HomeMy WebLinkAbout51696-Z of SOU Town of Southold
* * P.O. Box 1179,
�0 53095 Main Rd
COUNT%�,�' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46507 Date: 09/18/2025
THIS CERTIFIES that the building Swimming Pool with Fence- In Ground
Location of Property: 19620 Soundview Ave Southold, NY 11971
Sec/Block/Lot: 51.-3-12.3
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/21/2025
Pursuant to which Building Permit No. 51696 and dated: 02/28/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory in ground swimming pool fenced to code as applied for.
The certificate is issued to: Head of Harbor LI LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51696 08/11/2025
PLUMBERS CERTIFICATION:
s
Au or' ed ignature
�,0aFSO& TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' yb 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#: 51696 Date: 02/28/2025
Permission is hereby granted to:
Head of Harbor LI LLC
2631 Merrick Rd
Bellmore, IVY 11710
To:
Construct an inground swimming pool accessory to an existing single-family dwelling as applied for.
Pool and pool equipment must maintain minimum side and rear yard setbacks of 25 feet.
Premises Located at:
19620 Soundview Ave, Southold, NY 11971
SCTM#51.-3-12.3
Pursuant to application dated 01/21/2025 and approved by the Building Inspector.
To expire on 02/28/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector
SO!/ryol
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Town Hall Annex . Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • 0
Southold,NY 1 1 97 1-0959 'Q a
�yOOUNT`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Head of Harbor LI LLC
Address: 19620 Soundview Ave City: Southold St: NY Zip: 11971.
Building Permit#: 51696 Section: 51 Block: 3 Lot: 12.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Brilliant Electric License No: 40896ME
SITE DETAILS
Office Use Only
Indoor r Basement r Service r Solar r
Outdoor 170 1st Floor F Pool �' Spa 17
Renovation F 2nd Floor 17 Hot Tub F Generator r
Survey rF_j Attic IF
Garage ri Battery Storage (—
INVENTORY
Service 1 ph F Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph F Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO.
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED Exit Fixtures
Other Equipment: Intermatic Pool Panel, Pump 220GF1, Lights 120GF1, Heater, Salt Gen.,
Lights 120GF1
Notes: Pool
-Inspector Signature: X Date: August 11, 2025
Sean Devlin
Electrical Inspector sean.deviin -town.southold.nv.us
19620SoundviewAvePool
O�aOF SOUTyO -
ti �
# TOWN OF SOUTHOLD BUILDING D T.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS: -P P,
DATE << s INSPECTOR
o�apF SOUTyO
# TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [7] R GH PLBG.
FOUNDATION 2ND [ LATION/CAULKIN.GFRAMING/STRAPPING [ L
[ ] FIREPLACE'& CHIMNEY. -[. .],:FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
{ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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'IELD INSPECTION REPORT D TE COMMEN S
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FOUNDATION (1ST) -
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o�suFF°tt�oa TOWN OF SOUTHOLD—BUILDING DEPARTMENT
yz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy�o a�l� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowoy.gov
1�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 1 Building Inspector:
JAN 2 2025
• .
Applicatioris andf.arms must be:fiIled out.in.the'ir.-entirety. Incomplete,
applications.will not.be,accepted. Where the Appiicant is not'the owner;-an
Owner's Authorization form(Page 2)siiall be completed.' ;,
Date: 117
OWNER(S)OF PROPERTY =
Name: C'G2CL_OrK�OI" LI LL C SCTM#1000- —
Project Address:
Phone#: S(�j — 2j Jq Email: +0 L com--
MailingAddress: . .._-
CONTACT'PERSON
Name:
Mailing Address: -UV (( A7 5 -. -
Phone#: 1 T Email:
Gn _u__Z' .Ler•
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
.CONTRACTOR I N FORMATION:
Name: .-
-
MailingAddress d - --V.S._ -._.UN -y_----.r-9.14),
Phone
__-.----_-#_: -E-m_a-_i_l_: a _Y J21?
DESCRIPTION OPPROPOSED;CONSTRUCTION, Y
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
VOther Zn c t�uyH� $ryi»,n-inq boa( $ I p
wi 600
[Will
the lot be re-graded? ❑Yes Ao _ Will excess fill be removed from premises? 211yes El No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
0_Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by.
Chapter 236 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.applicabie Laws,Ordinances or Regulations' 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.
