.Del Vaglio / East End Pool"Kin
Mailing Address:PO_Box 369, Peconic.NY 11958 _..---------------- _._._ __.
Phone#:(631)734-7600r r. .,.:_. ._ ....__.. _.__.. . .. ...TmaiI:A@pp% R poolking.com
'DESIGNPROFESSIONAL INFORMATION 4
Name:
Mailing Address:
Phone#: Email:
"CONTRACTOR INFORMATION
Name:Jennifer Del Vaglio"C/O East End Pool Kin
Mailing Address PO Box 369, Peconic NY 11958
Phone#_^(631) 734-7600 _..._...._... _:..._. .._._._. Email:cj@eastendpoolking com
DESCRIPTION,QF PROI?OSED CONSTRUCTION
®New Structure ❑Addition DAlteration ❑Repair ®Demolition Estimated Cost of Project:
❑Other In ground vinyl swimming pool 10x22 $73,000.00
Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ®Yes ❑No
1
Authentisign ID:5F5521AA-3E78-EF71-991A-0022482708E1
1 „2•
Existing use of property: ��5 j dQ � Intended use of property: ��51
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes ONo IF YES, PROVIDE A COPY.
h �I1LCiC Bo}l Ater fteadln TheovunerCn�ttraar/design#irgfegWanat�sresponibiefiarltcirafnaeaniistormwater�ssgesasprdv>tiedy Y
ha er36-oFthefsrwnCode-RPPLtCAT10ti5HERE8Y1�lAREtatheuiidlnDepartrnentfnrtheissuanceoa8uildinghertnitpur�ua #otheBuildtngZgne,
ordlnfince of the'T0 of Southold,Suffolk,County,New York and other applicable LUaW?:Ordhtarlce§or R gulatlori5 foY the i anstru>lion 6f buildings, s=
aciditIons,alterailtlng7 farret>taVal'nremoiiElon as herett detrlbetl Theapplicant agtessta cglnpTy with all a►p1caCeJaws,ordinances, tulldtngcode,
houstngcosii:and,Cegulatlotfsartdto�dn�tttyas�thorTzedlnspectarsonpretnt;iesand�nhu�dtng(s)#ornecessa�;�n�peettons �alsestatementsmad�fiereinare�
puntsha'bieas�CiassAmi�dem"ea�ror pursuant-ta�5ectlon 21R QS of tits Ne>y YorkState Penal ka�nr� z,, 5
Application Submitted By(print name): uthorized Agent ❑Owner
Signature of Applicant / p
_.,:..__:...:_.,,......._.w:._ ... CON.NIE DDO.q. J. -6
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk County
Commission Expires April 14,2® '
COUNTY OF )
K..I rv►-lse�L-� �P�2L—t f being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corpora Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of IS-.0N -�`� ,20 CM0,
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
1, Fredric C Hartman residing at 800 Willis Ave,Albertson NY 11507
do hereby authorize ,gyp lSkt',n to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
09/21/2024
ner gna�ure Date
Fredric C'Hartman
Print Owner's Name
2
FIELD INSPECTION REPORT DATE COMMENTS _
FOUNDATION (1ST)
------------------------------------
FOUNDATION (2ND)
o
Q
y
ROUGH FRAMING& ��
PLUMBING
, 1
- 1
r
r�
INSULATION PER N.Y.
STATE ENERGY CODE
dv YJ
FINAL
ADDITIONAL COMMENTS
1
O
z
�rn
t\
c
k
. ►v
� y
� O
x
H
x
d
b
►-3
u
THE AREA OF' THIS PROPERTY 1S 93,330 S.F OR 0.306 ACRES
MARINO CALCULATIONS
"ISTiNG CLEARING M 13,330 S.F. (100%)
N�
SOL geyyr ,
0
V
Ad 0�1
• a !/
STOY
som VIAIOU
Cv B�i Fgti � �O�
vT Q�� 39 s• 0
• 0� ;.
R 0 °• `�`�
!qi p
,
� O
�` r o0
G
OQ-
dLD
,r�4
�_' N O V 2 1 2024
CERMFIED T0.
