HomeMy WebLinkAbout52801-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
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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#: 52801 date: 03/30/2026
Permission is hereby granted to:
Yedloutschnig RJ Rev Trt
1800 SE St Lucie Blvd 5-108
Stuart, FL 34996
To:
Construct an inground swimming pool accessory to an existing single-family dwelling as applied fort
Pool and pool equipment must maintain setbacks of 10 feet.
Premises Located at:
440 Jernick Ln,Southold, NY 11971
S CTM#70.-3-18
Pursuant to application dated 03/23/2026 and approved by the Building Inspector.
To expire on 0 /29/2028.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total S400.00
-killIND
S.Jim
Building inspector
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W TOWN OF SCJiJTHOL1-�BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
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Telephone (631) 765 1802 Fax (631) 765 9502 lit sw . utold � �
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Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
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PERMIT NO. Building
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Applications and forms must be filled out in their entirety.Incomplete
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applications will not be accepted. Where the Applicant is not the owner,an J�,�,,"I 1
Owner's Authorization form(Page 2)shall be completed. I °u��'���ilo�,
Date: March 6, 2026
OWNER(S)OF PROPERTY:
Name: Nick Telesmanic SCTM#1000-70-03.-018
Project Address: 440 Jernick Lane, Southold, NY 11971
Phone#:516-351-9509 Email:n.telesmanic aol.com
Mailing Address: 440 Jernick Lane, Southold, NY 11971
CONTACT PERSON:
Name: Jennifer Del Vaglio (East End Pool King)
Mailing Address: PO box 369 Peconic, NY 11935
Phone#:631-?34-7600 Email:,Jennifer@eastendpoolking.com
DESIGN PROFESSIONAL INFORMATION:
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Name,.-
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: East End Pool King
Mailing Address: pp box 369 Peconic, NY 11935
Phone#:631-734-7600 Email:Jennifer@eastendpoolking.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration C]Repair ❑Demolition Estimated Cost of Project:
❑Other in ground vinyl swimming pool 1602 $ 68,000
Will the lot be re-graded? WYes ❑No Will excess fill be removed from premises? *Yes ❑No
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, J nr�ifer Del Vaglio AApplication Su�rm.�tted By(pr�nt namre). Authorised Agent CJov�uner
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Signature of Applicant: Date: /9/26
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STATE OF NEW YORK it
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COUNTYOF
iennijabr Del Vaglio
.. bung duly sworn,deposes anall d sa�� } kAupplicant
(Name of individual signing contract)above named, Notary Public,Mate of New.York
No.D'i BUG'I 85050
age nt/con tractor
Mhe is the Qualified In Suffolk Count
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(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
day of 12
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Nicholas 1 Telesmanic . , 440 Jernick Lane, �""'out�'M old NYresidin at '
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Jennifer Del llaglic�and/or East End Pool ling
,,do hereby authorize o apply on I
my behalf the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Nicholas Telesmanic
Print Ownees Name
2
JTRNICK LANE
N 65018100"E 120.
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MAP an CMIN0 LINE
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AREA=20,553,.8 S.F. S WWI 0"W A. . LOT 1 120.003'
=OA72 AC. MAP OF PECON C 0 NT CORP.
F(UM 1 DEC.V. 1
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LOT 24 ON
'MAP OF HARVEST HOME ESTATES,SECTION+ ► E"
SITUATE AT SOUTHOLD
TOWN OF SOUTHOLD �
SUFFOLK COUNTY,NEW YORK
FILED:JULY 18,1969,MAP#5337
OTR""IFI NICHOLAS TELESIMANIC
SANDRA TELTSM,ANIC
FIDELITY NATIORAL TITLE INSURANCE
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MY N.M M7M aR ADOff n To YM s Y IS A VMA'noN cap SeCTM rJM of 7W NEW VU,c SrAlM gDWATXW LMM SCTM 100"70.00-03.0"I SAW
DONOTBG WFEt MOFFUl t3UMCEMMO DORMS N06OWL SURVEYED:NOVEMBER 4,Z026
LAND SURVEY LONG ISLAND.COlill ww
WARD BROOKS LAND SURVEYOR �
11 OCEAN AVENUE .,
BLUE POINT, NY. 11715 �
(631)579-7794 (631)363--3179
W'ARDBROOKSO GMAIT.COM
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POOL NOTES: 2025 RESIDENTIAL CODE OF NYS, SECTION R328 SWIMMING POOLS, SPAS AND HOT TUBS
3" TO 6" 1. POOL AND PROPERTY TO CONFORM TO 2025 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE, [NY] R328.4.1 TEMPORARY BARRIERS.AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION
CLEARANCE TOWN OF SOUTHOLD CODE AND 2023 NATIONAL ELECTRIC CODE. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R328.4.2 IS PROVIDED.