Application Submitted By(print name): `C, prCcudo ❑Authorized Agent Owner
Signature of Applicant: Date:
STATE OF NEW YO
n /
COUNTY OF )
CY L"Gktk Or(Q uofo being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 0(4VV Q
(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 JI��� , 20 2LL2
Notary Public
JADWI AGUE 11 OLECNO, SKA
Notary Public • State of New York
No. OIOLOO19699
Qualified in PROPERTY OWNER AUTHORIZATION I My Comm. Expires fJanolk.10, 028
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zane 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.
0 Cht;Ck:B'bR After,RC'adllld:' The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 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'hereln 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 necessarylnspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Sectlon 210.45 of the New York State Penal Law.
Application Submitted By(print name): Ok& ❑Authorized Agent L]dOwner
Signature of Applicant: Date: I1-7 2)�
j
STATE OF NEW Y0 )
COUNTY OF. )
�y L'Iclk e 0VC040 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual sign-IInng contract)above named,
(S)he is the QG1 VV d
'(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
_jLday of 0lNu A i�--Y ,20 2-,'7 �. o
Notary Public
JADWIGA AGNIESMAOLECHOWS(A
Notary Public•Stale of New York
No. DIOL0019699 County
PROPERTY OWNER AUTHORIZATION My Comlm.ExpiresfJan, , 20128
(Where the applicant is not the owner)
t cho or 4ULe(L) residing at n
do hereby authorize S^cn- (i2s I _ to apply on
my be9q to the Town of southol uilding Department for approval as described herein.
/ Owner's Signature Date
Print Owner's,Name
2
�og�FFO C BUILDING DEPARTMENT- Electrical InspectQ,rA� 202�
TOWN OF SOUTHOLD
o x Town Hall Annex - 54375 Main Road - PO BRx;1:1.79 :..,..
o Southold, New York 11971-0959 :.
4,0 �ao� Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh(cD-southoldtownny.gov - seand(�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: March 6, 2025
Company Name: Brilliant Electric
Electrician's Name: Mushtaq Qureshi
License No.: ME-40896 Elec. email: mqurny@yahoo.com
Elec. Phone No: 51 tp)�-l�_3�3q D I request'an email copy of Certificate of Compliance
Elec. Address.: 20 Pratt Oval. Glen Cove NY 11542
JOB SITE. INFORMATION (All Information Required)
Name: Head of the Harbor LI LLC
Address: 19620 Soundview Ave , Southold. NY
Cross Street: Clark road
Phone No.: 516 474 4752
Bldg.Permit#: BP#50165 ��-Ib CP�� email: Mareno_mario10@yahoo.com
Tax Map District: 1000 Sec i Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
swimming pool
Square Footage: 4500
Circle All That Apply:
Is job ready for inspection?: ❑ YES R] NO ❑Rough in ❑ Final
Do you need a Temp Certificate?: ❑� YES ❑NO Issued On
Temp Information: (All information required)
Service Size�1 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter#
✓❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓Underground[-]Overhead
# Underground Laterals 1 ✓2 M H Frame Pole Work done on Service? MY ✓ N
Additional Information:
PAYMENT DUE WITH APPLICATION
0 _
�;n ' O-�SUF �� ��I[\wAk T]E]EL
Scott A. Russekl �'7C'�0�]E I
$
SUPERVISOR MANAGEMENT
z
SOUTHOLD TOWN HALL-P.00SgiY179 - O Town of Southold
53095 Main Road-SOLVMOLr3,NEW YORK 11971 �1 �3(y
CHAPTER 236 - STORM'WATER MANAGEMENT REFERRAL FORM
is! ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
i ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
-- - -- - - - - _ - - - - - - - - - - - - - - - - - - - - -- .i:
APPLICANT: (Property Owner, Design Professional, Agent, Conti ctor Other)
NAME: C h S 4,do Date: 1
Z 3 ..
15yiianu ce .
Contact Information:
ii.-Mad 8 lelephnne N„mhe.1
Property Address / Location of Construction Site:_
S.C.T.M. #: 1000
Di;trlct
Section Block of
I
6b.iLIPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
® - Area of Disturbance is less than I Acre No S.P.D.E.S. Permit is Re un-ed i
` - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required !
Area of Disturbance is Greater than I Acre &Storm-m ater Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N Y S DEC Prior to issuance of a Building Permit._
[] Arca of Disturbance is Greater than I Acre& Swrm-v\arPr Rnnnff Flows Through Southold
Towns MS4 Systems to Waters of the State of Ne\, York, THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town Engineering Department
Prior to Issuance of a Building Permit.
• Rey iem•ed By:
i '"" -1 Date;
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SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY,N.Y.
TAX MAP NO.:1000-051.00-03.00-012.003 axEscr
LOT AREA:80.038.20 S.F.(1.837 ACRES)
F
DATE SURVEYED:MAY 16.2023
SET STAKES:FEBRUARY 2B,2024
SET
FOUND.STAKES:MAR.25.2024
FOUNDATION AS-BUILM NOV.15.2024 9
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DESCRIBED PROPERTY
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TOWN OF SOUTHOLD
SUFFOLK COUNTY,N.Y. 5
STAKE SET
TAX MAP NO.:1000-051.00-03.00-012.003
LOT AREA:80,038.20 S.F.(1.837 ACRES)
DATE SURVEYED:MAY 16,2023
SET STAKES:FEBRUARY 28,2024
SET FOUND.STAKES:MAR.25,2024
FOUNDATION AS-BUILT:NOV.15,2D24 e
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-ELEVATIONS REFER TO NAVD88
Certified only to:
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Islandia,NY p D
631-234-702331
ao 1 b
January 15,2025 I ��`3'J o�
Mr.Michael Orlando - 111619 ,
19620 Soundview Ave.
Southold,NY
M.Orlando(&aol.com
516.238.3946
Gunite Pool Contract
(20'x 40'Rec Shape;3 1/2 to 8'Deep with the Following
• (1)Filter—Earth or Sand • (1)Deep End Bench
• (1)1 HP Pump • Engineering Plans
• (2)Skimmers • (1)400,000 BTU Heater
• (3)Adjustable-Flow Returns • (1)40K Salt Generator w/Initial Salt Application
• (1)Set Antivortex Main Drains • (1)Jandy RS4 Automation
• (3)Underwater Lights(LED) • (1)Loop Loc Super Dense Mesh(Green)Cover
• (2)Valves • Vacuum Head,Vac Pole,Vac Hose,Wall Brush,
• 2"Rigid PVC Pipe Test Kit
• 10"Gunite Beam;%"Steel Rebar • Rope&Floats
• Auto Fill • Startup Chemicals
• Coping—by Others • Sweep Line
• Tile Band—6"Row Ceramic • Rough Grade 5'Around Pool
• Marble Dust—White or Grey All Fill Removed
(1)Steps in the Shallow End
* Electric or gas hook-up is not included in this contract. Dry well(if required by the town)is not included in this contract.
Pool alarms,railings,and ladders are not included in this contract. Permit Fee(if applicable)is not included.
TotalPool Total ...............................................................................................................................$99,600.00
Gunite Pool Payment Schedule
Payment Due upon Signing $ 9,960.00
Payment Due Upon Excavation $ 12,948.00
Payment Due When Steel Installed $ 13,944.00
Payment Due When Pool Gunited $ 32,868.00
Payment Due When Filter Equip is Installed $ 14,940.00
Payment Due When Tile is Installed $ 6,972.00
Payment Due When Marble Dust is Installed $ 5,976.00
Payment Due at Startup of Filter/Completion $ 1,992.00
Total: $ 99,600.00
If water is encountered,the charges will be$3,000.00 plus gravel.
This contract is subject to Sea Crystal Pools,Inc.Management approval.If it is not approved by Sea Crystal Pools,Inc.
Management,the full deposit may be refunded. You,the Buyer,may cancel this transaction at any time prior to midnight of
the third business day after the date of this transaction
Due to the inherent nature of dyed cement,grey marble dusted swimming pools will have a modeled finish to them,
uneven shading,&color variation. By signing below,you acknowledge/agree with this statement.
The conditions of contract contained on the reverse side are part of this agreement.Read the conditions of the contract on the
reverse side before signing this agreement below. (� LL C
Accepted MCA 1 OP (� 4P Sea Crystal Pools,Inc.
Accepted (�1 ar onj, B Owner's Phone S� b 3 —3 Date Submitted f/
f [z
200 Blydenburgh Rd. Ste#4 Islandia,NY 11749
631-234-7025 fax#
www.seacrystalpools.com
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APPROVED AS NOTED
DATE: RS-5 B.R#!' 51
sY COMPLY WITH ALL CODES OF
FI LI D 0. 00 NEW YORK STATE&TOWN CODES
NOTIFY BUILDING DEPARTMENT AT REQ IRED AND CONDIIT+IIONS OF
631-765-1802 8AM TO 4PM FOR THE SWMMB
FOLLOWING INSPECTIONS: IVNPlANNUNGI OW
FOUNDATION-TWO REQUIRED }glDTOVVNTAES
FOR POURED CONCRETE !l.YIN
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C-O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW ELECTRICAL
YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED
DESIGN OR CONSTRUCTION ERRORS
"IMMEDIATELY"
ENCLOSE POOL TO CODE
Upolq
BEFORE WATER COMPLETION"
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
I
POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS
TEMPORARY BARRIERS R326.4.1:
1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,
MAIN DRAIN UNE TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL REMAIN IN
TO FILTER 2. POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1, PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
SKIMMER 3.SECTION R326.7 POOL ALARM REQUIRED. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH
(TYP. OF 2) 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. FACES AWAY FROM THE SWIMMING POOL.
5.POOL SHALL COMPLY WITH BARRI ER REQUIREMENTS SECTION R326,4. 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF
6. POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION THE FOLLOWING PERIODS:
/� R403.10: A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL;OR
'�✓' S POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
I t I 1
SECTION R403,10A HEATERS
SECTION R403,10.2 TIME SWITCHES PERMANENT BARRIER R326.4.2:
SECTION R403.10.3 COVERS
1 / 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST 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 AWAY
12" POOL WITHIN LIMITS OF THE EXCAVATION,IF GROUND WATER EXISTS WITHIN U BELOW GRADE SPECIAL FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER THAN 2 INCHES
COPING DEWATERING FACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. (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
UNDERWATER 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND V OF DEEP END. 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
UGHT TO CODE 9. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,500 PSI @ 28 DAYS. POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2,3.
PROVIDE 2 MAIN DRAINS WITH (TYP-) 10.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF 45 BAR 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION
STRAINER (VGB SAFETY ACT DIAMETERS. TOLERANCES AND TOOLED MASONRY JOINTS,
11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS
APPROVED DRAINS) 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN
WEATHER.PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,
i }} 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH.
` SPA SAFETY ACT. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS
14. NO DIVING EQUIPMENT PERMITTED. 1S 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 MM).WHERE THERE ARE DECORATIVE
15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH.
16.SUCTION 22.0' PROPOSED GUNITE 17. THIS PLAN IS LETS SHALL BE DESIGNED AND INSTALLED IN FORCONSTRUCTION ON PROPERTY AT 19620 OUORDANCE WITH ANSI/APSP/ICC 7. 5.MAXIMUM NDV SOUNDVIEW AVENUE,SOUTHOLD,N.Y. BOTTOM WHICH ESH SIZE REDUCE TOHE OPENN LINK FENCES SHALL BE A 2-1/4-INCH INGS TO NOT MORE THAN 1?3/4 INCHES(44 MSQUARE UNLESS THE FENCE HAS SLATS FASTENED A?THE TOP OR THE
SWIMMING POOL 11971 ONLY.THE SUBJECT PROPERTY IS CURRENTLY IDENTIFIED AS S.C.T.M.:1000-051-03-12.3. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER
5.0' 18.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, THAN 1-3/4 INCHES(44 MM).
20.0' 800 S.F. TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS:
A MARBLE DUST THROUGHOUT A ALL MEANS AND METHODS OF CONSTRUCTION. 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE
STAIRS T^v CODE 19.IF SITE CONDITIONS DIFFER FROM THIS"PLAN,IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO POOL.
