HomeMy WebLinkAbout47640-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 47640 Date: 4/4/2022
Permission is hereby granted to:
Cedars 1883 LLC
www_. ._........._... -_ ..................................................
316 W 79th St#11 W
New York, NY......'.1..0.0.24
To: reconstruct existing pool deck and pool fence as applied for per Trustees
Non-Jurisdiction letter.
At premises located at:
825 Stephensons Rd. Orient _�._._._........
SCTM # 473889 ______________. ._.__._._ ._._.__.___..................... ....................wwwwww. _ __.....
Sec/Block/Lot# 17.-1-11.5
Pursuant to application dated 1/13/2022 and approved by the Building Inspector,
To expire on _„_,10/4/2023.
Fees:
CO-ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $833.60
Total: $883.60
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
µ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 iitl n ://w,Nw Sotitllolclto'W! LYOI
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 141(0 Lo Building Inspector._
Applications and forms must be filled out in their entirety. Incomplete 022
applications will not be accepted. Where the Applicant is not the owner,an
31I DEPT
Owner's Authorization form(Page 2)shall be completed. 70W,�OF SOUTHO
L
Date:January 6, 2022
OWNER(S)OF PROPERTY:
Name:~Jonah XXXXSonnenborn .... _. . SCTM�X1nnn_478 �-7,m 1
Project Address:825 Stephensons Road, Orient, NY 11957 f l
Phone#:917-543-4690 Email:.ionah.sonnenborn@gmaii.com
Mailing Address:316 West 79th Street, 11W, New York, NY 10024
CONTACT PERSON:
Name:Katie Sonnenborn
Mailing Address: 316 West 79th Street, 11 W, New York, NY 10024
Phone#:917-951-6913 Email:ksonnenborn@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Stageberg Architecture, PLLC
Mailing Address:25 Chapel Street, Suite 600
Phone#:(917) 685 4983 Email:jane@bscarchitecture.com
CONTRACTOR INFORMATION:
Name:Stellar Home Builders
Mailing Address: 127 Hewitt blvd, Center Moriches, NY 11934
Phone#:6319261151 Email:manuelecontract@aol.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Struc......._.
ture ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes i*No
1
PROPERTY INFORMATION
Existing use of property:tWo family Intended use of property:tWo family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes *No IF YES, PROVIDE A COPY.
W, Check flax Afteiir lkeadiin b 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 Submitted By(print name):Stageberg Architecture, PLLC Authorized Agent ❑Owner
Signature of Applicant: Date: 0(1-2-6 7 L
STATE OF NEW YORK)
S
COUNTY OF L :�� )
1 _._.
„M ,4CA being duly sworn, deposes and says that(0 is the applicant
(Name of individual si' ing con act) 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
day of 20 �2—
No
DEBORAH Efi RAN, 0Mt4aV
Notary Public dMsto-:of Now r�
NO.011 '6221482
Qualified in Richmond County
PROPERTY OWNER
„mi My Commission Expires May 3, 2022
(Where the applicant is not theowner) M
Katherine and Jonah Sonnenborn residing at 825 StephensonS Road,
Orient, NY 11957 do hereby authorize Stageberg Architecture, PLLC to apply on
my bhalf to th Town o Southold Building Department for approval as described herein.
January 9, 2022
Owner's Signature Date
Katie Sonnenborn
Print Owner's Name
2
Glenn Goldsmith, President � �� � Town Hall Annex
54375 Route 25
A. Nicholas Krupski,Vice President
des P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gilloolyx � ,a"
� r Telephone(631) 765-189..2
Elizabeth Peeples 'yFax(631) 765-6641
Z%..I
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
March 24, 2022
Patricia C. Moore, Esq.
51020 Main Road
Southold, NY 11971
RE: CEDARS 1883 LLC
825 STEPHENSON ROAD, ORIENT
SCTM#: 1000-17-1-11.5
Dear Ms. Moore:
The Southold Town Board of Trustees reviewed your letter received in this office on
March 9, 2022 and the site plan prepared by Young & Young, dated March 8, 2022 and
determined that the proposed replacement of an existing pool deck, pool fence and pool
is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and
Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result
from your project. Such precautions may include maintaining adequate work area
2
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
Glenn Goldsmith, President
Board of Trustees
GG:dd
f�
tl >..Cry i
t.
n 1 I, f „✓ {�„-y,..h rel �.,",...
.�tl 1�y�,`,'C p/M v $ we c.+F r�M�� �„�,o r r v I "r"w �a+�•'"%' � � ,o-.,��y����
.t.
s
r
,V f
r i
7
"ery$ a. ffrr.( rti
u" J' }r:.,-C' �.....p y✓f ��>-)' �, ..
sly
d
w..
P
�4 t
F 9 0
Clt n..y rb �.� � 'k'„C 7 kyr r '.,•�c,4 3 C7
y r'
W „ >r rkfl ✓k�CJr `� � Api ,rr 3er `a ,`✓'ry �' i p o
11
/•nry fn Cry r ,, rt Y M �. ✓ (p"7cTr<e• p'A
t isfn
....,.... ....G:: .._.c.:s:� Y ^:.. �ry� '..�e,4.'f CHfi� �"� F f.M".wn,.I,,.f `"�f��J hyo"•5
v l C
Cri
n c�
CiRio
r c 4 C)
go
> Gl C1 (b 7 y
/ 7. 6—
- - - - PROJECT NAME
/ 825 STEPHENSONS ROAD,
ORIENT, NY 11957
0
ARCHITECT:
Q STAGEBERG
ARCHITECTURE PLLC
N 30 25 CHAPEL STREET, SUITE 600
_/0 BROOKLYN, NEW YORK 11201
T.(71 8) 858 4 40 9
P
ROj
CIVIL ENGINEER:
STRUCTURAL ENGINEER:
- �� MECHANICAL ENGINEER :
DILANDRO ANDREWS
ENGINEERING , PLLC
158 COUNTY RD 39
SOUTHAMPTON, NY 11968
����ti ------ T: 631.259.3959 MAIN
I
...,�.,. DILANDROANDREWS.COM
I � Lij
c
LLL tr � I
1! I \\\l v
o
lid EXISTING BUILDING i EXISTING BUILDING110
„ �+
o
TT I I
X o
> NEW SELF-CLOSING & o
I - Q
w i I I I SELF-LATCHING OL GATECL
---- _ \ NEW HOSE IB FOR IRRIGATION & �1
n V
OUTD00 WATERPROOF STORAGE V
_ EXI G POOL FENCE & DECK
BE REMOVED
NEW SELF-CLOSING &
SELF-LATCHING POOL GATE \ ZONE OF EXISTING PLANTI S BETWEEN
w EXISTING WOOD DECKI & FENCE
z. EXISTING OUTDOOR
LU SHOWER TO REMAIN
EXISTING > � ' S" EDGE OF NEW C DECK
-'
POOL 3' MIN. AW FROM FENCE
NEW POOL FENCE TO CODE,
w ' - `' 1 RELOC D EXISTING PLANTINGS IN 01 01/10/22 DOB FILING SET
4 H MIN. ABOVE GRADE \ o - _
(t NO. DATE ISSUE
o OUTSIDE OF POOL FENCE - _ _ _ 1 NEW CANTING BED LEGEND:
EDGE OF EXISTING WOOD _NEW POOH p - JI �J�� EW POOL FENCE TO CODE, 4'
NEW PLANTING ECK MIN. ABOVE GRADE OUTSID F
I NG NEW BED i ,
c\ W PppL FENCE 16 VIF POOL FENCE
00 DASHED L INDICATES IN 'ORP
EXISTING POO FENCE &
9 NORTH
SITE PLAN LEGEND:
D AI�C
cc�g���"�'Y
o� PROPERTY LINE n
,
LINE OF ROOF ABOVE
EXISTING WOOD FENCE
�0 EXISTING CONTOURS TO REMAIN
DWG CONTENTS:
- - - - - - - - - EXISTING POOL DECK & FENCE TO BE REMOVED
. .�� SITE PLAN
NEW POOL FENCE
DATE: JANUARY 10,2022
SCALE: 3/32"= 1'-0"
PRO NEW POOL DECK EDGE C� �� C ��I DRAWING BY: BSC
PER T 'a �Q D PROJECT NO.: 686
LINE v2 DWG NO.:
JAN 1 3 2 ?2
EXISTING BUILDING
BUILDING DEPT. 1 01 .00
TOW,,01=SOUTHOLD
CAD FILE: SHEET NO.:
SITE PLAN 01 OF 01
EXISTING
HOUSE
DIL.andro
Andrews
g i n e e r 1 n g
158 County Rd. 39, Suite 10
Southampton, N.Y.11968
Office: (631)259-3959
Info@DiLandroAndrews.com
/ Professional Seal
�OF NetvSN
3\1/2X9-1/4 PSL SL2
rn
N x 2X10 P.f. JOIST 1 = ►- cc
Fj5 cn J N AT 16"o.c.