BETWEEN POOL 2. POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R328.3.1 EXCEPTIONS:
AND WALL 3.SECTION R328 6 POOL ALARM REQUIRED.
4. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R328A 1. ABOVE-GROUND OR ON-GROUND SWIMMING POOLS WHERE THE POOL STRUCTURE CONSTITUTES A BARRIER IN COMPLIANCE WITH SECTION R328.4.2.9.
5. POOL SHALL COMPLY WITH 2O25 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS 2. SPAS OR HOT TUBS WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346,PROVIDED THAT SUCH SAFETY COVER IS IN PLACE DURING THE PERIOD OF
MAIN DRAIN SECTION R403.10: ENERGY CONSUMPTION OF POOLS AND SPAS. INSTALLATION OR CONSTRUCTION OF SUCH HOT TUB OR SPA.THE TEMPORARY REMOVAL OF A SAFETY COVER AS REQUIRED TO FACILITATE THE INSTALLATION OR
LINE TO FILTER SECTION R403.10.1 HEATERS CONSTRUCTION OF A HOT TUB OR SPA DURING PERIODS WHEN AT LEAST ONE PERSON ENGAGED IN THE INSTALLATION OR CONSTRUCTION IS PRESENT IS PERMITTED.
SECTION R403.10.2 TIME SWITCHES
SECTION R403.10.3 COVERS [NY] R328.4.1.1 HEIGHT.THE TOP OF THE TEMPORARY BARRIER SHALL BEAT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH
I In 6. REBAR SHALL BE 3"MIN.CLEAR TO EARTH. FACES AWAY FROM THE SWIMMING POOL.
7.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND [NY] R328.4.1.2 REPLACEMENT BY A PERMANENT BARRIER.A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE
CONTINUOUS CONCRETE SPA SAFETY ACT. FOLLOWING PERIODS:
PROVIDE 2 MAIN DRAINS
WALL SEE DETAIL THIS 8. SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL.
( 9. BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). 1. WITHIN 90 DAYS OF THE DATE OF ISSUANCE OF THE PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
WITH STRAINER (VGB SAFETY SHEET) 10.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CPSC 15,USC 8003
ACT APPROVED DRAINS) AND ANSI/APSP/ICC 7. SWIMMING POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT 2. WITHIN 90 DAYS OF THE DATE Of COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
CONFORMS TO ANSI/APSP/ICC 16. [NY] R328.4.1.2.1 REPLACEMENT EXTENSION.SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL,THE TIME PERIOD FOR COMPLETION OF THE PERMANENT BARRIER
UNDERWATER 11.SUCTION ENTRAPMENT AVOIDANCE REQUIRED SECTION R328.5. MAY BE EXTENDED FOR GOOD CAUSE,INCLUDING,BUT NOT LIMITED TO,ADVERSE WEATHER CONDITIONS DELAYING CONSTRUCTION.
VINYL OVER LIGHT TO 12 POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN SIX
POURED CODE (TYP.) (6)FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION [NY] R328.4.2 PERMANENT BARRIERS.SWIMMING POOLS,SPAS,AND HOT TUBS SHALL BE COMPLETELY ENCLOSED BY PERMANENT BARRIER COMPLYING WITH SECTIONS
CONCRETE IMPOSED ON THE POOL STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES. R328.4.2.1 THROUGH R328.4.2.9.
STEPS 13. NO DIVING EQUIPMENT PERMITTED. EXCEPTION:A HOT TUB OR SPA WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R328.4.2.
14. POOL TO REMAIN PERMANENTLY FILLED.
18' 15.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. [NY] R328.4.2.1 BARRIER HEIGHT AND CLEARANCES.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF
PROPOSED VINYL 16.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 440 JERNICK LANE,SOUTHOLD, N.Y. 11971 THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER
A A ONLY. THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL.WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE
16' SWIMMING POOL 5,0' 17. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF 45 BAR GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE.WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,
DIAMETERS. THE BARRIER SHALL COMPLY WITH SECTIONS R328.4.2.2 AND R328.4.2.3.
512 S.F. [NY] R328.4.2.2 SOLID BARRIER SURFACES.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL
CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
GENERAL NOTES: [NY] R328.4.2.3 CLOSELY SPACED HORIZONTAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN
THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE
1. TECHNIQUES
ENGINEERING, P C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION NOR FOR MEANS,METHODS, FENCE.SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 13/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL
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 CARRY MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 13/41NCHES(44 MM)IN WIDTH.
OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. [NY] R328.4.2.4 WIDELY SPACED HORIZONTAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE
/ \ 2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL BE NOT GREATER THAN 4 INCHES(102 MM).WHERE
12" POOL MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 13/4 INCHES(44 MM)IN WIDTH.
COPING N.Y.S D.O.T.STANDARD SPECIFICATIONS, LATEST EDITION.
[NY] R328.4.2.5 CHAIN LINK DIMENSIONS.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 13/4 INCH(57 MM)SQUARE,UNLESS THE FENCE HAS VERTICAL SLATS
3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING FASTENED AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 13/4 INCHES(44 MM).
JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T. STANDARD [NY] R328.4.2.6 DIAGONAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS
SPECIFICATIONS, LATEST EDITION. SHALL BE NOT GREATER THAN 13/4 INCHES(44 MM).
4. ALL FILL/BACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM [NY] R328.4.2.7 GATES.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R328.4.2.1 THROUGH R328.4.2.6 AND SECTIONS R328.4.2.7.1 THROUGH
DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST, UNLESS R328.4.2.7.3.
OTHERWISE NOTED.
32' [NY] R328.4.2.7.1 SELF-CLOSING AND OPENING CONFIGURATION.ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE
5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS SHALL OPEN OUTWARD,AWAY FROM THE SWIMMING POOL.
MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, [NY] R328.4.2.7.2 LATCHING.ALL GATES SHALL BE SELF-LATCHING.FOR DOORS AND GATES IN BARRIERS,THE DOOR AND GATE LATCH RELEASE MECHANISMS SHALL BE IN
34' COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES, ACCORDANCE WITH THE FOLLOWING:
1. WHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE ACCESSED FROM THE OUTSIDE OF THE BARRIER AND ARE NOT OF THE SELFLOCKING TYPE,SUCH
MECHANISM SHALL BE LOCATED NOT LESS THAN 54 INCHES(1372 MM)ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
2. WHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE OF THE SELF-LOCKING TYPE SUCH AS WHERE THE LOCK IS OPERATED BY MEANS OF A KEY,AN ELECTRONIC
OPENER OR THE ENTRY OF A COMBINATION INTO AN INTEGRAL COMBINATION LOCK,THE LOCK OPERATION CONTROLAND THE LATCH RELEASE MECHANISM SHALL BE
LOCATED NOT GREATER THAN 54 INCHES(1372 MM)ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
POOLPLAN 3. AT PRIVATE POOLS,WHERE THE ONLY LATCH RELEASE MECHANISM OF A SELF-LATCHING DEVICE FOR A GATE IS LOCATED ON THE POOL AND SPA SIDE OF THE BARRIER,
NOTE: THE RELEASE MECHANISM SHALL BE LOCATED AT A POINT THAT IS AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE.
THIS IS A NON-DIVING POOL. USE OF SCALE: 1/4" - 1,-Oil [NY] R328.4.2.7.3 LOCKING.ALL GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD-PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE
DIVING EQUIPMENT IS PROHIBITED. SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
TRACK FOR [NY) R328.4.2.8 DWELLING WALL AS BARRIER.A WALL OR WALLS OF A DWELLING AND ITS ACCESSORY STRUCTURES MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT
VINYL LINER THE WALL OR WALLS MEET THE APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R328.4.,2.1 THROUGH R328.4.2.6,AND ONE OF THE FOLLOWING CONDITIONS SHALL BE
M ET:
VINYL LINER e 10i c 1. ALL OF THE FOLLOWING:
1.1. DOORS WITH DIRECT ACCESS TO THE SWIMMING POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN
FOAM PADDING 3,500 PSI THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2017.THE AUDIBLE ALARM SHALL ACTIVATE
e e CONCRETE WITHIN 7 SECONDS;SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED;AND BE CAPABLE OF BEING
HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SYSTEM
SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING.DEACTIVATION SHALL
32' .y LAST FOR NOT MORE THAN 1S SECONDS.
1.2. OPERABLE WINDOWS PROVIDING DIRECT ACCESS TO THE SWIMMING POOL,HAVING A SILL HEIGHT OF LESS THAN 48 INCHES ABOVE THE INDOOR FINISHED FLOOR IN
#4 REBAR TOP, THE WALL AND A SILL HEIGHT OF LESS THAN 72 INCHES(1829 MM)ABOVE THE ADJACENT EXTERIOR SURFACE,IN THE WALL OR WALLS USED AS A BARRIER,SHALL HAVE A
6" WATER LINE MIDDLE&BOT. 48 LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES(1219 MM)ABOVE THE FLOOR.OPENINGS IN OPERABLE WINDOWS WHICH PROVIDE DIRECT ACCESS TO THE
SWIMMING POOL SHALL NOT ALLOW A 4-INCH-DIAMETER(102 MM)SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION.