(COLOR TO BE DETERMINED) (SHAD- BE OF CONTACT HM ENGINEFRING,P.C. BEFORE ANY CONSTRUCTION BEGINS, 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE)AND
NON-SUP DESIGN) AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 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 NOR THE BARRIER SHALL HAVE
ANY OPENING GREATER THAN 0.5 INCH I'
7.3. AL (
L THE GATES SHALL BE SECURELY LOCKED WITH
H AKEY,COMBINATION OR OTHER CHILD ROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE
SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE BARRIER
REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2,6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING
BENCH/SWIM-OUT TO WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE AUDIBLE ALARM
CODE INLET SHALL ACTIVATE WITHIN 7 SECONDS AND 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
(TYP. OF 3) AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,
1< } TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE 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
POOL DECK TO SLOPE 12' 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS THE
AWAY FROM POOL 2% WATER LEVEL 3" DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
MiN, BULLNOSE DOWN FROM TOP OF
COPING POOL 8.1 ALARM DEACTIVATION SWITCH LOCATION,WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE
+ ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH
40.0' a. +' a f. +
SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR,
(3) #4 BARS 6" FROST PROOF TILE BAND
CONTINUOUS GRADE .. 9, WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE
BEAM ALL AROUND „�1.• . STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF
TIES 12 O.C. PNEUMATICALLY APPLIED CONCRETE SECTIONS R326.4.2.1 THROUGH R326.4.2,8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
42.0'
#4 BARS 0 12" O.C. + " + A 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE
VERTICAL AND HORIZONTAL + '' SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR
DIRECTIONAL INLET 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.
WALL THICKNESS
VARIES 6" TO 8"
: 3.5' TO 8.0' ENTRAPMENT PROTECTION R326.5:
t' .:
(6" MIN.) MARBLE DUST FINISH SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC
NOTE: POOL PLAN RADIUS VARIES VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER
THIS IS ANON-DIVING POOL. USE OF SCALE: 1/4" = 1'-0" 12" RADIUS ROUNDED ENTRAPMENT.
DIVING EQUIPMENT IS PROHIBITED. #4 BARS 0 6" O.C. IN RADIUS t ; CORNERS 1,SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,
AND VERTICAL WHEN WALL WHERE APPLICABLE.
HEIGHT EXCEEDS 5' 1'` ' #4 REEIARS - 12" ON
(ALTERNATE BARS) ` CENTER EACH WAY
;�i + (FLOOR) SUCTION OUTLETS R326.6:
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 PROTECTED AGAINST USER
ENTRAPMENT.
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)
8.5„ DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM.
__F8"SLAB 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE
42.0' 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:
PROVIDE FULL DEPTH " 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR
40.0 EXPANSION JOINT & SEAUNG WALL SECTION 2.AN APPROVED GRAVITY DRAINAGE SYSTEM.
AT DECK/ COPING (TYP.) NOT TO SCALE 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL
BULUNOSE OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS,THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM
COPING SIMUTANIOULSY THROUGH AVACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS,
Tom'• RETURN (TYP.) SKIMMER
5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT MORE THAN
OPPOSITE WALL (TYP.) PROPOSED DECK BY GENERAL NOTES: 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER.
OTHERS
1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL SWIMMING POOL AND SPA ALARMS R326.7:
COMPLY WITH THE 2020 NYS UNIFORM FIRE PREVENTION AND
BUILDING CODE, INCLUDING THE SPECIFICATIONS IN SECTION APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED
_ _ - _ -_ _ _ R326. WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE
- 2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED
• ;i:••••--•• : INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
I _ SWIMMINGPOOL, SITE GRADING AN DRAINAGE FOR EXCEPTIONS:
WATER LEVEL O _;..:,,'; {";" ..1.,.; : PROPERTY. 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346,
}-•"-}3 I }:,, ;,I"I 6 "' 'E 1€ 3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
BOND BEAM::
LAYOUT ONLY. POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S
4.PROVIDE TWO(2)ADDITIONAL HYDROSTATIC VALVES IF
}1} i GROUNDWATER I INSTRUCTIONS AND THIS SECTION.
8.0 3 : :,I(.f..,...j I S WITHIN FOUR FEET OF POOL THE WATER AT ANY POINT ON THE SURFACE OF THE
R326 7 1 MULTIPLE
I.,_". :-` U ALARMS A P
OOL
M MUST BE CAPABLE
F DETECTING ENTRY
, ,_ ., .. . .. . .-. ..,,:.w... . ..`,.,-;"y'..,"µ''! ' .,.,. BOTTOM.
._....;:•_ .. �^,•,.j,,,.r,.�....,,,.�;,,„j,�.�„�,,,,,,y..;,,,�-.zv;<,;:,,,,.:,,,;,,,,; , ;;;,,,,,�..,y:., ..;::,:.,,„.�:,,.m ,.,,� ;,,,.s . .:, '.�' : :.. -' �:,£ NECESSARY TO PROVIDE E DETECTION CAPABIOLITY AT EVERY POINT ON INTO
THE SURFACE OF THE SWIMMING
, ,aa,,...,:• :.:..: : .... ... �-�. ., , .,,� _.;€: .. .�-•--,,.. _ - S G POOL MORE THAN ONE
}",-„•.,,} " ;,,,,F ..,. .. .. .:_'�.:.: i i'^"�• � 3 j "'• .i;L.. ..- 5.A DEEP END SWIM OUT SHALL BE PROVIDED TO CODE. '
8 CONCRETE -•- �. €:_.._ !_....._s= _ .€ .,....._.... ; .. ...,: ...,__.. _._,. : ; ,:.,..:::.i I :::.;: E:.:::..::..: ::.: REBAR POOL SHALL BE PROVIDED.
•....... ,t-- FLOOR TYP. "> ::'.:.`: _) >_.._... ;. _d ;____I:;_..,__t {.........: :. .... :........._; ; ..,,,,.,€} m'-:,`::.::i(i':`::::.:.i'i'':::..... !I::::::::'12 O.C.E.W. R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WA AND
L.__,.._;.^.{•;• ? .i.:.-,., ; €....,...;+; ._. £ i.........;}£.. ...I; .... }L.,...,,..€; .__.....'� } .........^I 0 TER SHALL SOUND POOISIDE AND INSIDE THE
I I:; ® STEPS DWELLING,
R326.7.3 PROHIBITS ALARMS.f--•- f -••••• . D A S. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION
;_,_..; }€: 6 MIN. -
../� ;r�_ ;.,,...,...,}1,..._.�F!;..",,,;( .. 1 7„,•„„�„i .".,M�I "f ., ,...3 I i• '}I i ,.,m,l}
} E ' .:< ' {'. ,i;. ...4€ ,.E.,.�._ COMPACTED
. ....... . „ GRAVEL ?.{; .....
UNDISTURBED SOIL, COMPACT BASE
TO 95% MODIFIED PROCTOR (SEE
STRUCTURAL NOTE THIS SHEET
„_. €. _2 MAIN DRAINS WITH
- �'-'j° -- _ ( ( I HYDROSTATIC REUEF
VALVE AND COLLECTOR
TUBE IN GRAVEL BASE
0.5' 10.0' 14.0, 1 S.0' -�-- - 0.5'
NO. DATE DESCRIPTION BY
OWNER: PROPOSED SWIMMING POOL
SECTION A--A 1 1/2" TO WASTE HEAD OF THE HARBOR LI LLC
HAIR & LINT STRAINER 19620 SOUNDVIEW AVENUE FOR
SCALE: 1/4" = 1'--0" PUMP SOUTHOLD, N.Y. 11971 19620 SOUNDVIEW AVENUE
FILTER AUTO SKIMMER HEAD OF THE HARBOR LI LLC SOUTHOLD
-2
19620 SOUNDVIEW AVENUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
-2 MAIN DRAINS WITH POOL HYDROSTATIC VALVE SOUTHOLD, N.Y. 11971 S.C.T.M.: DISTRICT 1000, SECTION 051, BLOCK 03, LOT 12.3
BACK TO AND COLLECTOR TUBE
POOL. IN GRAVEL BASE
STRUCTURAL NOTE:
HM ENGINEERING, P.C.
� �i--
CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL.A P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED.
GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION,A SOIL BORING WAS NOT PROVIDED. PHONE (516)476-5392
SCHEMATIC PIPING ARRANGEMENT Email: HMARNIKA@HMENGINEERINGPC.COM
NOT TO SCALE j
THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE lis, DRAWN BY: HM
NOTES: PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY (f 6 (((
1.ALL PIPING SHOWN I5 FOR SCHEMATIC PURPOSES ONLY. SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT DATE: JANUARY 18,2025 DRAWING NO.:
2.POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF TRU COPIES HAVE DESIGN PROFESSIONALS
WITH ANSI/NSPI-5 2003 REQUIREMENTS. RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENTAND ATTACHMENT IS CARRIED TO COMPLETION. AISED SEAL AND SIGNATURE IN BLUE S,,"101
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT,
17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL
EXTENT OF THE LAW, SHEET NO.: 1 OF
P.E.SEAL AND SIGNATURE SCALE: AS SHOWN