a 3-1/ X9-1/4 PSL SL2 `' \ \ �F 72
n_ _ O _ A
d) N MAINTAIN GAP BETWEEN a a \ \ 9�FESSIONP
/ N POOL AND DECK FRAMING
r 4 N °� I
x \ \
2X10 P.T. JOIST C; \ ® J J
AT 1 "o.c. \ \ co 0
J J
a
zt
S-100 3-1/2X -1/4 PSL SL2 i \
_j \ ®N N
U)
J M
V)
CNI
V
® M
SEE DECK FRAMING PLAN, J J 3-1/2X9-114 PSL 8L2
CUT OUT 6X6 FOR PROVIDE BLOCKING @ 8-4- (h a a
VERTICAL 4X4 POST, . T R c.i v EXISTING a
FASTEN TO POST W/(2) k POOL k \ l r n
THRULOK FASTENERS BY FASTEN DECK JOIST TO N V
FASTENMASTER TOP 6X6 W/(2)THRULOK M ri a j Z
FASTENERS BY - ---
FASTENMASTER @ 24"O.C. f Z
- 10" DIA. SONOT BE, MIN. V-0" k
VERTICAL 2X4, FASTEN 1.0 6X6 -�• . • --- - --- - - BELOW GRADE FOR FROST
WALL W/5"FLATLOK FASTENER BY III 1t1 I11. 111_-III I I t-11_I-=ll1 1l l-- N
FASTENMASTER @ EACH MEMBER, i 1LI=I�1-1 I.��. �=) ��1.� -�.I �I 3-1/2X9-1 4 PSL SL2 M j w
PROTECTION, , P. OF ALL
=-1_I_I-III=1I1:-IIIITI=---1II�III1--lI I- - .
AND 4X4 POST W/5 FLATLOK i 11- I -III 11_l l I I-=III_. I I 1 III I11 I I a N f
FASTENER BY FASTENMASTER @ I= 1=IT-1� :-{II III III--1IT1 '.1-TT==1_IF. �
1:?°O.C. 1-1 I-11 -1I1=111 _1 [I1-111 I, I. N co
I -ITi=T;ITS=TM co z
J co
may — cy✓� � > tir ~ Nco co
a N
M ; k a
x U Q
a N
v � M of
C6 _j N W ._I
N a J f
TYPICAL WOOD RETAINING WALL PLANTER "' � co ' J J co O
t
2X10 P.�f. JOIST / W Q
S-100 SCALE: 3/4"= 1'-0" __... r� AT 16 O.C. 5�� /� O
APP () 12M.
'
T.
"AINTAIN / 0
EXISTG
IN / / Q
RETAINING WALL
~�..~.7~ /
STRUCTURE, REDUCE � -. �"� ' ' .
HEIGHT OF ry
WALL TO FLUE o z 1`
H CONDITION WITH N � 0
Lo
POOL �
POOL DECK PLAN °ECK SURFACE Z
SCALE: 1/4"= V-0" W
= Z
II
�'— Z
CUT OUT 6X6 FOR VERTICAL 2X4, FASTEN TO 6X6 U W
VERTICAL 4X4 POST, 6'-0" DEADMAN LENGTH WALL W/5" FLATLOK FASTENER BY W FASTEN TO POST N n/
4'-0"O.C. TYPENMASTER @ EACH MEMBER, '� LO
THRULOK FASTENERSS BYY . FAST I.L
AND 4X4 POST W/5 FLATLOK
FASTENMASTER
FASTENER BY FASTENMASTER @
.. ::. :... . . .. 12"O.C.