1.3. WHERE THE DWELLING OR ACCESSORY STRUCTURE IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT EVERY DOOR
[I _I 1 f= a d WITH DIRECT ACCESS TO THE SWIMMING POOL.
=�= #4 REBAR
.0 [ v CONCRETE WALL (SEE EVERY 2'O.C. 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING WITH SELF-LATCHING DEVICES,SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS
'111_...-1 I El ' ' DETAIL THIS SHEET) ° VERTICAL THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
11-11 11--11 8 11� I�I I- 2"BOTTOM e
MATERIAL [NY] R328.4.2.8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES(1372 MM)OR
I EI I I=I _ _ -i 11=1 I i= 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
-I 1 IEEi I I=111-111�_tl I[ lI I tl I_In I I=1.11�i LOCATED 48 INCHES(1219 MM)ABOVE THE THRESHOLD OF THE DOOR.
_ 7 e
'-I 11- 1 I I_ 111 I 1-1!I-I I [NY] R328.4.2.8.2 MULTIPLE DWELLING WALL AS A BARRIER.A WALL OR WALLS OF A MULTIPLE DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THERE IS NO
UNDISTURBED EARTH
(`1 I:-I I _ DIRECT ACCESS FROM THE DWELLING TO THE POOL.
[NY] R328.4.2.9 POOL STRUCTURE AS BARRIER.WHERE AN ABOVE-GROUND SWIMMING POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON
-I i l=1 I I WALL DETAIL TOP OF THE POOL STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER
2" SAND BOTTOM
TAMPED & ROLLED - }1l=111=E I;1=I 111=11I-; _ _ _ _ _ __ C II 1 I` SCALE: 3/4" = V-0" REQUIREMENTS OF SECTIONS R328.4.2,1 THROUGH R328.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
`I I+. 1_I I-=-111L WI I 1=1 I I==)!1=vI!I" I I I�=I�i=: !�� =.!I,I I_I -::I I(�=I I t 1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED OR
11-1 I I=1 I I-'1 1 REMOVED,ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER,(102 MM)SPHERE.
NOTES:1.WALLS SHALL BEAR ON UNDISTURBED SOIL. 2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R328.4.2.1 THROUGH R328.4.2.8.
2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR.
9'-6" 12'-6" 6' 4' 3.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL. [NYI R328.5 SUCTION ENTRAPMENT AVOIDANCE.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003
AND ANSI/APSP/ICC 7,WHERE APPLICABLE.
[NY] R328.5.1 SUCTION FITTINGS.SWIMMING POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/APSP/ICC 16.
EXCEPTION:SURFACE SKIMMERS.
[NY] R328.6 SWIMMING POOL AND SPA ALARMS,APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER
14,2006,SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
SECTION A-A EXCEPTIONS:
SCALE: 1/4 11
/4" 1 1-0 if1. A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
2. A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
NOTES: [NY] R328.6.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL.IF
1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2025 NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R328.
2.CONTRACTOR SHAL-L PROVIDE DEEP END LADDER TO CODE. [NY] R328.6.2 ALARM ACTIVATION.POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING
3.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL,POOL
WHERE IT IS MONITORED.
EQUIPMENT,SITE GRADING AND DRAINAGE FOR PROPERTY. [+JY] R328.6.3 PROHIBITED ALARMS.THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION.
1 1/2"TO WASTE
HAIR&LINT STRAINER
PUMP NO. DATE DESCRIPTION BY
FILTER AUTO SKIMMER OWNER: PROPOSED SWIMMING POOL PLAN
NICHOLAS TELESMANIC
440 JERNICK LANEt _____
TELESMANIC RESIDENCE
SOUTHOLD, N.Y. 11971 440 JERNICK LANE
POOL DUAL MAIN DRAIN WITH SITUATED AT
BACK TO POOL HYDROSTATIC VALVE APPLICANT:
AND COLLECTOR TUBE NICHOLAS TELESMANIC SOUTHOLD
IN GRAVEL BASE 440 JERNICK LANE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
SOUTHOLD, N.Y. 11971 S.C.T.M. DISTRICT 1000, SECTION 070, BLOCK 03, LOT 18
SCHEMATIC PIPING ARRANGEMENT
NOT TO SCALE
HM ENGINEERING, P.C.
P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
PHONE(516)476-5392
EMAIL: HMARNIKA@HMENGINEERINGPC.COM
THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN'INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE
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
WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF DRAWN BY: HM DRAWING NO.:
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THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, RAISED SEAL AND SIGNATURE IN BLUE DATE: MARCH 11,2026
17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL S-101
EXTENT OF THE LAW.
P.E. SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF