HomeMy WebLinkAbout50776-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
� 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 #: 50776 Date: 6/3/2024
Permission is hereby granted to:
Emanuele, Jud
69 Baiting Dr
Calverton NY 11933
To: construct accessory in-ground swimming pool as applied for. Install drywell for
drainage.
At premises located at:
4125 Sound Ave Mattituck
SCTM #473889
Sec/Block/Lot# 121.-1-1.4
Pursuant to application dated 4/23/2024 and approved by the Building Inspector.
To expire on 12/3/2025.
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
F(li r TOWN OF SOUTHOLD-BUILDING DEPARTMENTso Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 htt s:flwww,s��n o
Date Received
APPLICATION FOR BUILDING PERMIT
r� - n "7
For Office Use Only ti
PERMIT NO. (f Building Inspector:_
ector:
.)
A�fpl1W an forms M'i"q b J d'0ut n Itelr erit�r y lnc0m l t
pls�icaf�Ta4ns{A111I not be act' tad uf►te>re tI,�A I�,��r�x tiolr the,�lNr�tr ara r
7�ii�
Date:
OINNER(Sj O PROPERTY.
Name: 6,Ljenv 1V I(-S®e--) SCTM#1000- 121 .O d - o l ,o o - 00 1 , 00 q
Project Address: I-f-(ZS -60v tJ TD 'AvE4--q V'e I I`� TT I'ru C-K lQ `r
Phone#: 511 — cl 02--7 1-f C1 e> Email: &LzAJ V\0
Mailing Address:
CONTACT PERSON:
Name: \/E
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL°INFORMATION:
M
Name: ,5LA i Vnrn 'i� S �dc q
Mailing Address �3 Z q o q tp -. 7 7�
Phone#: Email: 6Lp acM
CONTRACTOR INFORMATION:
Name: (�� .yy"�r .� d,>��j e__ oy!
Mailing Address: 6 2S ' It �� Id O 1.� ,✓ �/ 7 Z-
Phone#: 3 l - 0?- cd's 8 i O Ema . z t,L.�
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes VNo Will excess fill be removed from premises? ❑Yes IVNo
j
1
PROPERTY INFORMATION
Existing use of property:-51 f46L)C i Intended use of property:51 i'J& F4lVl l Ly
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
tl this ro ert ? ❑Yes'�4No IF YES, PROVIDE A COPY.
h' eC LOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 234 of the Town Code. APPLICATION IS HEREBY MADE to the Building;Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town;of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant'agrees to comply with all applicable laws,ordinances,building code,
housing code;and regulations and"to admit authorized inspectors:on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
7
Application Submitted By(print name): / /�G I C2 016thorized Agent El Owner
Signature of Applicant: Date: 411
STATE OF NEW YORK)
SS:
COUNTY
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
t _1 —
(S)he is the C -�--�—� '�`�
(Contractor,Agent, Corporate 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
I'Ili /day of &il , 2094L
otary ,U7 ,- I_ w zl,
jri.kttN'Pk1Bla1C:. i8T yi`' f. i
PROPERTY EI TY W R A lT it IR11ZA�T�� 11 l SSg)�4 Xr 1RES� u.1 A 03U,
re
(Where the applicant is not the owner)
y '
residing at / "t ,
G�li t ,�, 1vZ-� 11,111,110 SUJ 0 'to apply do hereby authorize C� w pp Y on
my be of Sou old Building Department for approval as describ d herein.
Owner' Signature Date
Val fuse
Print Owner's Name
2
e
FrQ
Scott A. Russell Su STORMWATER
SUPERVISOR M[ANA(Gr]ENCENT
SOUTHOLD TOWN HALL-P.O.Sox 1179 Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town Of l ,
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
IF ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. )
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT: (Property Owner,'Design Professional, Agent, Contractor, Other)
NAME: 6 L, V`//L_S&H Date: ca Z?i 2y
Contact Information: ' t'1l 1 L. LdM
(L-Mad&Telephone Number) t/ _ Q O? ^-7 Lf q
Property Address / Locution of Construction Site:
LA/25- 59>yAJ1) 7tV'E- S.C.T.M. #: 1000
�-r-r 1-rude- N ( � q 5Z District
r 21 r �,v6 Cf
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
❑ -- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required!
Project does Not Discharge to Waters ol" the State.X I
No S.I'.D.la • I ei`rt�it I ec tiiM°ed
❑ - Area of Disturbance is Greater than 1 Adre & Storm-water Runoff Discharges Directly
s'^
to Waters of the State of' New York. THE APPLICANT MUST CIBTAIN a S.P•D.E•S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to issuance of a Buildin Permit.
❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff' Flows Through Southold
Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S.Permit through the Southold Town Engineer,ing Department
Prior to Issuance of a Buildin Permit,
Reviewed By: w Date:
Fl1RM #' CM('P-TC1C flrrnhPr 7(11 Q
� ece; vrd � �qla �
Suffolk County Dept of
Labor,Licensing&Consumer Affairs
i
i
HOME IMPROVEMENT LICENSE
Name
MICHAEL R INZERILLO
Business Name
This certifies that the nearer is duly licensed SWIMMING POOLS BY JACK ANTHONY INC
3y the County of suffolk
License Number:H-24507
Rosalie Drago Issued: 03/07/1997
Commissloner Expires: 03/01/2025
Glenn Goldsmith,President ` : Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President y P.O.Box 1179
Eric Sepenoski �� IN
Southold,New York 11971
Liz Gillooly Telephone(631)765-1892
Elizabeth Peeples " Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
COASTAL CONTRACTOR LICENSE
EFFECTIVE DATE: 1/1/24
EXPHtATION DATE: 12/31/24
PERMIT NUMBER: 0141
FEE PAID: $100.00
This Coastal Contractor License is issued in accordance with Southold Town Board Resolution dated
November 8,2017,and as may be Amended(January 16,2018)from time to time.
ORGANIZATION NAME: SWIMMING POOLS BY JACK ANTHONY,INC.
OWNER/PRINCIPAL OFFICER: MICHAEL INZERILLO,VICE-PRESIDENT
ADDRESS: 623 MEDFORD AVE.
CITY,ST ZIP: PATCHOGUE,NY 11772
PHONE#: 631-878-7665
YOU ARE HEREBY AUTHORIZED TO PERFORM COASTAL CONSTRUCTION IN THE TOWN OF
SOUTHOLD AS DEFINED IN SECTION 275-2.Coastal Construction
Date Issued: December 27,2023
By Authority of: SOUTHOLD TOWN BOARD OF TRUSTEES
GGLEN'&GOLDSMITH,President
(A copy of this permit shall be available at all applicable work sites for review by Code Enforcement
Officers,Bay Constables,Town Officials,Town Trustees)
'.4 AK
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NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS
1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING
CONTINUOUS CONCRETE POOL LADDER (3" TO CODE,TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. TEMPORARY BARRIERS R326.4.1:
COLLAR ENTIRE PERIMETER 6" CLEARANCE BETWEEN 2.POOL SMALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326,3.1.
(SEE DETAIL THIS SHEET) POOL LADDER AND 3.SECTION R326.7 POOL ALARM REQUIRED. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL
WALL) 4•ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER
6,POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION WHICH FACES AWAY FROM THE SWIMMING POOL.
R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN
p 4 p' D '4' D QD. D G D POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). EITHER OF THE FOLLOWING PERIODS:
'A4 4 4 aD. °' 4 p n .; , p a a 4 Al 4 SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL;OR
SWITCHES 0 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_.._...- _..,_ ._._._. ......__.., µ........_,,,......,.._.............,._............... ...._A.........,_.._.... .......� ,.,_.-..._. . .w.,,. ..�-,,,.....w ......,_......_ ar.._.,.: ..._...... :......A,I SECTION R403.10.3 COVERS.- SECTION R403.10.2 TIME WI B}9
€ 3 ° 7.SLOPE PATIO SURFACE 1/4"PER FOOT(MIN.)AWAY FROM POOL. PERMANENT BARRIER R326.4.2:
8.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS,LOCATION TO
..,__ COMPLY WITH LOCAL ZONING REQUIREMENTS. 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER THAT FACES
--_, 9.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER
° 4 10.FILL POOL WITH WATER PRIOR TO BACKFILLING. THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE
11.POOLTO REMAIN PERMANENTLY FILLED. POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE
12.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL
BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3.
AND SPA SAFETY ACT. 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL
4 13, NO DIVING EQUIPMENT PERMITTED. CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
14.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
j MEMBERS IS LESS THAN 4S INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE.
! 15. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 4125 SOUND AVENUE,MATTITUCK,N.Y.11952 ONLY. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS
WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH.
16. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 4•WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
{€ TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC
OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRYOUT THE MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 41NCHES(102 MM).WHERE THERE
° WORK IN ACCORDANCE WITH THIS PLAN. ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH.
5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED AT THE
PROPOSED VINYL 1 .SUCTION OUTLETS SHALE BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7.
188.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP END. TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM).
6.WHERE THE
20" ( I °
GREATER THAN 1 BARRIER
I I C OS P O ED F DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT
i STEPS TO SWIMMING POOL GENERAL NOTES: 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS:
22• CODE 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY
oo S• FROM THE POOL.
1. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE 7.2• ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE
MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372
N.Y,S.D.O.T. STANDARD SPECIFICATIONS,LATEST EDITION. MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE
UNDER WATER NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE.
1 2. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO
LIGHT (TYP.) i JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
ff SPECIFICATIONS, LATEST EDITION. 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE
LINE OF BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
5' COPING 3. ALL FILUBACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE
i _ I DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE
5 iD 4 OTHERWISE NOTED. AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR
ITS SCREEN,1F PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUTTHE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.
THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH
4. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE
L= MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN,
COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. THAN 15 SECONDS; AND
.,.,....-.._....._..__,...._...... ...........__.,._... .._,__...,.,,.,.......,,_,............_...__....._..._....,..............._.......,_-.........,___ ......,._....._...,...,__...,...._.............,....,......,......__,.,............... .....__..,. b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES
ABOVE THE FLOOR.OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING
WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION;AND
c,WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT
EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR
2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG
AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR
40' MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE
DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR.