=i i I .T I l al I Ili-Ii I �.f _ I . I -
I1I
VERTICAL 2X4, FASTEN TO 6X6
WALL W/5"FLATLOK FASTENER BY (I1-II Revisions
_.. - , _ I I=� CUT OUT 6X6 FOR No. Date Descri
FASTENMASTER @ EACH MEMBER, ��1-I�I=-1 I 1=1 I lII='111=1�1=1�-T� �-I I��I��=���I I I=I I_I� I I- ITI- VERTICAL 4X4 POST, ption
AND 4X4 POST W/5" FLATLOK 1.,=I�I=1,�1,-1 I-111= 1-:f�1=I 1=1 (-- I 1 -� �=TT=T 1� (-_-� SEE DECK FRAMING PLAN,
FASTEN TO POST W/(2) 1 --/--/-- FOR PERMIT
-III-FASTENER BY FASTENMASTER @
THRULOK FASTENERS BY PROVIDE BLOCKING @ 8'-0" 2 __-___-_
__-_
12"O.C. O.C.THROUGHOUTi
I
FASTENMASTER
i� 1 1' IT=_ - - .1I = -M � 1 T 11 I - 51T17OlI-
-_=Th==1
_ _-
_--_--_--_-
=111
-
T .. ..,Z_:, _.
-IL-IIT-! I=1ll=J I:®11=1�1=III=�II= II i1; iI1-.1�1=1I1- II -11T_..-1 LI1 SIT-J-�IT 1� i _ I
4' LENGTH DEADMAN WHALER, I�;,T=I�I r�T1' f1 I I -I ` IiI'mm III- .- . -_Ia! �,�I - =flII�1= IIL. T -11 - N II
PROVIDE EXTERIOR GRADE � I (=I UT T� �I.�-! �-�_I= I 3 01 II Designed By
SCREW FASTENERS FROM -IiI=IIIWHALER TO DEADMAN _ �` ,�-T� -_ I�=(I I
-_-i- _I - I_ _I I- �_ - I -_ I._-.. -_._ -..__- ITI-III: T
` I _L_ Drawn By • AA
TEH
_
. M. r=rrr —I_..._-�,,: - - —^ _
Check ,. .<
ed By
ff, li I-ITI I1 _ 1-111, ; .-;.1 I T� -.. fT=I 1.--1 T1-:111
- - 1.1-ll.I- -III==III=-III=111 111=111=111-f�=1T-I1T I��11li-
_
--� _ . , - _. ._:__:_�._: -�-- ;�1 I tml .I-. �=1 TI 1 Il---•I 1 I---�Ij 1I 11 I.�':L�----���_:111-
III
_ 1T���I ,11Si �i IlT 1_TI 1�
T. _ 111 i -1 I:�;i,l_®I 1--11i=1I I:=111-1I1_-m1 1.-1TI:-III- � I�T.:.-�T-• W I11-ITI II1-11 -iII ��j T` Date : 03/05/2022
=1-. -1�[-Ili-III III=III IT i1T I I_I 1.1-I I f-1_I..1111=11 I'=1 I I-._I 1=-1 I1 I( - -'
- _ _ T - o ,- e: AS NOTED
_.�j _-�j =-.T.�_III e iTf-- _I- -ITT-.III I�--ITI: . f1-:111- ITT:111
_ _ _ ICI;I_II-ILL-1 .I_I11 11J=III-._����I I�1�I-II��I..1..1 Il1w�I�=~11��i1�_��IT � a PROVIDE 10"DIA. SONOTUBE
- j-- - i-1_I- =.:I I..- I I:-: -I (� I I( =all- -IIT=ITI-111. �I-�11-III,- FOOTING W/(3)#4 VERTICAL
1T-1If 1NI I I -! 111I I I.-1_�I , T
TIT TiT �-1-( I, Tmm'I ( i 11 ITi- _ I IT li�mm11� c� BARS, (2)3 CLOSED STIRRUPS
III �T-Ili= T TI
TIT-11T_ :1T1= T� 1_ 11_�l PROVIDE DEADMAN IN STAGGERED @ TOP AND BOT,J"ANCHOR
1_J ITI-I f1-I f I,,-,11=1_T IT ITf II �TF.11-1 T=11T-11T -� TTT-1T1-II�-
T I� =_II- T. FASHION @ EACH TIMBER LEVEL ELEVATION Ef
THROUGH GIRDER ,
ll��ll� ';I����TI-�III111ilIIIIl-I�:,` I_�I;-1I1-lII III_ ti{ EMBEDDED MIN 10" INTO
SONOTUBE
I-i I I-I 1 1 _j S � i 00
2 TYPICAL DEADMAN RETAINING WALL
S-100 SCALE: 3/4"= 1'-0" 3 TYPICAL WOOD RETAINING WALL @ POOL
Sheet#
S-100 SCALE: 3/4"-- V-0"