HomeMy WebLinkAbout51686-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
OKI
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#: 51686 Date: 02/26/2025
Permission is hereby granted to:
Brandon Von Feldt
370 E 76th St Apt B1703
New York, NY 10021
To:
Construct an inground swimming pool accessory to an existing single-family dwelling as applied for.
Pool and pool equipment must be located within the building envelope designated by the planning
board subdivision site plan.
Premises Located at:
365 Jasmine Ln,Southold, NY 11971
SCTM#70.4-6.3
Pursuant to application dated 01/14/2025 and approved by the Building Inspector.
To expire on 02/26/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
r Telephone (631) 765-1802 Fax (631) 765-9502 htt s.// mow sout��liolcito hiiii,::
Date Received
PL C T ION F R BLJR DING PERIVIII
For Office Use Only
PERMIT NO. „ 5 ! 1DO(O Building Inspecta� I
t e
Applications and forms must be filled out in their entirety. Incomplete .
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Brandon Von Feldt SCTM# 1000- _7p -
Project Address:365 Jasmine LaneSouthold, NY 11971
Phone#:612-227-7941 1 Email:vonfeldt@gmail.com
Mailing Address:365 Jasmine LaneSouthold, NY 11971
CONTACT PERSON:
Name:Reed Communiello
Mailing Address:1740 Church Street Holbrook NY 11741
Phone#:631-431-0498 Email:permits@sweeneyspoolsvc.com
DESIGN PROFESSIONAL INFORMATION:
Name:HM Engineering, P.C.
MailingAddress:P.O. Box 914EaSt Northport, N.Y. 11731
Phone#:516-476-5392 Email:hmarnika@hmengineeringpc.com
CONTRACTOR INFORMATION:
Name:Sweeney's Pool Service, Inc.
Mailing Address:1740 Church Street Holbrook NY 11741
Phone#:631-431-0498 Email:kenneth@sweeneyspoolsvc.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑NewStructure ❑Addition ❑Alteration _❑Repair ❑Demolition Estimated Cost of Project:.
(]other in-ground pool $50,000.00
Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes ®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 El No IF YES, PROVIDE A COPY.
Check Box AfterReading: 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 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
ation Submitted
ted By(printname):Reed Communiello 9RAuthorized Agent ❑Owner
Signature of Applicant: % � -µ "� � Date: Z (o — 2 Lf
STATE OF NEW YORK)
SS:
COUNTY OF
Reed Communiello being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Authorized Agent
(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 LA
ml x.r , ZD
Notary Public
ALLISON MICHELL.E GOLDSMITH
NOTARY PUBLIC,STATE OF NEW YORK
Re ietration'No.01,G062517091 µ ) ° )� 1
Qualified in Suffolk County
III IVYmm�
ComMMW resNovember21,2o27'!(Where the applicant is not the owner)
Brandon Von Feldt residing at 365 Jasmine Lane Southold
NY 11971 do hereby authorize Reed Communiello to apply on
my behalf"to Ise Ttwn of Sou Gild ilding Department for approval as described herein.
Owner's Signature Date
Brandon Von Feldt
Print Owner's Name
2
Suffolk County Dept of
Labor,Licensing&Consumer Affairs
HOME IMPROVEMENT LICENSE
Name
KENNETH M SWEENEY
Business Name
This certilles lltatthe SWEENEY'S POOL SERVICE INC
bearer is duly Goensed License Number H-53211
by the County of suffoik Issued: 04/03/2014
W"h4,T. "ery Expires: 04/0112026
Commissioner
This license is the ttrorwIdY of Suffolk County
Cepartrrtertt ct Labor,Licertsin Corr�starrrer li i'ty,
p�sstan of this license does not 6ttara�ttea Its rralldlt�.
Additional 8nsirteees Name
License CaRegarY
H3-Pools/Spas;H26-pooIs and Spas/Certified
HM ENHINEERIN P.C.
