HomeMy WebLinkAbout52985-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
lit
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#: 52985 Date: 05/15/2026
Permission is hereby granted to:
Philip Fox-Mills
1854 N Bayview Rd
Southold, NY 11971
To:
Construct in ground swimming pool at existing single family dwelling as applied for,with HPC
approval.
Maintain minimum 5'-0"setback as required.
Premises Located at:
22495 Route 25, orient, NY 11957
SCTM# 18.-1-14
Pursuant to application dated 02/11/2026 and approved by the Building inspector,
To expire on 05/14/2028.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector
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TOWN OF SO►UTHOLD--BUILDING DEPARTMENT
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n, Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold NAY 11971-0959
Tele hone 631 765 1802 Fax 631 765 9502 h���t �. �w�T.s�o, ����o�ldtow� �. o
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Date Received
APPLICA FOR BUILDING PERMIT
71
�ffic+e Use Only
PERMIT J.- Building Inspecton,
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A lications and forms must be filled out in their entire Incomplete P�
applications will not be accepted. Where the A
IMP P Applicant is not the owner,an
Owner's Authorization farm(Page 2)shall be completed.
Date.
0WNER(S)l OF P OPERTY:
Name: SCTM#1000-
iT:Ntl
Project Address: L1 q,5 1--n4)�J
Phone#: Email:
Mailing Address., ;' `
CONTACT PERSON:
Name: Z 4 1?. } , ..-
Mailing Address.
Phone#: Ema
DESIGN PROFESSIONAL INFORMATION:
Name
Mailing Address
Phone#: Email.
CONTRACTOR INFORMATION;
Name:
Mailing Address:
i
Phone# Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
..
❑New Structure ❑Addition ❑Alteration ❑Re air ❑Dem "tio Esti ated Cost of sect:
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Will the lo
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Will excess fill be removed from premises? es d No
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� INFORMATION
property:
e_oproperty: . use of R. ... .
�n usIntended.n
Exist
Are there an covenants and restrictions with respect to
Zone or use district In which premises is situated. Y
this property? OYes 0 No IF Me PRO11
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.... A COPY.
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Application Submitted By(print nAJ>� Date:
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Signature Applicant:o pp
STATE OF NEW YORK)
COU
NTY NTY OF
being duly sworn..deposes and says that(s,)he is t e a pli ntwlij V**1 !f�311 Jft.S4.... ...........
a ,, of In'6V dUal signing co,atra ; bave named,
(S)he is the
(Contractor,Agent+Corporate officerr etcij
`s dui authorized to perform or have performed the said work and to make and file this
of said owner or owners,and� y p
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 thisav
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'B„ � 'Notary Public
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1 �°ion `tPR RTY OWNER ALITHORIZATIT.
2 .
(Where the applicant is not the owner)
Iowa
residing at
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t4V do hereby authorize
my behalf Whe- own owf �thold Building Department for approval as described herein.
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Signature
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David Mammina,ChairpersonI A Town Kati Annex
Anne Surchin, Vice Chair54375 Main Road,N`�S Route 25
Allan'Wexler a PO Box 1179
LOU
Marina de Conciliis mm" Southold,NY 11971
Jeri Woodhouse M Telephone: (631)765-1$09
Email. kimf southoldtownn ov
Daryl K.etc _d-tnn- y
Ahad sardar-AfkhamiIWA
ot
Kim E. Fuentes,Coordinator
I
id Historic Preservation C01nm1ss10Q� nn2 2026
Town of Southo �
Certificate of Appropriateness
April 23, 2026
:RESOLUTION #04.23.2026.1
RE. 22494 Main road, Orient, NY. S TM# 1000 18-1 14
owner: DANI LL FOX-MILLS
RESOLUTION:
WHEREAS, 22494 Main Road, Orient, NY, is on the Town of Southold Registry of Historic
Landmarks; and
WHEREAS, as set forth in Section. 170-6 of the Town. Law (Landmarks Preservation Code) of the
Town of Southold, all proposals for material change/alteration must be reviewed and
granted a Certificate of Appropriateness by the Southold Town historic Preservation
Commission prior to the issuance of a Building Permit; and
WHEREAS, the applicant submitted a proposal on April 20, 2026, for an approval to erect a cedar
,wood fence and gate surrounding a proposed in-ground swimming pool upon the above
referenced premises; and
WHEREAS, the applicant's representative, David Freeborn of Islandia.Pools, Ltd., appeared before the
Commission at a Work.Session on April 23,2026 to describe the proposed improvements;
and
WHEREAS, the proposed improvements consist of tongue and groove cedar wood fence and gate as
depicted on fence specifications received on.April 20,2026,and shall surround a proposed
in--ground swimming pool as depicted on a copy of the survey received on April 24, 2026;
and
WHEREAS, the Commission has determined that pursuant to Chapter I70-4(E)(2) of the Southold
Town Code, the Commission has the authority to determine that some proposals do not
rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and
Certificate of Appropriateness, Res. #04.23.2026.1
HPC, Fox-Mills(Fence)—SCTM No. 1000-18-1-14
Page 2
WHEREAS, the Commission has determined that the subject application for the Certificate of
Appropriateness is de minimis in nature, and therefore does not require a Public Hearing;
and
WHEREAS, the applicant shall submit to the Commissioners photographs of the finished
improvements upon completion; and
WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements
are completed.
NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission
determines that the proposed improvements consisting of a cedar wood fence and gate
surrounding a proposed in-ground swimming pool, as depicted on illustrations received
on April 20, 2026, with the location depicted on a copy of the survey received on April
243 2026, meets the criteria for recommendation under Section 170-8 (A) of the Southold
Town Code; and
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness, subject to approvals by all involved agencies; and
BE IT FURTHER RESOLVED, that this approval is subject to the condition that the proposed
installation of a fence conforms to Town of Southold Zoning Regulations, Section 280-
105 "Height of Fence"; and
BE IT FURTHER RESOLVED, that any deviation from the approved plans referenced above may
require further review from the Commission.
Motion made by: Commissioner Ketcham
Motion seconded by: Commissioner Wexler
VOTES: AYES: Commissioners Mammina, Wexler, De Conciliis, Ketcham, (4-0) (Commissioners
Surchin, Woodhouse, and Sardar-Afkhami Absent)
RESULT: Passed
Please note that any deviation from the approved plans as referenced may requ ire Furth er
review from the commission.
A
Signed:
Kim E. Fue &,
Coordinator for the Historic Preservation Commission
Date: April 24, 2026
Resolution No. 04.23.2026.1
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POOL NOTES: 2025 RESIDENTIAL CODE OF NYS,SECTION R328 SWIMMING POOLS S
SPAS AND HOT TUB 569 �
[NY] R328.4.1 TEMPORARY BARRIERS.AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION
APPROVED AS UTE® OCCUPANCY OR 1.POOL AND PROPERTY TO CONFORM TO 2025 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,TOWN OF THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R328.4.2 IS PROVIDED.
p SOUTHOLD CODE AND 2023 NATIONAL ELECTRIC CODE. EXCEPTIONS:
DATE, d6PB.P#
sa OS 2. POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R328.3.1
USE IS UNLAWFUL 3.SECTION R328.6 POOL ALARM REQUIRED. 1. ABOVE-GROUND OR ON-GROUND SWIMMING POOLS WHERE THE POOL STRUCTURE CONSTITUTES A BARRIER IN COMPLIA
NCE WITH SECTION R328.4.2.9.
f� 4.SUCTION ENTRAPMENT AVOIDANCE REQUIRED SECTION R328.5. 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
FEE �/U BY: WI,THO UT CERTIFICATE 5. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R328.4 INSTALLATION OR CONSTRUCTION OF SUCH HOT TUB OR SPA.THE TEMPORARY REMOVAL OF A SAFETY COVER AS REQUIRED TO FACILITATE 6. POOL SHALL COMPLY WITH 2O25 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS Q E THE INSTALLATION OR
631-NOT BUILDING DEPARTMENT AT CONSTRUCTION OF A HOT TUB OR SPA DURING PERIODS WHEN AT LEAST ONE PERSON ENGAGED IN THE INSTALLATION OR CONSTRUCTION IS PRESENT IS PERMITTED.
FOLLOWING
-ING 8AM C ION FOR THE OF OCCUPANCY
URANCY SECTION SECTION0R4031 OY1 HEATERS [NY]
OF POOLS AND SPAS. [NY] R328.4.1.1 HEIGHT.THE TOP OF THE TEMPORARY BARRIER SHALL BEAT LEAST 48 INCHES 1219 MM ABOVE GRADE MEASURED ON THE ID
FOLLOWI�lG INSPECTIONS: v v '
( ) E SIDE OF THE BARRIER WHICH
1. FOUNDATION-Tb'UO REQUIRED
SECTION R403.10.2 TIME SWITCHES FACES AWAY FROM THE SWIMMING POOL.
