HomeMy WebLinkAbout50673-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
a
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#: 50673 Date: 5/14/2024
Permission is hereby granted to:
S anos, James
?.........___...__...................w�. _.._...k_.
POBOX 777 _ __._. . . ._..... .......................................................
Cutchoc ue,HNY.11935 ..................
To: construct accessory in-ground swimming pool as applied for. Pool equipment must be
located in the rear yard with minimum 10' side and rear yard setbacks.
At premises located at:
450 Main Sty,Green ort ............w........................................._...._.._.._.._...._....._...._.... ................................... ....�.
SCTM # 473889w�_
Sec/Block/Lot# 34.-3-21
Pursuant to application dated __ 3/11/2024 and approved by the Building Inspector.
To expire on 11/13/2025.ww
Fees:.
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
--
Total: ...................w......_......$.400.00
Building Inspector
r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 ltltl s L101 ��,Rtown L ;g
Date Received
APPLICATION R BUILDING PERMIT
UEll-
For Office Use Only E'
PERMIT NO. Building
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: SCTM # 1000-3L — Z 0
Project Address: 41CO r , ILIV
Phone#: J Email.
Melling Address: ►� _ -,, ! ._.,.,.._ ... _..
CONTACT PERSON:
Name: ,
Ct j M v L
Mailing Addres . 00
Phone# . r—46 Email: CA.,
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: t4or g
Phone#: � Email;
..
CONTRACTOR INFORMATION:
Name: 0
, -
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New St cture ' IAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project.:
❑Other
Will the lot be re-graded? ❑Yes o 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 ❑No IF YES, PROVIDE A COPY.
❑ Check BoX After Reading:-,,The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of thq Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
rdlno ofi � p of SWhold,Suffolk,county,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings,
a6 tlbos,alta`#'aria or for'removal or demolition as herein described 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 pursuantto Section 210AS of the New York State Penal Law.
Application Submitted By (print name 6e,440_ I 67 ElAuthori ed Agent wrier
Signature of Applicant-
Date: / 12,2 �
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary Public,State of New York
No.01BU6185050
COUNTY OF ) Qualified In Suffolk County
Commission Expires April 14,2
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
I
i day of 2 �
Notary Public
PROPERTY MAINER AUTHORIZATI
(Where the applicant is not the owner)
residing at
_w 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
PROPOSED 2 STY FRAME DWELLING 24-43
LOT AREA = 21,468 SQ.FT. 0.493 ACRES WITH 4 BEDROOMS
DATUM NAVD 1988 1st fl = 1,506 SQ. FT.
12.5' = existing elev. 2nd f[ = 1,415 SQ. FT. —
TOTAL = 2,921 SQ. FT.
GARAGE = 518 SQ. FT.
COVERED PORCH = 52 SO. FT.
MAP OF CHAMPLIN
0 LOT NUMBER 36 I
LOT NUMBERI LODT NUMWaL/WEU N 29
BER
29 28 LOT UMBER
W owEu./WEU
DISTANCE TO WELLS GREATER THAN 200.
O.6'E S 23*23'40"E 134.37' chain link fence
a' fc 0 I'S fc 0.1'E fc 1.5'E fe 3.5'E fe 0.3'E
C-1 Gi 9 . man
man tenca 9.5' 'fe O.O'E
o 0.2S
C14
24' wd stockade fence
ZO
04
PROPOSED POOL nto
fe 0.2'N 20'.40'
fd man
c OJIS fe 0.6's a.
wd laidin
Vpand. 41
3.
4j 44.
�i
vi 23.5
�o PROPOSEDGAR 9
2 STY
FR
Mason 7.
24.0'
LLI 4tox3 35' 0
cove ed Q_
OL porc
test
Q. hole
proposed driveway
cA
0.01N f man 1.0's 134.34'
[.11&76' f,0_5'E 1,S 11.2' fc MXE
fd pip.
801D N 123'41 1 30"W 134..34' a pole
conc. curbing
+ MAIN STREET +
12.5 11.7*
10
existing water main
c FLAGGING NOTE:
#9 9-28-2023
SHAWN M. BARRON, M.S.
FLAGGING DELINEATED AND FLAGGED THE FRESHWATER WETLAND BOUNDARYS
"IX #8 FLAGGING
NOTE: X_#7 FLAGGING
#6
Location of water mains xl�
&adjoiners water supply
by others and are not
guaranteed. FLAGGING
Y\#5
FLAGGING FLAGGING
X.14 '#3
TEST HOLE by FLAGGING
McDONALD GEOSERVICES X<
FL
DATE: 9/27/2023 AAGING
TEST HOLE = 125 3-23-2024 REVISED PROPOSED DWELLING and SHOW PROPOSE POOL
0 Brown Silty Sand THE Off=(OR"'Ams"e)w"Name" FROM THE SMCWM M THE
PROPERTY UNZ ARE FOR A SPECIFIC PURPOSE AND USE AND 1HEREPURE ARE NOT F
2' .SM MENDED TO PLXMr WDE THE S=MN OF FENCES.RE WA US,earns,PATK6, JOB No. 23-1 Ell FILE No. 1085
NWM,ADMION To MUNCE OR ANY OMER CONSINUCTION. SURVEYED FOR EVAN YERASIMOU
UNMMORrZM ALTWAN OR AMMN TO DRS WINEY IS A VIVAIM OF SECTION
7209 OF WE NEW YORK STATE EDUCATMN LW
M,RMTIB INWAM H"SHALL RUN ONLY M THE PERM FOR W14M THE
Pole brown fine to SURVEY IS PROWM).AND ON NIS DOWY To ME WRX COMPAtM 000MMENTAL SITUATED AT GREENPORT
AGENCY AND UZNDWG 1115MUTION 12DED HEkEDN,AND M WE ASSIGNEES OF THE
course sand SW LOW=KSff"M.CARWOS ARE NOT 790-EIVRE To AMMOM INEUMM TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
OR SUBSEDUEW OWNENS.
COPIES OF IM SURVEY MAP NaT SEWNG THE UV40 SURVEYORS INKED SEA.OR SCALE 1 40' DATE 10-09-2023
qMSSED SEA,SJML Nor BE CONSMENED TO BE A VA ME COPY.
FILED MAP No. DATE
CERTIFIED ONLY TO: TAX MAP No.1000-34-3-21 DISK 2023
10.9' HAROLD F.TRANCHON JR. P.C.
LAND SURVEYOR
Water in pole brown P.O.BOX 616
to coarse sand SW
17' 1866 WADING RIVER—MANOR RD.WADING RIVER,
COMMENTS: WATER ENCOUNTERED 10,31 fs. A C NEW YORK, 11792
BELOW SURFACE N,Y.i IC��No.048992 631-929-4695
F.TRANC�HON A KNN .No.2115—E
nvs
Ls�s
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0" 40'-0" 0"
POOL PUMP HECK VALVE
NON-SLIP WALKWAY BY OTHERS ""
2'-4 Q
v °4 v v °4 v �- oa v '. � v ellO
a .p a .D d .D c' a d .p . c' a d .D •I
COPING BY OTHERS
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a TO 4" +LINE 't,,'-,'
a a W
DISPOSAL WATEW z
DR 0
10"-4000 PSI CAST-IN-PLACE ,
a p° U) CONCRETE WALL a CRUSHED � I—^
'gyp DIVERTER w STONE 11
15'-0%" 6'-11'/8' D.` VALVE g POOL ) FILL �.J U)
10'-0" 4'-0" 3/8"REBAR 3 °D
a, 10" 10" ,4 � a 0
ROLLED FOAM
BETWEEN LINER AND z N
0 0 CONCRETE
a POOL FILTER LL a
4 0
p. U b VINYL LINER Q Q z M
D a- o°p
FLAT FLAT 2"TO 4" D W o
<•a T-6" SLOPE TYR _ g'-0" = ba SAND BED
X 0 W
6
Z O , O Z
O D•° N VERTICAL 3/8"REBAR UNDISTURBED EARTH O LO ►a-
°o' @ 3'-0" 0.C. N d- ci
a TO RETURNS
0
SECT"A' , pe b 111' HECK VALVE y o
D WALL SECTION :N
PLUMBING SCHEMATIC °' �- 0 0-
SCALE: 1/2" = V-0" °' °' 0 ° a
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D•. �� g•�� p V c ,�„V c
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D •pa CP n °' a a0 ti °' a �! v° v a a a oO
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C cu
°oswGENERAL CONSTRUCTION NOTES C0 '2 ' � Ocyi�O
L°
�oy t
02C4? C 0• 0
UO _C CL
V V Vl N (Q ` m 0 G u ul
m2Z.5::' <r-r- (D0
d C CL E 10 a�•o f0 o L
PLAN 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. E a=o
as adopted by New York State May 12, 2020 & all local codes.
CL
SCALE: 1/4" = 1'-0" SECT"B" Additional Code Compliance:
2020 Energy Conservation Construction Code of New York State, the
2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code;
Fuel gas code; Existing building code; Property maintenance code.
ALL CODES shall supercede the drawings and shall be incorporated into the
ROLLED FOAM&VINYL COVERED drawings WHETHER they are indicated on the Plans or NOT.
CONCRETE STEPS
WATER LINE---,,", 2. Written Dimensions take precedence over scaled dimensions
3. The contractor prior to the start of construction shall verify all
qTF dimensions, existing or new and be responsible for field fit.
o ° 4 M Q
° 4. The electrical systems, plumbing systems and solar energy systems,
° shal be installed in accordance under latest State approved Building Codes.
All systems are to be designed, installed, & specified by the general contractors;
2" To 4"SAND BOTTOM Electrical certificates are to be provided by the electrical contractor.
5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity
of 1500 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall ww
be the responsibility of the general contractor to verify the depth of all existing footings d
disturbed by construction. o z
N U)
40'-0" TABLE R401.4.1 subscript b: Where the building official determines that in-place soils = o Q
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, v cn 6 i
SECTION - A the allowable bearing capacity shall be determined by a soils investigation. ¢ w U
U)
SCALE: 1/4" = V-0" 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have
an ultimate compressive strength at 28 days of 4000 psi. Except exposed slabs,
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. Z
All Concrete shall conform to the latest ACI standards.
H
R4C4.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with
the requirements of ASTM A 615, A 706 or A 996.
WATER LINE Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40),
required reinforcement shall be in accordance with Table R404.1.2(1) thru
4 q
R404.1.2(9). C
=jq°
4'-0" 12'-0" 4'-0" 7. SWIMMING POOLS. Shall conform to Section R326
D D r 1
o m 8. Swimming Pool shall Meet the requirements of ANSI/APSP/ICC -5 American National Standard for Residential v ; o
in gr)und swimming pools and 1996 BOCA Code-section 421, Diving equipment is NOT ALLOWED. w U ,�
9. Swimming pool shall be completely and continuously surrounded with a barrier constructed law requirements ,� M
Of section R326.4.2.1 through R326 4.2.6 of the NYS Residential Code. Dwelling walls may serve as part of o
the pool barrier as per section R326.4.2.8 and condition (1) are Met. Operable windows ,y���
in the walls used as a barrier shall have a self latching device, access gates shall comply with section R326.5.2. x rd U
and must be self closing, self latching and be securely locked when pool is not in use or supervised. All Gates '?`°�►
2" TO 4"SAND BOTTOM i
are to open OUT from the Pool Area.
20-0
Jr
r* Orr �
SECTION - B �
SCALE: 1/4" = 1'-0"