P.O.BOX 914
EAST NORTHPORT,NY 11731
TEL:516-476-5392
EMAIL:HMARNIKA@HMENGINEERINGPC.COM
July 26, 2024
Town of Southold
Building Department
Town Hall
Southold,N.Y. 11971
Dear Sir/Madam:
This is to certify that the drainage facilities to be used exclusively for the construction of a swimming pool
on the premises of:
Von Feldt Residence
365 Jasmine Lane
Southold,N.Y. 11971
will not require draining because the pool is constructed with a vinyl liner. The pool water will be
continuously recirculated through the filter and will be reused from year to year. The drainage from the
filter backwash will be piped to a drywell located on the subject lot and will not interfere with the public
water supply system, existing sanitary facilities, adjoining property owners, public highways or private
roads.
Sincerely,
f M En n ring,P.C.
arnika, P.E.
- r
r� .e .I r.11 id•r?!,r
Tro sev�
G(I:d Of.. 317 At'!;`s;+ Flo':r:tidAi.�?PrlyAt
�A LAME
S `
RwJ21.46'
L-
L�1/9 72'
.,� Cy
1 �k3�r „Ls �Le ;ems:.
.N Q 10 W1d oat
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t
£A-%'�Ir �►�oUL to,
7oa,. ,
N.81 ZO.Wt '
O/F F[O
ACC
MCANP OOAP
AREA = 45,0N sq. ft
CERTW7ED TDr SURREY OF
THE LONG fs AND_SA vas BAW �.
l 'C PROPEI?T S MIM, IVT CORP. OT 2
AWX XWM4Pmam7
prepw" In accordance with I" /*#fftmt A T S D
stawards tv fll#$ surveys as adowarmit �l�
for such ure by The w �� 00pled TOWN O S
Tlt>e Assocllallor� �" �' �
WO-70-01-Pry
The water sW* and sewage dIspasa
systems for this residence will conform SC ' r 2 40"
to the standards of The Suflak County �i
Department of Health Services.
MffCh 1992
Y14 am f
The tocollons of wells and cesspools shown hereon are from field 00#.24,1W I '
observations and or from data obtained from others.
sL+To K CoUNTY DEPARTMENT OF NTH►
FOR APPROVAL OF CONS ONLY ' �
. tIC. NO. 49618
Ira-
DATE S W.NO. 92 SO S9- - ot fto Y P.C.
P. + ,
E-
APPROVED - =t �• sou ' . 11.971 -
r
s �
CAST IRON FRAME & COVER
IF UNDER PAVED AREA FINISHED GRADE
8' MIN. - 12' MAX. 24• x NOTES:
BRICK LEVELING COURSE ��MIN
CONCRETE COVER 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL
PRECAST CONC. COLLAR 2 ' 6' MINIMUM PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND
AS REQUIRED MAX BACKFILLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN.
PRECAST 2. AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE
REINF. CONC. SUBSTITUTED WITH APPROVAL OF THE ENGINEER.
DOME
4'0 PVC 3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS.
MIN. SPER FOOT IM
4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER.
INVER
NON-SHRINK �� 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR
GROUT FULLDEPTH.
3' MIN, SAND 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND
AND GRAVEL AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND,
~ COLLAR (TYP) o
W ALL AROUND " a SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5)
a ti PERCENT.
W PRECAST REINF.
> CONC. LEACHING
U
RINGS
a.
y
W f
\
w W 8' DIAMETER
_i
M�
DRYWELL CALCULATION:
jCL Z ° °. BACKWASH FROM POOL 70 GPM @ 5 MIN. = 350 GAL. (47 CF)
DRYWELL CAPACITY = 1,263 GAL. (168.8 CF)
Z
x z 6' MIN. PENETRATD7N
a c INTO VIRGIN STRATA
GROUND WATER
OF SAND L GRAVEL
DRAINAGE POOL DETAIL
NOT TO SCALE
i
PREPARED FOR:
VONTELDTPESIDENCE
365 JASMINE LANE.
SOU HOLD; N.Y. 1 71
DATE: 07/26/2024
NDTE: HM ENGINEERING, P.C. SCALE: NOT TO SCALE
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED Z SHEET: 1 OF 1
ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE `� P.O.BOX 914,EAST NORTHPORT,NY 11731
EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED, Tel:(516)476-5392 Email:hmemike@hmengineeringpC.com DRYWELL DETAIL
VOI WI UT RAISED SEAL AND BLUE SIGNATURE
I
1:
POOL NOTES:
1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND
BUILDING CODE,TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
PUMP 2.POOL SHALL CONFORM TO ANSI/APSP/[CC 5 STANDARDS R326.3.1.
FILTER TRACK FOR 3.SECTION R326.7 POOL ALARM REQUIRED.
VINYL LINER 4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
RETURN SKIMMER 5.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF
(�•) ( ') VINYL LINER- ° a7 NYS SECTION R403.10:
POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY).
32' FOAM PADDING 3,500 PSI I— SECTION R403.10.1 HEATERS
—
SECTION R403.10.2 TIME SWITCHES
PROPOSED VINYL °• :° CONCRETE I I�I SECTION R403.10.3 COVERS
Ae
10' 3' SWIMMING POOL 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH.
(MIN.) 416 S.F. STEPS v 0�. 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND
16' UNDISTURBEDry SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS.
EARTH 8.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER
11 ,#4 REBAR _
T
(VGB)POOL AND SPA SAFETY ACT.
12' TOP, MIDDLE { 9.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL.
6' sunledge & BOT. 48" 10.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR
LARGE ROCKS).
I I III— 11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
° I I I III ANSI/APSP/ICC 7.
DUAL MAIN DRAINS.WITH c: 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5.
STRAINER (VGB SAFETY I I I DESIGNED13.POOL WALLS ARE NOT FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS
ACT APPROVED DRAINS) 2" BOTTOM I I I WITHIN SIX(6 F ET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER,a
MATERIAL III I I I LODING ADJACENT STRUCTURES.
IMPOSED. ON THE POOL STRUCTURE BY EXISTING OR PROPOSED
16' 16'
_ 14.NO DIVING EQUIPMENT PERMITTED.
POOL PLAN 15.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL.
-III , I I I ( , , I I 16.
T11971AONI YFOR CONSTRUCTION ON PROPERTY AT 365 JASMINE LANE,SOUTHOLD,
NOTE:
THIS IS ANON-DIVING POOL. NOT TO SCALE ,
17.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF
WALL DETAIL 45 BAR DIAMETERS.
18.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,
SCALE: _3/4" = 1'-0" METHODS,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 OUT THE WORK IN ACCORDANCE WITH THIS PLAN.
3'-10" CONCRETE WALL NOTES: `
(SEE SECTION 1.WALLS SHALL BEAR ON UNDISTURBED SOIL
THIS SHEET) 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR.
3" COMPACTED SAND UNDISTURBED
EARTH (TYP.) 1 1/2" TO WASTE
32'
HAIR & LINT STRAINER
PUMP
POOL PROFILE FILTER AUTO SKIMMER
NOT TO SCALE
GENERAL NOTE: -,
ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 POOL
RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. BACK TO
POOL
I
PREPARED FOR: 2 MAIN DRAINS
VON FELDT RESIDENCE SCHEMATIC PIPING ARRANGEMENT
NOT TO SCALE-
365 JASMINE LANE
SO THOLD, N.Y. J. DECEMBER 20,2024-REVISE POOL DIMENSIONS FROM 16'X32'TO 10'X 32'W/6'X16'EL
DATE: 07/26/2024
NOTE: HM ENGINEERING', P.C. SCALE: AS SHOWN
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C.. 1� 7jt3 Z y
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS AREA VIOLATION OF SECTION 7209 OF THE l / I P.O.BOX 914 EAST NORTHPORT,NY 11731 SHEET: 1 OF j
NEW YORK STATE EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Email:hmarnika@hmengirleeringpc.com RESIDENTIAL CONCRETE
V D WIT UT RAISED SEAL AND BLUE SIGNATURE hmamika@hmengir)i�pringpc.com
POOL PLAN
i