HomeMy WebLinkAbout50673-Z o�SUFFnt��o TOWN OF SOUTHOLD o aye BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • �� 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#: 5.0673 Date: 6/14/2024
Permission is hereby granted to:
Spanos, James
PO BOX 777
Cutchogue, NY 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 St, Greenport
SCTM #473889
Sec/Block/Lot# 34.-3-21
Pursuant to application dated . 3/11/2024 and approved by the Building Inspector.
To expire on 11/13/2026.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
FIELD INSPECTION REPORT I DATE COMMENTS
FOUNDATION(1ST)
03
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FOUNDATION(2ND)
ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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s>oa 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 https:HmrNkNv.southoldtownny_gov
Date Received
APPLICATION FOR BUILDINGIT _
t �1
rnFor Office Use Only
UG i
PERMIT NO. Building Inspector:
MAR 1 1 2024
Apphcatro�is and forms must be filed out in their entrretylntomplete
a�plicatEon's wltl nod be accepted 1Nhere the Applicant is no#the owner,an
Owrjer's.Authonzaron farm(Page�2j sh�Tl be completed:
Date:
OWNER(Sj;OF PRQPERTIf
�- �re -� .... .r.
.,.
Name: SCTM#1000- L
Project Address ,
Phone#: r� Email
Mailing Address:
L Y
CONTACT PERSON.
Name
Mailing Addres .
Phone#. r r— Email i
DES;)GNPROFESSIONAL INFClRMATIJN
Name: '
Mailing Address:
Phone#: Email:
N
COfTRACTOR{NFORMATION.
Name:
Mailing Address:
Phone#: Email:
DE5CRIPTION OF PttOPOSED CONSTIiUCT10N
El New St cture Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
ElotherEA1,0 $
Will the lot be re-graded? ❑Yes 2<o Will excess fill be removed from premises? ❑Yes No
1
R PROQERTY�INFOJitN%IATIO ; FVm
li.WE�; �� ,.C.�Xr �"��z Py.S .3 i="+°`�4'��'..�_?�'� xSi N. 3`i4,',`u��'�, �� �icq 3 2'
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.
d �4 B �ARf~ The owner`jcoritractarjdeslgn professiottaf irresponsible for all drainage and storm water issuesas provided
Chapter 231.6of thTorhrn3Code` APPLICATION 15 HEREBY MADE to the Building D;epartmerit for the issuance of a fluilding per`iriii pursuant to the eullding vZone=:
Ordinance p theqTown a5f Spuftld,5iaf0lk,county,New York and othi app1icabie laws;ordinances or f#eguiat+ons,'for the cans#ruc#iitn of bui[ ings, ,"
additions;aiterations or for re'moial ardemoiition as herein descrifi"ed'`The a licant a tees to com' '
z r pp g ply wanoll applirabie haws,ordinances,building code, 5
�,housing cAde and regutai ns and�to a m'itautharize�iospectars on�prernises aril in building'�sj fare, cessary fns�ectfans False statements made heroin are `�,
punishairle as a Cjassq�sdemear�or pursuaritto Secficsn 21ti rl5 of'the New York State penak isw ��'" �; �� - ,� ,9� � � �
Application Submitted By(print name): &Aj96-fl M0 I-C ❑Authorized Agent BOwner
Signature of Applicant: Date:
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary Public,State of New York
No.01BU6186050
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 ( day of ��d i'1 . 2Q4*_ 1rV
Notary Public
'PR OERTY OWNER AUTHORIZATION
(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
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 fl = 1,415 SO. FT.
TOTAL = 2,921 SQ. FT. -
GARAGE = 518 SQ. FT.
COVERED PORCH = 52 SQ. FT.
MAP OF CHAMPLIN
LOT NUMBER 36 I LOT 29MBERI LOT NwELL/wEBiL� I LOT 29MBER
>- p DWELL/WELL
DISTANCE TO WELLS GREATER THAN 200'
La
� a
LL W 0.6'E S 23'23'40"E 134.37' chain link fence
o: 2 fc 0.1S fc 0.1'E �fc 1.5'E vfc 3.5'E fc 0.3'E
ci 9.8' X_� X—
Z man mon f n e 9•5' �fc 0.0E
c N 0.2'S
CV
wd stockade fence
N -a' 241 0)
.: .§ PROPOSED POOL
(O fc 0.2N 20'x4o' O
fd men _(0
\fc 0.1'S fc 0.6S }
2 wd landing U
N and x8'steps Lu
3' N m
U w
LIBZ76'
025• o' 44.5 m `vi 23.5'CIO PROPOSED 2STYGAR 0wW 04 FR DWELL l Ncoop ry 9.0' 7.0' 24.0' VQ O CC 4 x3.5 014.0' 14.0' 35'Nporctest - a`hole �n oelev.=12.55'/ proposed driveway /0.0'N f41 mon 1.0'S fc 0.5'E` 1 5' 11.2• fc 0.3'E 134.34
fd pipe
Sole N 23'41'30"W 134.34' o pole
cone. curbing
s' MAIN STREET 1�7.
existing water main
10
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ry
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FLAGGING NOTE:
#9 9-28-2023
SHAWN M. BARRON. M.S.
FLAGGING DELINEATED AND FLAGGED THE FRESHWATER WE I AND BOUNDARYS
\X #8 FLAGGING
#7 FLAGGING
NOTE: X` ' — ' #6
Location of water mains
& adjoiners water supply
by others and are not
guaranteed. FLAGGING
X #5
•\FLAGGING FLAGGING
X .
4 #
_
TEST HOLE by \ FLAGGING
McDONALD GEOSERVICES X\
DATE: 9/27/2023 \ I GGING
TEST HOLE = 12.5' 3-23-2024 REVISED PROPOSED DWELLING and SHOW PROPOSE POOL
0' Brown Silty Sand THE OFFSETS(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE
PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 23-181 FILE No. 1085F
SM INTENDED TO GUIDE THE ERECTION OF FENCES, REMINING WALLS,POOL% PATIOS,
— — 2' Pj=NG AREILS°AMMON TO BUILDINGS OR MY OTHER CONSTRUCTION
_ SURVEYED FOR EVAN YERASIMOU
UNAUTHORM ALTERATION OR ADDITION TO THIS SURVEY IS A MOLA71ON OF SECTION
7209 OF THE NEW YORK STATE EDUCATION LAW.
GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE
Pale brown fine to SURVEY IS PREPARED,AND ON HIS BEH&F 70 THE WILE COMPANY. GOVERNMENTAL SITUATED AT GREENPORT
AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE
coarse sand SW LENDING INS MMON.GUARW ES ARE NOT AWQRFQtABLE TO ADDITIONAL INSMURONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
OR SUBSEQUENT OWNERS.
COPIES OF 7m SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEA.OR SCALE 1" 40' DATE 10-09-2023
EMBOSSED SEAL SHALL NOT BE CONS MED TO BE A VAUD TRUE COPY
FILED MAP No. DATE
CERTIFIED ONLY TO- �R� OF NEIy TAX MAP No. 1000-34-3-21 DISK 2023
�®
— — — 10.9' TRAFe,O, �A`� HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
Water in pale brown e} °mom y P.O. BOX 616
to coarse sand SW
1 7' 1866 WADING RIVER—MANOR RD. WADING RIVER,
COMMENTS: WATER ENCOUNTERED 10.9' 1� J � NEW YORK, 11792
BELOW SURFACE ✓oyg�F1 Y. JC a. 048992 631-929-4695
HA LD F. TRA �i� RaPnN � C. No. 2115—E -
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0" 40'-0" 0" Z
POOL PUMP HECK VALVE
NON-SLIP WALKWAY BY OTHERS
2'-4- Q
0,° � • p �4 p - v' p �4 p v• • G �4 p r v . p �4 p v p �a p . v' ° �4 p 'v 'o a . p �G O
COPING BY OTHERS 7
o Z
,o. b TO 4" ° ° a a W
D
DISPOSAL WATER LINE W z
�r oo DR D 0
'— 10"-4000 PSI CAST-IN-PLACE a
°a av DIVERTER CONCRETE WALL a CRUSHEDIii
L_-
, , D'' VALVELU
POOL 3/8"REBAR(3) p p STONE r n f
15'-0%" 6'-11/a' 10'-0" 4'-0" •. ° FILL
10 10. >a ROLLED FOAM O
BETWEEN LINER AND
° p CONCRETE D N
° M
a POOL FILTER LL O
o. b VINYL LINER a O d
D ,o ' I '
H FLAT FLAT 2"TO 4" o '"� o_
°a 3'-6" SLOPE TYP. _ 8'-0" as W
" SAND BED o
4 X Z O
v0 � D N VERTICAL 3/8"REBAR UNDISTURBED EARTH O L
°. @ T-0" O.C. N tU
a TO RETURNS �
SECT"A" oe d HECK VALVE y c
WALL SECTION 46 �y
0
PLUMBING SCHEMATIC SCALE: 1/2" = 1'-0" ° t N y 5
w c 2 H °w'
°D D o 9 C C•Z O. O U OC C f6 W
N 7
N.T.S. _ e Z °
°• c a maDco � o `o �' 'm 2
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aa) y 2 c o m� a ao c 3
rt• m N o�
p. d Q • d p• d o d p• d . o d p, d . v D' n D• n D• o o C C C en O —
D ° V v °' P o° v °' P �° v °' vy �° v �• �° v °' o° °' 0 v° vQ O C CD N _ `7 = y
GENERAL CONSTRUCTION NOTES -• ° O 3
c� co o� � �
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U U N N � L E � y a
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d o CL E f0 O'O V U.'_-. Ln
PLAN 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 0 y D M g 1 a o
as adopted by New York State May 12, 2020 & all local codes.
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 supersede 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
dimensions, existing or new and be responsible for field fit.
APPRO ED AS NOTED
v
4. The electrical systems, plumbing systems and solar energy systems, OA .p#
D ° shall be installed in accordance under latest State approved Building Codes.
All systems are to be designed, installed, & specified by the general contractors; FEE BY'
Electrical certificates are to be provided by the electrical contractor. NOTI BUILDING DEPARTMENT AT
2" TO 4"SAND BOTTOM 631 765-1802 8AM TO 4PM FOR THE ELECTRICAL
5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity FOLMING INSPECTIONS: INSPECTION REQUIRED
of 1500 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 1. FOUNDATION-TWO RF01.►I�?`D
p p q g g FOR POURED CONCRETE W
be the responsibility of the general contractor to verify the depth of all existing footings 2. ROUGH-FRAMING& PLUM'St :G N O
disturbed by construction. 3. INSULATION o z
4. FINAL-CONSTRUCTION MUST N co
40'-0" TABLE R401.4.1 subscript b: Where the building official determines that in-place soils BE COMPLETE FOR C.O. Q
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, ALL CONSTRUCTION SHALL MEET THE a, �b�tt �€ '�TELY" U U) iLi
REQUIREMENTS OF THE CODES OF NEW Ei CLO,SEPOOLTO.CODE
the allowable bearing capacity shall be determined by a soils investigation. > Q
SECTION - A DESIGN OR ONSTRUCTON ERRORS YORK STATE NOT RESPONSIBLE OR BEFORE WATER COMPLETION `
SCALE: 1/4" = 1'-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, COMPLY WITH ALL CODES OF
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. NEW YORK STATE &TOWN CODES
All Concrete shall conform to the latest ACI standards. AS REQUIRED AND CONDITIONS OF
R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with SOUTHOLDTOt' ZBA
the requirements of ASTM A 615, A 706 or A 996.
SOUTHOLD T JN PLANNING BOARD
WATER LINE Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40), SOUTHOLD OV N TRUSTEES 1�r•II
required reinforcement shall be in accordance with Table R404.1.2(1) thru N.Y.S.DE w
R404.1.2(9). SO LD HPC ram,
20'-0" 4 SCH W 4-. N
4'-0" 12'-0" 4'-0" 7. SWIMMING POOLS. Shall conform to Section R326 [--�
9 � 8. Swimming Pool shall Meet the requirements of ANSI/APSP/ICC -5 American National Standard for Residential uCGUPANCY OR
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in ground swimming pools and 1996 BOCA Code-section 421, Diving equipment is NOT ALLOWED. c,
9. Swimming pool shall be completely and continuously surrounded with a barrier constructed law requirements USE IS UNLAWFUL
M > cr,, Q)'
of section R326.4.2.1 through R326 4.2.6 of the NYS Residential Code. Dwelling walls may serve as part of WITHOUT CERTIFICA- I o
the pool barrier as per section R326.4.2.8 and condition 1 are Met. Operable windows < f n AO �" o
p p ( ) p OF OCCUPANCY ° OZ .Ein the walls used as a barrier shall have a self latching device, access gates shall comply with section R326.5.2. �,,, �i,� .d 0
and must be self closing, self latching and be securely locked when pool is not in use or supervised. All Gates n c3
�`' �' Chi rn a/ o r
2" To 4"SAND BOTTOM are to open OUT from the Pool Area.
N
�'
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE. Cp
SECTION - B
SCALE: 1/4" = V-O"