HomeMy WebLinkAbout47221-Z POOL NOTES:
1.,POOLAND PROPERTY TO CONFORM TO 2020,NYS UNIFORM FIRE PREVENTION AND BUILDING
TRACK FOR •CODE,TOWN,OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
FILTER PUMP VINYL: LINER 2.-POOL:SHALL CONFORM; O ANSI/APSP/ICC 5 STANDARDS 8326.3.1.
SKIMMER -3.'SECTION R326.7,POOL ALARM REQUIRED.
RETURN4.,POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
(T*) - (�•) VINYL LINER 10"
5.'POOL'SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS
3500 PSI SECTION R403:10: ,
FOAM PADDING '
p 1' CONCRETE FOGIES AND,PERMANENt SPA ENERGY CONSUMPTION(MANDATORY).
i e SECTION R403.10.1 HEATERS
�--——7 SECTION 8403.10.2 TIME SWITCHES
I I SECTION PROPOSED VINYL 8403.10.3 COVERS
I I SWIMMING POOL 6.REBAR SHALL•BE 3"MIN.CLEAR TO EARTH.
4 'KEBAB °': 4 " 7.LOCATION OF.PROP•OSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL
648 S.F. 18� TOP, MIDDLE 42 COMPLY WITH ALL"LOCAL ZONIN6 REQUIREMENTS.
3''' & BOT. : e 8,ALL,DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL
(MIN • I DUAL,MAIN,DRAINS WITH ° a AND,SPA SAFETY ACT. f
STRAINER'(VGB SAFETY °• 9.SLOP,E'PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL.
i I ACT APPROVED DRAINS) 10.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS).,
11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH AN51/APSP/ICC
)-- STEPS 7.
12.ENTRAPMENT PROTECTION REQUIREDSECTION R3,26.5.
a 13.POOL,WALL.S ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN
SIX(6)FET 6F,,0`661-6WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER'LOADING
CONDITION IMPOSED ON THE POOLSTRUCTURE BY EXISTING•OR PROPOSED ADJACENT
STRUCTURES.
'14.NO DIVING�EQUIPMENTPERMITTED.
36'
TYPICAL WALL. DETAIL ON OF POOL.
16.CONTRACT RSHALL ERFCONTRACTOR SHALL IYSOIILFY I''BEARINGL.OADSbEARING DPRIORTO NSTALLATONPRIOR TO IOFPOOL:
SCALE: 3�4 = -0 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 260 ROYALTON ROW,MIATTITUCK,N.Y.
11952;CINLY,
®�- ' �� NOTES: 18.REINFORCING STEEL'SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A'MINI A 'IMUM LAP OF
NOTE: NTO •SCAL.E 1. ALLS'SHALL BEAR ONUNDISTURBED SOIL. 30'BAR DIAMETERS.
THIS IS A NON-DIVING POOL. 2.ALL CONCRETE SHALL BE•PLACEOT, D'AS'AWONOLITHIC POUR. 19.HM ENGINEERING,P.0 SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,'METHODS,
TECHNIQUES'OR PROCEDURES,UTILIZED'BY THE CONTRACTOR,NOR FORTHE'SAFETY,OF THE''
wB,LIC OR CONTRA'CTOR'S EMPLOYEES,OR FOR THE FAILURE•OF'THE CONTRACTORTO,CARRY'OUT,
THE WORK IN ACCORDANCE WITH THIS PLAN.
" CONCRETE WALL
6'-0" 3_4 (SEE SECTIONFE
.— -- — — THIS SHEET) '
1 1/2" TO WASTE DEC U + ZU21
UNDISTURBED HAIR & LINT STRAINER 13UILDINIG DEPT
EARTH,'(TYP.) PUMP'
TOWN OF SOUTHOLD
3' 6' EI' 9' FILTER AUTO SKIMMER
3" COMPACTED
SAND
' POOL
QEILE — BACK TO
NOT TO SCALE NOT
GENERAL NOTE: PREPAREDFOR: 2 MAIN DRAINS WITH
ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 MARRCON DEVELOP,MENI' ORP. HYDROSTATIC VALVE
RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. SCHEMATIC PIPING ARRANGEMENT AND COLLECTOR TUBE
260 ROYALTON ' W",
NOT TO SCALE IN GRAVEL BASE
M TTITUCK, W, _11952
L ' T#11 -
p � `p DATE:, -11/2312021
NOTE: /
-� !� I�IV6 EN I�IEERING P.C. SCALE: AS SHOWN
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C.. 1 l 2,1 �' P.O.BOX 914,EAST NORTHPORT,NY 11731 SHEET: 1 OFA
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE Tel:(516)476-5392 Fax:(631)980-7671 Email:hmamika@optonline.net RESIDENTIAL CONCRETE•
NEW YORK STATE EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED.- OID WIT/OUT RAISEDSEAL AND BLUE SIGNATURE VINYL LINER POOL PLAN