Amalgamated Bank, ISAOA. ,.. ._
Daniel Sarluaa ' J 'P`*` ' �'
Lauren Esposito '",
F7rst International Title
GUARANTEES INDICATED SHALL RUIN ONLY TO THE' PERSON FOR WHOM 718E SURVEY IS PREPARED AND/OR AGENCY, Aldo ARE NO? TRANSFERABLE.
S.c.T.M. NO. 10000 -- 60 �i - 9 — 27
SURVEY OR DESCRIBEDPROPERTY � `, ARY ]BENZ L*Sv
SITUATED IN: SOMOLD TOWN OF: SOU776OLD Surveying end Land Planning
12 Win Place
ISUFFOLK COUNTY, NEW YORK Lake Grove, N.Y. M55
DATE: 912512018 JOB NO. GIB--4137 SOLE. 1 �, 20P GeryBenzLS@Yahoo.com / (631) 646-9346
THE EXISTENCE OF RIGHT OF WAM WETLANDS UNAU7HORIZE0 AL7ERA7?ON OR ADD17ION TO COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND
ANb/OR EASEMENTS OF RECORD IF ANY THIS SURVEY IS A WOLATION OF SECTION 7 209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL
NOT SHOWN ARE NOT GUARANTEED. OF THE NEW PORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID 7RUE COPY.i
4.PUULSULLUSRMPLYWRH BARRIER flFQUi11E1NBIi$SECTOON U26A.
S.POOL SIULL COMPLY WITH 2O20 ENERGY CONSERVATION CONSMucnoN CODE OF An SECTION RA ER WHICH FACES AWAY YBARRIER SHAULBEATLEAST 48 INCHES
(1219 MM)ABOVEGRADE MEASURED ONTHESIDEOFTHE
_. R403.10: BARRIO WHICH FADS AWAY MOM THE SWIMMiN6 POOL
POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDA2.REPIACEAENTBVAPERMANFNTBARRIER.ATEMM PORYBARRIERSHALLBEREPU OMPLYI CEDBYACNGPERMANEN aB M
TOBTI' WITHIN EITHER OF THE FOLIATING PEVODS
SECTION R4D3.DD2 COME SWITCHES SECTION R403.ID1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING
PO-DU OR
SECTION Re03.103 COVER' B)9D DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OFTHESWIMMNG POOL
6.REMR SHALL BE 3-MIR.CLEAR TO EARTH.
r I I N 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUPMENT WOOIERS AND SHALL COMPLY �,p�, �pQ,��
_ ., i.. ....., I , �� 0 D A� NOTED WITH
All LU Cr. 5TO EETA LREQUI
SPA
ALLDRANCME TO HEFT ALL REQUIREMENTS THE NRGINIA GRAEME BAKER(VGeI POOL AND 1.THE TOP OF THE BARBER 9IALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEAAMED ON THE SIDE OF THE BARRIER
9.SLOKTYACT. THAT FACES AWAY FROM THE SWIMMING POOL THE VERTCAL CLU .Cs BETWEEN GRADE AND THE BOTTOM OF THE BARRIER�� �� 9.SLOPE PATIO wRFACE I/4'PEt FOMAWAYFROMPOM SHALL BE NOTGREATEA THAN 2 INCHES(51 MAI)MEASURED ON THESIDE OF THE HOMER THAT FAGS AWAY FROM THE SWIMMING
OA 30.BAC4RLL MATIMUL TO BE FREE DINNING GRANULAR MATERIAL INOCLAY OR URGE ROCKS). POOL-WHERE THE TOP OF THE PODLSTRUCTURE 6ABOVE GRADE,THE BARER MAYBE AT GROUND LEVEL.OR MOUNTED ON TOP
` . .�` 31.SUCTION OUT M SULL BE DESIGNED AND INSTALLED N ACCORDANCE VAN ANSI/APSP/ICC7. OF THE POOLSTRUCTURE.WHERETHESARRIER6MOL.MDONTOPOFTHEPOOL STRUCIURETIE BARREL Sk.CCMPLY WITH
* 12.ENTRAPMENTPROTErnoNREQuR sEcnoNR3265. SECTONSR3MA21 AND R326.423.