9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL
42' STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE
BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE
1 1/2"TO WASTE FOLLOWING CONDITIONS SHALL BE MET:
HAIR&LINT STRAINER 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS
PUMP ARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR
"-` "A" FRAME & BASE AT 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH
NOTES: POOL
p /�A N PANEL JOINTS (TYP.) FILTER AUTO SKIMMER R326.4.2.8.
1.THIS IS A NON-DIVING POOL. USE OF DIVING EQUIPMENT IS PROHIBITED. !�" r SEE DETAIL THIS SHEET
2. SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING ENTRAPMENT PROTECTION R326.5:
POOL, SITE GRADING AND DRAINAGE FOR PROPERTY. SCALE: 1/4" = 1 -0"
SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS
POOL AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE
BACK TO PROTECTED AGAINST USER ENTRAPMENT.
POOL 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC
7,WHERE APPLICABLE.
SCHEMATIC PIPING ARRANGEMENT SUCTION OUTLETS R326.6:
3'-4"
NOT TO SCALE SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS
AUTOMATIC VACUUM CLEANER SYSTEMS, OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE
6" WATERLINE NOTE: PROTECTED AGAINST USER ENTRAPMENT.
NO MAIN DRAINS ARE PROPOSED. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7.
2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH(457MM BY
584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM.
7 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD
VIEW ACROSS CENTERLINE OF HOPPER GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR
ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS:
1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR
6� 2.AN APPROVED GRAVITY DRAINAGE SYSTEM.
7--1 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM
HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS
DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS.
S.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT
ADJUSTABLE MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER.
30" I 1 x X 44"
2" SAND BOTTOM
-+'------•►� 11 GA..GALVANIZED SWIMMING POOL AND SPA ALARMS R326.7:
_ ANGLE
TAMPED & ROLLED 14 GA.GALVANIZED APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE
STEEL WALL PANEL jT(' EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL
UNDISTURBED ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
VINYL LINER - EXCEPTIONS:
I EARTH 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
19 -6" 12' 6 2'-6" ll � PANEL STIFFENER 2.A SWIMMING POOL(OTHER THAN A HOTTUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM
42" _ F1346.
=1 1- 6"X 30"(MIN.) POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE
40� T` 2,500 PSI CONTINUOUS MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
-( -1 I t CONCRETE COLLAR R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF
(ENTIRE PERIMETER) THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE
1TL' THAN ONE POOL ALARM SHALL BE PROVIDED.
2"SAND BOTTOM "'" �' ° !' I R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND
MATERIAL _� 7.5"x 4.5"x 12"BEARING INSIDE THE DWELLING.
-� (( ITIL_ `( 11J PLATE R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION.
NOTES: POOL SECTION 2" X 2" X 18"
1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH to 11 STEEL ANGLE DRIVE STAKE
THE 2020 RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SCALE: 1/4 - 1 -O 12"LONG REBAR DRIVEN IN
SECTION R326. UNDISTURBED EARTH.USE
2.CONTRACTOR SHALL PROVIDE DEEP END LADDER TO CODE. HOLES IN PANEL BASE(2.5'MIN. 1.5"X 24"X 14 GA.
SPACING) GALVANIZED ANGLE
WALL SECTION & "A" FRAME DETAIL
NOT TO SCALE
NOTES:
TURNBUCKLE 1.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE NO. DATE DESCRIPTION BY
MATERIAL.
5/8"DIA.THREADED 2.VERTICAL STIFFENERS TO BE PROVIDED EVERY 4'ON CENTER. PROPOSED SWIMMING POOL
PANEL ROD BOTH ENDS 3.TOP CHANNEL TO BE A 5"WIDE FLANGE. OWNER:
GLEN WILSON FOR
4125 SOUNAVENUE
MATTI CKD
TN.Y. 1 952 4125 SOUND AVENUE
STAKE APPLICANT: SITUATED AT
GLEN WILSON MATTITUCK
CONCRETE COLLAR 4125 SOUND AVENUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
6"X 30"(MIN.) MATTITUCK, N.Y. 11952 S.C.T.M. DISTRICT 1000, SECTION 121, BLOCK 01,LOT 1.4
HORIZONTAL BRACE HM ENGINEERING, P.C.-
ALTERNATE "A" ,r, P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
FRAME DETAIL PHONE (516)476-5392 FAX(631) 980-7671
NOT TO SCALE EMAIL: HMARNIKA@HMENGINEERINGPC.COM
THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE DRAWN BY: HM
PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY !
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT 0 DATE: APRIL 16,2024 DRAWING NO.:
WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF
RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. I S 101
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND 15 PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT TRu is, HAVE AND
SIGNATURE
BLUE
PROFESSIONALS
IS SEAL AND SIGNATURE IN BLUE �.
17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL
EXTENT OF THE LAW.
P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 1 OF 1