23.0' SECTION R403.10.3 COVERS
FOR POURED CONCRETE 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF [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
2. ROUGH-FRAMING&PLUMBING IIf' 21.0, THE EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE FOLLOWING PERIODS:
.�. INSULATION '" {��r�G.:®' I REQUIRED.WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 1. WITHIN 90 DAYS OF THE DATE OF ISSUANCE OF THE PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
TCLI 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP END.
4. FINAL-CONSTRUCTION MUST ENfCLOSE POOL TO CO c 9. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,000 PSI @ 28 DAYS. 2. WITHIN 90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
BE COMPLETE FOR C.O. UPON COMPLETION MAIN DRAIN 10. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF 45 BAR DIAMETERS. [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
[?r F "f,'AT LINE TO MAY BE EXTENDED FOR GOOD CAUSE,INCLUDING,BUT NOT LIMITED TO,ADVERSE WEATHER CONDITIONS DELAYING CONSTRUCTION.
ALL CONSTRUCTION SHALL MEET THE ER" » FILTER 11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH.
12 POOL
REQUIREMENTS OFTHE CODES OF NEW COPING INLET 12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER.PUMP
(TYP• OF 2) CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. [NY] R328.4.2 PERMANENT BARRIERS.SWIMMING POOLS,SPAS,AND HOT TUBS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH SECTIONS
YORK STATE. NOT RESPONSIBLE FOR (TYP•) 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA SAFETY R328.4.2.1 THROUGH R328.4.2.9.
DESIGN OR CONSTRUCTON ERRORS ACT.
14. 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.
15.SLOPE PATIO SURFACE 1/4'PER FOOT AWAY FROM 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
16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CPSC 15,USC 8003 AND THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER
1 ANSI/APSP/ICC 7.SWIMMING POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ 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 t
PROPOSED GUNITE j APSP/ICC 16.
17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 22495 MAIN ROAD,ORIENT,N.Y. 11957 ONLY. 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,
SWIMMING POOL A 18. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL THE BARRIER SHALL COMPLY WITH SECTIONS R328.4.2.2 AND R328.4.2.3.
NCOMPLY WITH ALL CODES OF 2US THROUGHOUT [NY] R328.4.2.2 SOLID BARRIER SURFACES.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS �•� ' ' Yr
MARBLE DUST THROUGHOUT LOCAL ZONING REQUIREMENTS.
OR PROTRUSIONS EXCEPT FOR NORMAL
1R CE ENGINEERING,P.C.SHALL NOT C RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES DS CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
K STATE&TOWN CODES (COLOR TO BE DETERMINED) PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF '
AS REQUIRED AND CONDITIONS OF - , , , , ...__..,.._
CONSTRUCTION. [NY] R328.4.2.3 CLOSELY SPACED HORIZONTAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN
m� 'D NZ 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
>Jf41QW TOVrrN�� � ,
FENCE.SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1 3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL.•..• �••..•• .
SOUTHOLD TOM, PLMNING BOARD 12.0 MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 13/41NCHES(44 MM)IN WIDTH.
SOUTHOLD TO; JTRUSTEES 14.0' 3' min. AWAY FROM POOL 2% [NY] R328.4.2.4 WIDELY SPACED HORIZONTAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN 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
SOUTHOLD O`O (POOL DECK TO SLOPE 12" THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 1 3 4 INCHES 44 MM IN WIDTH.
-�-_---�-..
DD
BULLNOSE
STAIRS SHALL BE
MIN. WATER LEVEL 3" [NY] R328.4.2.5 CHAIN LINK DIMENSIONS.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 1 3/41NCH(57 MM)SQUARE,UNLESS THE FENCE HAS VERTICAL SLATS
DOWN FROM TOP OF FASTENED AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1 3/4 INCHES(44 MM).
OF NON-SLIP COPING POOL
DESIGN TO CODE [NY] R328.4.2.6 DIAGONAL MEMBERS.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS
(�•) � � SHALL BE NOT GREATER THAN 13/4 INCHES(44 MM).
RETAIN STORM WATER RUNOFF (3) #3 BARS + ?: + !; 6" FROST PROOF TILE BAND
PURSUANT TO CHAPTER 236 ' CONTINUOUS GRADE . r.' [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
BEAM ALL AROUND �. . r.. •i
R328.4.2.7.3.