13.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS dMMI BY WHEEL WADS WITHIN Sl(6) 25OLID BOWERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS DUCEPT FOR NORMAL
` AUTO-COVER. {L[� FEET OF POOL WALL FROM C0.YSTRUCRON EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLE RAN AND TOOLED MAsomwaNTi
VAULT FOR "� // �/ ON THE POOL STRUCTURE BY EXISTING OR PROPOSED ADIACENTSFRUC1URES. 3.WHERE THE BARRIER 6COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE
NG
STEPS / SAFETY C7DYQt '}'� VVV V' BY.• is.PREIRS
POOOLLTTO RREEQUIPMENTMAIN MA TILLED. POOL
ILSIDE HORIZONTAL
E �L THAN SPAESS
45
B 45INC ES(v(11443 MME)L THE HM90NTTALOT E MEMBERS
II 1 SHALL
N BE LOCATED
MM) THE W W SWIMMING
t.WHIM
NOTIFY BUILDING DEPARTMENTAT 16.NNTRANISSHHALLVERLFYSORBEARINGLOADSHOORTOINSTAUATIONOFPOOL THERE ARE DECORATIVE CUTOUTS MRDINIVERTICAL MEMBERS.SPACING WIRDNTHE C1TOUTSSHAI1 NOR BEGREATERTHANI-3/4
O THIS RAN IS FOR CONSTRUCTION ON PROPERTY AT 29S MOCKINGBIRD LANE,SWR4OD,N.Y.11971 INCHES(44MM)NWIOLIL
63178�1802 8AMT04PMFORTHE ONLY. 4.WHERE THERAMERIS COMPOSED OFWALZONTALANDVERnOLL MEMBERS ANOTHEDISTANCBEf.THE TOP50FTHE
r8.REINTORdNG STEEL SWIM BE INTERMEDIATE GRADE BILLET SMELL WITH A MINIMUM OAP O 30 BRIT HORIZONTAL
MEMBELLS 645 BCNIES(1143 MM)OR MORE,SPACING BETWEEN VERICALMEMB865HALLNOT EI(CEED4INCFIES(102
DLAMETEaS MM).WHERE THERE ARE DECOA17 ECUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHNIL NOT OCEED1-
FOLLOWiNG INSPECTIONS. 3/4 INCHES(44 MM N WIDTH.
S.MAXIMUM MESN S12E FOR CRAW UNIT FENCES SMALL.BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENTE HASSLATS FASTENED
1. FOUNDATION-TWO REQUIRED AT THE TOP OR THE BOTTOM Y"II°'REDUCE THE OPENINGS To NOT MORE THAN I-3/4 INCHES IRA MM).
PROPOSED GETMERAL NOTES: G.WHERE THE BARIUM IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS
SHALL BE NOT GREATERTIAN 1-314 INCHES(44 MMI.
1z' caNTna)Lwe FOR POURED CONCRETE 7.GATES SMU COMPLY WITHTHE REQUIREMENTS OF SECTION R326.421 THROUGH R326A2.6ANDWIH THE FOLLOWING
I� VINYL SWIMMING POOL P.C. �,,,,�,,,�
800 S.F. I I CONCRETE WALL 2. ROUGH-FRAMING 8L PLUMBING 'E` S`3'$�E°B""ED°"TRA�TDR"°HF°I"�SAFE"OP'"E 7.1.ALL GATES SHALL BE SELFQOSNC-IN ADDITION,IF THE GATE D A PEDESTRIAN ACCESSGATE,THE GATE SWUL OPEN OUTWARD,
DETAILPUBLIC OR CON7RACTOR59/PLOYFES.OR FOft TIE FAflIIFE OF THEI3]NIAACFORTO CARRY AWAY FROM THE POOL
(SEE SHOM CNUT THEwORK W AccoRD vI[E tMTT4 TIE CONTRACT OOpAEHTS. 72.ALL6A7F5 SHALLBE SELFLATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE EIMOSURE(LE,ON7HE POOLSIDE OF WE
THIS� ) 3. INSULATION ENal)S/REIANDATLEAST40INC4ES(1016 MM)ABOVE GRADE.NAODORN,IFTHELATOI HANDLE 6 LOCATED LESS TUN54
2 SELECT GYAFAAAFT FILI MATERIAL STALL BE AS DEF94FD N THE REOI7SENTS OF THE INCII6Il372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES MAI)BELOW THE TOP OF THE GATE,
4. FINAL-CONSTRUCTION MUST UUIMCPAL AGENCYXAYNG AIR�ICTION AND AS A INM.AI DEFINED R4 SECTION 203 OF AIm NETHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 05 NOl(22-7 NAM)WITHIN 18INCHES(457
NY.S.D.O.T STAMOARO SPECFICATIOIC9,LATEST EDTRON_ mm)Of THE LATCH HANDLE
7.3.ALL THE GATES SHALL BESECURELY IOCRED WITH A REr,COMBINATtON DII OTTER CHID PROOF LOOCSW OTENTTO PREVENT
UNE OFBE COMPLETE FOR C.O. 3 COSAC7Wx SHA L CONFIRM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING ACCE l=EAWIMMNGPOOL THROUGHSUOI GAT EWHENTHESMMMING PO0EISCR W USE OR SUPERVISED.
lURISDIGTION AND ASA"A.N"BIIM DTfR&TNSECTION 7II3 OF N.V.B.D.O.T.STANDARD B.A WALL ORWALLS OFADWELUNG MAY SERVE AS PARTOi THE BARRIER PROVIDED THAT THE WALL OR WNIS MEET THE
\ ALL CONSTRUCTION SHALL MEET THE SPECIFICATIONS LATEST EDNON. APPLICABLE BOWER REQUIREMENTS OF SECTIONS R326AZ1 TMROUGNT R326AZ.6 AND ONE OFTE FOLLOWING CONDITIONS
72- coPNc SHALL BE MET:
4. ALL FRLRAMFBLSHALL BE SELECT GRANULAR IAArAUAL,cowACf®To s%4UNAUM L.A.DOORS WITH DIRECT ACCESS 701HE POOL THROI/GX THAT WALLSNALL BE EQUIPPED WITH AN ALARM lINO1 PRODUCES NUI
TYP. ' I REQUIREMENTS OFTHE CODES OF NEW D� ���S�E'AS�-•_V BY I(DOFM PROCTOR TEST.UNLESS ADD48IE WAKING WNEN,HE DOOR AND/OtF15501EEN.RF TMMESEW,ARE OPENED.THE ALARM SHALL BE LSRm N ACCORDANCE
4' WIN UL2D17.THE AUDIBLE ALARM SHALLALTVATE WITH w 75ELONDSAND SOUND CONTINUOUSLY FOR A MINIMUM OF 30
i BENNC111,SFL� «FT YORK STATE NOT RESPONSIBLE FOR SECONDS AFTER i11E DOOR AND/OR T$$(AEON'FppEgTT'ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE
I T, F 3. DEBRIS SHALL NOT BE BURk�ON TEE SUIIECT SITE ALL UNSRTABLE EMTEAIAl,S1R81115 XWSE DIKING NORMAL FIOU$EHOLp ACRVRIES.TNEAUIRM SHALL AUTOMATICALLY RESET UNDER ALL OONDFFKK6.THE ALARM
�° DESIGN OR CONSTRUCTION ERRORS MATERALANooE�RssHAL`�o,svasEDOFNAc D wm,ALL`oGALTaW7L SYSTFMSHUILBEE2UIPPEDWRHAMWUALMEANS,SUC34AST0004PADORSWITCN,TOTFMPORARILYDEACTIVATETIEALARM
COUNTY.STATE AND FEDERAL LAWS NU APPLICABLE CODES. FORASWAE OPENING.DEACTIVATION SHALL LAST FOR NOTMORE THAN 15 SECONDS;AND
6.OPERABLE WINDOWS IN THE WALL OR WAILS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED MOILS THAN 11
THEESAROVETEFLOOROPEHNGSINOPERABLEWINDOWSSWQL NOTALLOW A 4NCH-D IERSPHERETO PASS THROUGH
RETURN THE OPE/IRIG WHEN THE WINDOW K IN ITS LARGEST OPENED POSTM AND
8) - EVERY DOOR% DIRECT WHOLLY CON AINPOOE W THE POOL BARRIER OR ENa=RF,COMMAS 94ALL BE PRMDED AT
2 OTHER APPROVED MEANS OF PROTECTION,SUCH ASSElF-QDSING DOORS WITH SEIFLWTCRNG DEVILS,SHALL BE ACCEPTABLE
SO LONG ASTHE DEGREE OF OF AFFORDED 15 NOT LESSTHANTINE PROTELTON AFFORDED BY TIT341 DESCRIBED ABOVE.
8.1 ALARM OFACTNAT IN SWITCII LOCATION.WHERE AN ALAR/A 6 PROVIDED,THE DEALTNATION SWTCII SCULL Bf LOCATED 5•
TRAIa(FOR INCHES OR MOREABOVE THETHRESBOD OFTUE UOOLN DWElUNGS REQUIRED TO BE ACCESSBLL UNITS,TYPEA ANTS,OIITTPEB
`fOd OCCUPANCY OR ANT-UNER UNITS,THE DFALTVAT10N slYRCH SXNLBE LLCATE048 NCHEs aBWETHETxRESHOID OFTBE DOOR.
TF INYL CANER-� 9.WHUEAN ABOVEGROUND POOL STRUCTURE D USED AS A BARBER OR WHERE THE BARRIER D MOUNTED ON TOP OF THE POOL
10'' STRRTURE,THE STRUCTURE SHALL BE DEIGNED AND CONSTRUCTED IN COMPLIMIQ LIN AN51/APSP/ICC4 AND MEETTHE
STEPSAPPLICABLE BARRIER REQUDRMENTS OF SECTIONS W26.4.2.1 TIROUGN W26d29.WHERE THE MEANS OF ACCESS ISO LADDER OR
USE IS UNLAWFUL FCAMPAOOHX 3."m 9.1.T EDINEIAD THE FOLLO RANG EDND TONSSHNLBE MET:
1 COid"..(tE7E
9.1.THE uooet OR STEPS SHALL BE CAPABLE OF BEING SEARED,IDQED O0.TIEMTOIIEDro PREVIEW aO�.wHEI TIE LADDER OA
POOL PLAN (NOTE S�i73 S SEARED.LOCI ED OR REMOVED,AW OPEN COGS CI ELATED SHALL NQTAL Ow THE PASSAGE OF A 4M/WdLLMETER
THIS 1SA"ON°TVINGHOOL WITHOUT CERTIFIC�,- THROUGH2 THE�R ORSrEPSSHAL BE SURROUNDED BYA BARRIER WHICH MEETSTNEREQUIREMENTSOF SECION51C26.42.1
SCALE:1/4"=1'-0" ----- ERE;OR3z64.21
4i RESAR'CP-(
NUDOLE 6 SOT IXIRA.R®IT PROTECTION R31ii
OF OCCUPANCY 42
9InMON OLUilE7s9Ui1 BE DE46NED ro PROOU�lTRdlunON T14ROl1CHOl1T71rE POOLAIND SPA sBNGIEdUiIETSWSTE.6.
q� SHOD AS AV C VACINM CIFANER SYSIEM6,OR MUUIPLE SLICIION(RIT{EFS,WIITEA 6OA7E0 BY VALIlBOR OFOERYASF,
/� d4 RL61R SMALL BE PROTECTED AGAM6T I15FA EWMPN4ER.
EVMY 2.O.C. 1.SUCTION OUTLETS MAYBE DESIGNED AND INSTALLED IN ACLORDANCE WRH THE REOOREMEM50FCPSC 15 USC8003 AND OBI/
3'-4- 2 BOTTOM VERTICAL APSP/CIE 7.WHERE APPLICABLE
MATERIAL wCTLaNOLrtuTS 2326.4k.
SUCTION OITEBS 9WL BE DESIGNED TO PRODUCE dRNLAnON n0R0UGHOUTTHE PoaAND SPA SINGLE-0UTIETSY57EM5,
VIEW ACROSS CENTERLINE OF HOPPER (s DETAIL IT
STEPSSTEPS5 5uu�eEP"Ra�ErnEo�,� NT°AMOLTREwC,oN«,LE,S'wTENErRaaT�TmeT A<vEsoam,ERwBE
- SHEET) - L wrnoM OITIEfS MAY BE DESIGNED AND INSTALLED N ACCORDANCE WTIN ANSI/APSP/Kt 7.
2.POD!AAm SPAwrnON OUTLETS SRLAHAVEAAN RTHAT CONFORMSTO ANSI/ASMEA312.19E,ORAN 18 NCH X 23 INCH
1. -- _... _... (457MA4 BY 584 MM)DRAINGRATE OALARGER GRAN APPROVED CHANNEL DRAIN SYSTEM.
/ TYPICAL WA I DETAIL 3-POOL By INGLEORMULTPLE-OURET CIRCULATION SYSTEMS SHAUL BE EQUIPPED WRH ATMOSPHERIC VACUUM RELIEF
SCALE:314.=I'-T SHOVID GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN.THIS VACUUM RELIEF SYSTEM S All NCLLI N AT LEAST
�\ ONE APPROVED OR ENGRIEEAEO METHOD OF THETYPE SPECIFIED HEREON,AS FOLDWS:
UNIRSTURITEI) COMPLY W 1.5AFTEYYACDUM RELEASE SKIS'TEMCWFORMIXGTOA5MEA312.I9.17:OR
EARTH ITN ALL CODES OF 2.AMAPPROVEDGRAVTTORAINAGESYREM.
4.SINGLE OR MULTIPLE RUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUnMOFT4E APPROVED TYPE.A
NEW YORK STATE&TOWN CODES MINIMUMHORQpRALOR VERTICAL DISTANCE OF3EETSWLSEPAP/TE THE OUTLETS.nofM SUCTION OUTLETS SH&U.BEPIPM
50 THAT WATER 1S DRAWN THROUGH THEM SMUTANIOULSY THROUGH A VACUUM REUEFPRC ECR)D LINE TO THE RUMP OR
AS REQUIRED AND CONDITIONS OF _ y ?``;, _t� SUWHEREPR"DED,VA000MORPRESSURECEANERFIT INGSHACLBELOCATEDINANACCESSBLEPO51T1ONATLFAST6DXHES
2•SALAD BOROY ACTS: ,� .z.. AND NCR MDRETAN 121NQXS REOWTHE MINIMUM OPERATIONAL WATER LLVELORASAMATTAOMEWTOTHESdMMER
LAU.11oNOETE
TAMPED R RRUID // F
�i+1�us 5NALL BFA4 aM UTn6TueBlDwa
�A KIDS N` 3.d RULMKTE -TO BESA`ID,GMY30R KP(R. •••.•� 9MBAR�PGPDOLA7U SPAAIALitk5 R3MT.
(J(I Zgq NON.FImN3eE Mp,EAwL r RETAIN STORM WATER RUNOFF "^SWIMMING POTAORSPA INSTALLED,CONSTI{UCTEp DR SUBSTANTIALLY MODIFIED AFTER BEt�7ABpR 14.2006.
SHALL BE EDIRPPED WTHANAPPROVED POCILAIARM.POOL AIARM59ULL COMPLY AWN ODIFSTM ED 08 AFTER
DECE BE
`�. ----- DS
WN PLANNING BOARD PURSUANT TO CHAPTER 236 SPE°RCATDNSFOAPOOLALARMS)NUSHAfLBETNSTNIED U$EDA/DMAWAINEDINACCORDA-CEIARMTIE
L NMMIIFACTVRERS INSTRUCn0N5AND iH65ECTIOAIPOOL SECTION OF THE TOWN CODE. ' =E. R� R WITHA SATTUB OR1,WHIICH COCp�WITH NdH AFTiC.POWEB SAFEfYCOVER WHgiCOMP 3tS
WNTRUSTEES
SCALE:1/4n=,'�' ` _� POOL ALARMSSHALL COMPLY WIN ASTM F120B,AND SHALL BE INSTALLED,USED AND MAINTANffD IN ACCORDANCE LIT4 THE
MANUFACTURERSIUML.Cr10NSMDTH65ECTXM
FAKES: j ' y.R,4.r z. SU L7.1 OFTHESE ALARM.A POOL ALARM MUST BECAPASUE OF DETECTING ENTRY INTOTHE WATER ATANT POINT ON THE
1.ALLTAANUFACIURED Tf3.E5 AND WIBTRICTONmMRY WTNTE 102O � .• MMN6 POOL.IF NE�SSMYTO PROIDE DETECTIOI CAPABRITY AT EVERY POW ON iNE SURFACE OF THE
n ` SW MMRIGPOOL.MORETWIN ONE POOLAIARM SHNLBE PROVIDEDRESIDFNMLCODE'a NYSE INQVDIIIG THE SECTION K326. R37L7-2ALARM ACTIVATION.POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND 94ALLSOLM
2.mNfMCTOR SHALL PROVIDE DEEP END�ro000E lk TITER POOLSIDE AND INSIDETNE DWEWNG.
(�O(L R326.73 PROIMRED ALARMS.THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE VMM46
PUMP SECTION.
0 ` Q,. ELECTRICAL
,,� INSPECTION REQUIRED NO DATE BEGCRPTION �,
3.0 ACTANERovDUAL MANmo�s) „rzTDIMAM PROPOSED SWIMMING POOL PLAN
N f..;•? (MRL'O HAIR A LINT STRAINER -..
\` 7 PUMP
• X664v�.,'`.�V SWIMMING POOL FILTER AUTO SKIANIER l.Rf
�,"'iO 0N_ EDIATELY'I.
IIA1d(TO Po7L POOL DUAL NARIDIUNLITH >>KLEt "µC.POOL TO.CODE
HYDROSTAM A1RTIC '= L ON.COMPLETION
NO2ZLES V�P R N G TAVEL am%
POOL SIZE
AFORE"WATER" , HM ENGINEERING, P.C.
MAIN GRAIN PIPING SCHEMATIC SCHEMATIC PIPING ARRANGEWNT'
NOTTO SCALE Nn•m sTxE J v P.O.BOX 914.EAST NORTHPORT.N.Y.11731
Noce PHONE(516)476-6392 FAX(631)%O-7671
IS.SPECIF4OLTKm,8DESOIPIIONOFDFS,GNDITENTARETIEN57RUR4EITOFDEVKFAMDPROVmE DMWTWCOMiDRMSTOIUSVAPSP-75UCfMURRMMEM /L ,,/•IF/ l I EMAIL-HMARNIKA@OPTONUNE.NET
RY RLFDHIM11T10N EXLIUSIVE ro THE PRO690M SERVICES RENDERED FOR THE OIENTUSTEDABOVE THEY AYODANCE CODES. L/Z/
RE REPRODU((FD,ALTERED.OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROACTWITHOUT /11 7% ! DRAWN NT:
OISENF OFTiE ENGMEEA 7HEYSWILL REAMI7HE PROPRIFLY PROPETTYOF7FE IIEIETN EIGN@R O fIfUWNNG NO.:
15 H4ET4Eit Da NOT WO0(DESrnIem wmmI7HA3 DOCIIMEITAxO A7QCMENf 6 dOBHED TO COMPlEfION. HAI
,mAM S Q�P DATE: MARCH 02202i
THE COPYfRGW PRaPEHTYOF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OFT4ECwYm"TACT, Hu®eE.11'womAnARwHAVE C-�O�
...W lINA11BIN)p®lJg ANO/0R REPRODUCTION OFTHE OUWI116 SHWL BEPROSENTD ILA/AERIHE FLAT J
THE LAW.
P.SEAL ANTI SIGNATURE SCALE- AS SHOWN SHEET NO.: 1 OF I