OF THE TOWN CODE. ' S ' TIES 12" O.C.
UNDERWATER PROVIDE 2 MAIN DRAINS PNEUMATICALLY APPLIED CONCRETE [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
POOL LIGHT WITH STRAINER (VGB t
` SHALL OPEN OUTWARD,AWAY FROM THE SWIMMING POOL.
(TYP'•) SAFETY ACT APPROVED #3 BARS 0 12" O.C.
DRAINS) VERTICAL AND HORIZONTAL [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
' SKIMMER
ACCORDANCE WITH THE FOLLOWING:
WALL THICKNESS DIRECTIONAL INLET 3.0' 1. WHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE ACCESSED FROM THE OUTSIDE OF THE BARRIER AND ARIE NOT OF THE SELFLOCKING TYPE,SUCH
VARIES 6" TO 8" ! . i• MECHANISM SHALL BE LOCATED NOT LESS THAN 54 INCHES(1372 MM)ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
POOL PLAN. (6" MIN.) !`� MARBLE DUST FINISH 2. WHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE OF THE SELF-LOCKING TYPE SUCH AS WHERE THE LOCK 15 OPERATED BY MEANS OF A KEY,AN ELECTRONIC
OPENER OR THE ENTRY OF A COMBINATION INTO AN INTEGRAL COMBINATION LOCK,THE LOCK OPERATION CONTROL AND,THE LATCH RELEASE MECHANISM SHALL BE
SCALE: 1:4 RADIUS VARIES LOCATED NOT GREATER THAN 54 INCHES(1372 MM)ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
NOTE:
12" RADIUS ROUNDED CORNERS 3. AT PRIVATE POOLS,WHERE THE ONLY LATCH RELEASE MECHANISM OF A SELF-LATCHING DEVICE FOR AGATE IS LOCATED ON THE POOL AND SPA SIDE OF THE BARRIER,
� . . • (SHALLOW END)
THIS IS A NON-DIVING POOL.USE OF #3 BARS 0 6" O.C. IN RADIUS :.1 5.0' (MAX.) RADIUS ROUNDED THE RELEASE MECHANISM SHALL BE LOCATED AT A POINT THAT IS AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE.
DIVING EQUIPMENT IS PROHIBITED. AND VERTICAL WHEN WALL , t. 1 CORNERS (DEEP END) [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
HEIGHT EXCEEDS 5' t SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
(ALTERNATE BARS) #3 REBARS - 12" ON
PROVIDE FULL IDEPTH CENTER EACH WAY IN [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
7¢" EXPANSION JOINT . /_7.! MIDDLE OF SLAB (FLOOR) 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
& SEALING AT .. . .. 1 MET:
DECK/ COPING
t, 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
21.0' 8.5" 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
PROPOSED DECK 8"SLAB 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
BY OTHERS SKIMMER ON WATER HEARD THROUGHOUT THE:HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SYSTEM
6" FROST PROOF OPPOSITE WALL LEVEL WALL
SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM'FOR A SINGLE OPENING.DEACTIVATION SHALL
TILE BAND
(TYP.) ALL SECTION LAST FOR NOT MORE THAN IZ SECONDS.
_ NOT TO SCALE 1.2. OPERABLE WINDOWS PROVIDING DIRECT ACCESS TO THE SWIMMING POOL,HAVING A SILL HEIGHT OF LESS THAN 4$INCHES ABOVE THE INDOOR FINISHED FLOOR IN
. .I 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
LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES(1219 MM)ABOVE THE FLOOR.OPENINGS INOPERABLE WINDOWS WHICH PROVIDE DIRECT ACCESS TO THE
,111-1 I 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.
-111I 0 .,
- 4.0' INLET -III I : MINIMUM STEEL REBAR COVER REQUIREMENTS 1.3. WHERE THE DWELLING OR ACCESSORY STRUCTURE IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE ALARMS SHALL BE PROVI
DED AT EVERY DOOR
II11II 5.0 . • _ _
-I I •,. ' • " • 1(� WITH DIRECT ACCESS TO THE SWIMMING POOL.
COVER FROM SOIL TO STEEL:3" 2. OTHER APPROVED MEANS OF PROTECTION,SUCH ASSELF-CLOSING WITH SELF-LATCHING DEVICES,SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS
COVER FROM POOL WATER TO STEEL 2"
-III III=11 =
#4 REBAR THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
12 O.C.E.W. GENERAL NOTES: [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 I f-III-I i ICI I I - III-III-I _ _ i=1 11=III = i I I-III-I i I-B I I-III- (TYP. 0 STEPS) 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
1 l-1 I-I 1-I I -I I-I I-1 l 1I I I i `i =I ', _�iI I I I ICI I I�1 I 1 - I I�I I I-==1 I-=111 E I# 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2025 NYS LOCATED 48 INCHES(1219 MM)ABOVE THE THRESHOLD OF THE DOOR.
1-! I�_ I I_I�)I. I I UNIFORM FIRE PREVENTION AND BUILDING CODE, INCLUDING THE SPECIFICATIONS IN [NY] R328.4.2.8.2 MULTIPLE DWELLING WALLAS A BARRIER.A WALL OR WALLS OF A MULTIPLE DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THERE IS NO
-11 ICI 1 I..�1 I 1-'` ;'= I I I�I I I- : -III-�-III=�I 6 MIN. '-1�� I,
_ SECTION R328.
' I ! I COMPACTED DIRECT ACCESS FROM THE:DWELLING TO THE POOL.
I i- 11a•.--• I GRAVEL 2. SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL,SITE
UNDISTURBED SOIL. ' =111=1 11=I' UNDISTURBED SOIL, GRADING AND DRAINAGE FOR PROPERTY. [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
COMPACT BLASE TO 95% 8» CONCRETE I I -�' 3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL LAYOUT ONLY. TOP OF THE POOL STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER
MODIFIED PROCTOR SEE �11,_,_I�(-- COMPACT BASE TO 95%
( FLOOR (TYP.) 2 MAIN DRAINS WITH MODIFIED PROCTOR (SEE 4. PROVIDE TWO IS WITHIN FOUR FEET ADDITIONAL P BOTTOMOOL STATIC VALVES IF RECORD HIGH GROUNDWATER 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:
STRUCTURAL NOTE THIS HYDROSTATIC REUEF STRUCTURAL NOTE THIS
SHEET) VALVES AND SHEET) 5.A DEEP END SWIM-OUT SHALL BE PROVIDED TO CODE. 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
COLLECTOR TUBE IN REMOVED,ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER(102 MM)SPHERE.
GRAVEL BASE 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.
[NY] 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
SECTION A-A. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
SCALE: 1:4
EXCEPTIONS:
1. 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.
[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 1/2" TO WASTE NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
� � I DANGER:DIVING MAY �,.
HAIR & LINT STRAINER [NY] R328.6.2 ALARM ACTIVATION.POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING
RESULTlkS.RlaLS PUMP
WHERE IT IS MONITORED.
INJURY OR DEATH. ..
Signage must be permanantly attached FILTER AUTO SKIMMER [NY] R328.6.3 PROHIBITED ALARMS.THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION.
around the perimeter of the pool.
1. -
DUAL MAIN DRAINS - -
POOL WITH HYDROSTATIC NO. DATE DESCRIPTION
BACK TO VALVES AND BY
POOL COLLECTOR TUBE IN OWNER: PROPOSED SWIMMING POOL
GRAVEL BIASE OSTOWSKI
22495 MAIN ROAD FOR
ORIENT, N.Y. 11957 22495 MAIN ROAD
SCHEMATIC PIPING ARRANGEMENT APPLICANT: SITUATED ATosTowsKl ORIENT
NOT TO SCALE 22495 MAIN ROAD TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
NOTES:
ORIENT, N.Y. 11957 S.C.T.M. DISTRICT 1000, SECTION 18, BLOCK 01, LOT 14
1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY.
2. POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY WITH ANSI/ STRUCTURAL NOTE:
CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL.A
NSPI-S 2003 REQUIREMENTS. QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. H M ENGINEERING, P.C.
GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED.
P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
THESE PLANS,SPECIFICATIONS, & DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE PHONE (516)476-5392
AND PROVIDE PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR EMAIL: HMARNIKA@HMENGINEERINGPC.COM
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 C/ l
SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF RECORD,WHETHER OR NOT TR E C TES HAVE ESIGN DRAWN BY: HM
WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. THIS PROF SIO ALS RAISED SEAL AND DATE: JANUARY 17,2026 WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE SIGNAT RE IN BLUE.CERTIFIED ONLY DRAWING NO.:
COPYRIGHT ACT, 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL TO 22495 MAIN ROAD
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. ORIENT, N.Y. 11957 S-101
P.E. SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF