HomeMy WebLinkAbout50995-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 #: 50995 Date: 7/29/2024
Permission is hereby granted to:
Little Poguatuck LLC
1850 Mutton Town Rd
Syosset NY 1179.1
To: Construct an in-ground pool and hot tub to an existing single-family dwelling as applied
for per Trustees, DEC non jurisdition letter and ZBA approvals.
At premises located at:
960 Willow Terrace Ln, Orient
SCTM #473889
Sec/Block/Lot# 26.-2-21
Pursuant to application dated 6/12/2024 and approved by the Building Inspector.
To expire on 1/28/2026.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
1N-GROUND $300.00
Ha+ Tub CO- $100.00
Total: $800.00
j1kb-—--------- -
Building Inspector
0,0 �
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
Date Received
APPLICATION I
For Office Use Only
PERMIT NO. O ! Building Inspect
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:,tune 12, 2024
OWNER(S)OF PROPERTY:
Name:Jatin Goradia SCTM # 1000-26-02-21
Project Address:960 Willow Terrace, Orient
Phone#: Email:jgoradia@gmail.com
Mailing Address:960 Willow Terrace, Orient
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address: PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:gnthony Portillo
Mailing Address: PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportille@amparehitect.com
CONTRACTOR INFORMATION:
Name.,
Mailing Address:
Phone#: Email;
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ::]Repair :]Demolition Estimated Cost of Project:
�J 130,000
Other Ingournd Pool and Patio; 4,
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? 71Yes ■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 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 buildingis)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 NBY t name):AMP Architecture ■Authorized Agent ❑Owner
Signature of Applicarl — Date:
STATE OF NEW YORK)
SS:
COUNTY OF
AMP Architecture - Brooke Epperson
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the 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 Tyn, 20 2H
Notary is
DARCEE AUFENANGER
NOTARY PUBLIC,STATE OF NEW YORK t r
Registration No.01A00019644 PROPERTY OWNER AUTHORIZATION
Qualified in Suffolk County
Commission Expires January 9,2028 (Where the applicant is not the owner) �
Jatin Goradia and Rajalakshmi Raja residing at 960 Willow Terrace
i
I� �
Orient AMP Architecture
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
6/10/24
Owner's Signature Date
Jatin Goradia and Rajalakshmi Raja,
_ v
Print Owner's Name
2
b
0
BOARD MEMBERS zf SO Southold Town Hall
Leslie Kanes Weisman, Chairperson �, 53095 Main Road •P.O.Box 1179
Patricia Acampora + Southold,NY 11971-0959
Eric Dantes Office Location:
Robert Lehnert,Jr. b Town Annex/First Floor
#� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento ► "+
w Southold,NY 11971 IOUNTi
RECEIVED
http://southoldtownny.gov
(S 1:JS awe
ZONING BOARD OF APPEALS V 2 0 2023
TOWN OF SOUTHOLD
Tel. (631)765-1809
Southold Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF NOVEMBER 16,2023
ZBA FILE: 97808
NAME OF APPLICANT: Parisa Golestane/Littic Poquatuck
PROPERTY LOCATION: 960 Willow Terrace(Adj. to Orient Harbor), Orient,NY. SCTM41000-26-2-21
M A DETERM[INATIQN: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATNE CODE,
: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued
its reply dated May 9,2023 stating that this application is considered a matter-for local determination as there appears
to be no significant county-wide or inter-community impact.
I.,WRI'' DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated October 30, 2023_ Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,
it is recommended that the proposed action is INCONSISTENT with the LWRP policy standards and therefore
INCONSISTENT with the LWRP.
4.1 Minimizes losses of human life and structures from flooding and erosion hazards.
I. Move existing development and structures as far away from flooding and erosion hazards as practical.
Maintaining existing development and structures in hazard areas may be warranted for:
a. Structures that functionally require a location on the coast or coastal waters
• The single-family residence does not require a location on the coast.
• The pool location places it partially seaward of the Coastal Erosion Hazard Area(CEHA) line in an
environmentally sensitive coastal area. The CEHA line/area marks an area where erosion from storm
events over time is most likely. It is recommended that the pool be relocated outside the CEHA area.
• The proposed 28 percent lot coverage on the parcel is contrary to preventing loss of the structure in
hazardous areas. The structures within these areas are subject to repetitive loss from storm surges
and should be avoided and/or minimized.
Page 2,November 16,2023
#7808,Little Poquatuck
SCTM No. 1000-26-2-21
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written
determination regarding consistency of the proposed action. The Board of Trustees approved a Wetland Permit with
25 foot non vegetated buffer.The Southold Town Board of Trustees granted the Wetland Permit with the request for
the in the ground swimming pool be located in other than the rear yard. The Board of Appeals has determined that
the decision of the Board of Trustees in granting the Wetland Permit with conditions that a 25 foot non vegetated
buffer and the location of the pool being located in other than the rear yard that no adverse impacts are foreseen,the
proposed application for an accessory in-ground swimming pool in the side yard is therefore CONSISTENT with
the LWRP.
PROPERTY
FACT BIESCRIP"I"ION: The subject property on this nonconforming 22,552 square foot parcel
located in the Residential R-40 Zoning District. The northerly property line measures 220.81 feet and the easterly
property line measures 80.00 feet and is adjacent to Willow Terrace,the southerly property line measures 187.82 feet
and the westerly property line measures 130.00 adjacent to Orient Harbor. The parcel is improved with a one-and
one-half story frame dwelling with an attached garage and a large concrete patio at the rear of the dwelling facing
Orient Harbor as shown on the survey map prepared by Jason D. Leadingham,LS and last revised April 25,2022.
BASITI OF APPLICATION: Request for Variances from Article III, Sections 280-124,and the Building Inspector's
February 2,2023,amended March 7,2023 and August 23, 2023,Notice of Disapproval based on an application for
a permit to construct an accessory in-ground swimming pool; 1)more than the code permitted maximum lot coverage
of 20%;2)located in other than the code permitted rear yard; located at 960 Willow Terrace(Adj.to Orient Harbor),
Orient,NY. SCTM#1000-26-2-2 1.
RELIEF R OUES I .D: The applicant requests variances to construct an accessory in-ground swimming pool and
a hot tub. The proposed pool construction,on this nonconforming 12,694 square foot parcel located in the Residential
R-40 Zoning District,with a buildable area of 12,694 square feet is not permitted pursuant to Article XXIII, Section
280-124 which states: "lot coverage shall be limited to 20%". Additionally, the pool is not permitted pursuant to
Article III, Section 280-15, as it states: "Accessory building and structures or other accessory uses shall be located
in the required rear yard. The Site Plan shows the proposed lot coverage to be 27.1%of the buildable area, and the
proposed pool is located in the side yard. The Site Plan shows the dimensions of the pool with attached hot tub along
with the locations of the drywell for pool dewatering and the enclosure for the pool equipment.The Site Plan drawings
are prepared by Anthony M. Portillo, Architect,and last revised September 11,2023.
ADDITIONAL INFORMATION: The applicant's representative presented two comparative prior decisions for
properties located in the neighborhood granting relief for improvements exceeding lot coverage; #4131, dated
October 15, 1992 granting 30.8% lot coverage; and#7334, dated November 21,2019,granting 33.8%lot coverage.
FINDINGS OF FACT/REASONS FOR BOARDACTION:
The Zoning Board of Appeals held a public hearing on this application on November 2,2023 at which time written
and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law 267-b 3 b 1' . Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Two prior variances for lot coverage were granted #4131
granted for 30.8%and#7334 for 33.8 % lot coverage. Swimming pools are not out of the ordinary in the area. The
applicant proposes to locate the pool as far from the existing bulkhead as possible as to not affect the coastal location.
There are four other swimming pools in the neighborhood. Even though this is a waterfront community, swimming
pools are part of the character of the neighborhood.
Page 3,November 16,2023
#7808,Little Poquatuck
SCTM No. 1000-26-2-21
2. Town Law 267-b b 2 . The benefit sought by the applicant cannot be achieved by some method,feasible
for the applicant to pursue,other than an area variance. The CEHA(Coastal Erosion Hazard Area)takes up 43%of
the total lot area. The existing lot coverage is currently over the Code permitted 20%. The Board of Trustees have
approved a Wetland Permit with a non-vegetated buffer and required the pool to be located in other than the rear yard
to increase the setback from the water. Although this is a waterfront property and pools can be legally located in the
front yard,because the existing driveway and septic system are both located in the front yard of the subject property
the proposed side yard is the only feasible and functional place to locate a pool.
3. Town Law 267-bQ b 2' ., The variances granted herein are mathematically substantial, representing 100%
relief from the code for the swimming pool and 35.5% over for lot coverage. However,the existing lot coverage is
over the Code allowed 20%. Examples of Board of Appeals approval for lot coverage in the neighborhood over the
proposed 27.1%have been approved. The Board of Trustees suggested the pool be located in the side yard to protect
the coastal location and bulkhead.
4. Town .Law 267-b 2 b '4 No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. Pursuant
to the Board of Trustee's requirements, a 25 feet vegetative buffer is proposed along the bulkhead facing Orient
Harbor. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 267-14 b The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law 27b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a swimming pool and hot tub while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION O THE BOARD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes,and duly carried,
to
GRANT the variances as applied for,and shown on the Site Plan and Architectural Plans(SD-1 thru SD-3)prepared
by Anthony M.Portillo,Architect, and last revised September 11, 2023.
SUBJECT TO THE FOLLOWING CONDUIONS:
1. Pool pump equipmentlmechanicals must be located a minimum of 20 feet from any property line or be
contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for
accessory structures
2. Drywell for pool de-watering shall be installed.
3. The applicant shall screen the swimming pool along the northern property line with evergreen vegetation
and/or a solid fence to provide visual privacy from the street.
I, PORTA.NT LINUTS ON THE APPROVAL GRANTED IfERIy TN
Please Read Careful'1
Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
li
Page 4,November 16,2023
#7808,Little Poquatuck
SCTM No. 1000-26-2-21
of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public
hearing before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey
cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, are not authorized under this application when involving nonconformides under the zoning code. This
action does not authorize or condone any current or future use, setback or other feature of the subject property
that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in
this action.
TIM LDMTS ON TW S APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of
Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of
Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County
Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon
written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)
year terms. IT IS THE PROPERTY O"4?l+'1 E 'S RESPONSERILITY TO ENSURE OO1N f""LTANCE W1T1T
THE CODE RE UMED TIDE MAM DESCRIBED HEREIN.Failure to comply in a timely manner
may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved
variance relief, and require a new variance application with public hearing before the Board of
Appeals
Vote of the Board:Ayes:Members Weisman(Chairperson),Dantes,Acampora and Lehnert.(4-0)(Member Planamento
Recused)
Leslie Karnes Weisman,Chairperson
Approved for filing �l //7 /2023
Jr .k*
Now York Staft Demon of En1uic1r1mentsi conswvation
Ouiding 40 -SURY, StWW Rmak.Now 'York 11790--=66
Telephans 16161444-0365
Faalmpe 15161444-0373
June 17, 1996 mm"D.z"ft
Cassi�lsOW
Mr. William A. HaCsda, Jr,
PO Box 334
Orient, NY 11957
Rug 1--4738-01373/00001
Hands Property
Willow Terrace Lane, Orient
9CTX 1E1000-26-2-21
Dear Mr. hands:
Based cn tno i r:fcr mat i on ru h-b, -,d �cbmit.ted, the New York State
Department --if E:nv 1 runmenT al C onsca-nation has determined that the
property landward of the topographic crest of the bluff in excess
of 10 ft. it elevatLon as shown on the survey prepared by Roderick
',Tan Tuyl, dated May 21, 1996 acid .last_ revised June 10, 1996 is
beyond the jUriea ct.i,.r: of art 1_cir 25 Tidal Wetlands.
Thel'efc.Le. i): .,, �:ci ai"�Cc w ..�. l the :current Tidal Wetlands Land U
Requ i at ions !6":YC:RR Part 6b 1) no Yar-mit is required under the Tida
Wetlands Ac~ . Please be advised, ,owever, that no construction,
sediment atic;., or ?ilsturr.arcP of any kind may take place seaward of
the tidal -.,.�tlar.ds Jurisdictional boundary, as indicated above,
without ;+ pF rmit . Tt �s .oi;r rooperisibility to ensure that all
necessary pre,-cautions are taken to prevent any sedimentation or
other alteration or di turk—.-i ice to the ground surface or vegetation
within Tidal Wetlands 'urisOiction which may result from your
project . Sunh precautions may J nclude maintaining adequate work
area between tha tidal wet.;.and jurisdictional boundary and your
project (i. e. asp 15 . to 2 ' wide .onstraction area) or erecting a
temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of
the responsibility of obtaining any necessdry permits or approvals
from other agencies.
"erg" truly yours,
.
4-M
:. i, .
Charles T Hamilton
Permit Administrator
MMR
cc: BMHP
File
THE BEARINGS SHOWN HEREON ARE BASE
ON LIBER 13112 PAGE 0711
1. CONFLICTING MONUMENTATION FOUND IN THE VICINITY
OF THIS PROPERTY AND HISTORICAL DEEDS AND OLD
SURVEYING RECORDS INDICATE THE POSSIBILITY OFy�
SYMBOL LEGEND VARYING INTERPRETATIONS OF THE PHYSICAL
MONUMENT END POSITIONING OF THE LINES OF THIS PROPERTY.
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0000
4 PROP. ' HIOH COOL PFNG OJ
E PRECT DATA :
NITH P G 051 NO AND
' \O SELF LATCH I NO OATS
PROJECT / ZONING DATA
TAX MAP # 1000-26-2-21
LIMITS OF
GLR I NO, ZONING DISTRICT -40
ORAD I NO OROUND R
D (STURE3ANG LOT AREA 0.5 ACRES
1 - AF-FR0_X_ I_MATE - --- - - - - - - - -
-- -- -- -- -- -- -- ----- ------- ---G.�.H.� LINE ------ - ---------------�--�------ 1 LOT AREA LANDWARD OF GEHA 12,ba4 S.F. �
fi ROF. FAT10 ON ORAD
EXI57. GONG. _ Gofo - House Z-26321; 03/15/laaa
P71 0 t' 118 FROM 1 - PROP. I N—O ROUND VARIANCE APPROVAL - PATIO #4651; 02/23/laaa z
ORADE I4.�f
POOL AND HOT TUE3 W
FEMA FLOOD ZONE x o
ZBA VARIANCE APPROVAL #7808
\ / I,�I p 2 �1 SOUTHOLD TRUSTEES APPROVAL #10458 4 10458C
REMO Y E EX. ND. EXIST. �0�. � �—✓�� X `t�—O�� OUTDOO� NYS DEC NON-JURISDICTION E
DEC,< AND ADD NEVI LAND I NO 1 � 12 5TOR1' ND. O � � - I SHONER; SEE DETAIL 5/A-102 LETTER
Q
W 1 TH 57A I R 64'1 0" x 6 ' TOTAL) R M D 1 LOT COVERAGE
1 HOUSE PROPOSEID MOOD LAND I NO SOUTHOLD TOWN GORE 280 ATTACHMENT 3 PROJECT:
PROP. POOL FE'NGE 2-78 L I NEAR 1 AND 57A I R; SEE DETAILS % LOT
FEET N/ SELF CiLOSI NO AND 1 j 7 I/A-1 02 � 2/A-1 O 1 DESCRIPTION (FOOTPRINT) AREA COVERAGE WILLOW TERRACE
SELF LATCH I NO OATS I TOTAL LOT AREA 22,551.0 S.F. I N G ROU N D POOL
EXIST. LAND I NO AND
Pfi�OP. 5ASDMENT 1 EX � STD I R TO REMA I N AREA LANDWARD OF GEHA 12,ba4.0 S.F.
ENTRY; S�� DETAIL . �X. POR�iH ZBA GRANT #7808 IS SUBJECT TO THE FOLLOWING EXISTING RESIDENCE 2,001.2 S.F.
S PT I G EXIST. PROP. 4' H I OH POOL PF—NGF— CONDITIONS: 960 WILLOW TERACCE
2/I"�ll�� —102 25.51 OA"�AOE I EXISTING GARAGE 688.0 S.F. 5.4Y
A17H SELF GLOSI NO AND I. POOL PUMP EQUIPMENT/ MEGHANIGALS MUST EXISTING COVERED PORCH 128.5 S.F. 1.090 ORIENT, NY 11957
BE LOCATED A MINIMUM OF 20 FROM THE
SELF LATCH I NO OATS PROPERTY LINE OR BE CONTAINED IN A SHED PROPOSED POOL 5I7.0 S.F. 4.1%
O / TYPE ENCLOSURE WITH A LOT LINE SET BACK DRAWING TITLE:
1 P rROP. I DOOL EOU I PMEN7 THAT 15 IN CONFORMANCE WITH THE BULK PROPOSED HOT TUB 86.3 S.F. 0.1%
SCHEDULE FOR ACCE55ORY STRUCTURES, PROJECT LOCATION & SCOPE
N 1 TH I N SHED L I<E STRUCTURE 2. DRYWELL FOR POOL DE-WATERING SHALL BE PROPOSED OUTDOOR SHOWER 25.0 S.F. 0.2`�
IrJ INSTALLED. SITE PLAN & ZONING DATA
o / 3. THE APPLICANT SHALL SCREEN THE SWIMMING TOTAL AREA OF ALL STRUCTURES 3445.8 S.F. 27.1%
POOL ALONG THE NORTHERN PROPERTY LINE
1 / /O RELOCATED. A/C UN 1 T WITH EVERGREEN VEGETATION AND/OR SOLID MAXIMUM LOT COVERAGE ALLOWED: 20%
is) I FENCE TO PROVIDE VISUAL PRIVACY FROM
THE STREET.
' � � PROP. �� ROREEN PAGE:
VEOF-7A71 ON AN:-,)/OR SOLID ACCESSORY STRUCTURE REQUIREMENTS
MIN. I PENCF— AS PER ZE3A 5ITE PLAN HATCH KEY: SOUTHOLD TOWN CODE 280-15 G-001,. 00
I w CONDITION � PROPOSED BUILDING ADDITION
100' S�T3�CK FROM 1 - PROPOSED COMPLIES
TOP O1- SLOPS I I ® PROPOSED ACCESSORY STRUCTURE .
— � S� PROP. DRYV�I�LL FOR POOL;
® MINIMUM SIDE YARD 10.0' 10.3' YES DATE. 06/12/24 1 OF 3
PROPOSED 2ND STORY MINIMUM REAR YARD 10.0' 10.4' YES
��o3O0OO 30,00 11 _� � -� _ _ 1 � � FRO M I N I MUM 5M PROPERTY
� MAX. SQUARE FOOTAGE 1200 611.2 S.F. YES a•FA�` ��
J `O LINE AND 101 FROM ALL SITE LAYOUT NOTES: S.F. L
FOUNDATIONS POOL V�lLLS I. TH15 IS AN ARCHITECT'S SITE PLAN B I5 ;�� `s' '-9
L / SUBJECT TO VERIFICATION BY A LICENSED r µ A �✓
SURVEYOR. THE INFORMATION f
�j REPRESENTED ON THIS 5I7E PLAN IS TO THE ;> ''`• 4 `'�'�. ; i
A ARGHITEGT'5 BEST OF KNOWLEDGE. >r G
j_ 2. SURVEY INFORMATION WAS OBTAINED (-€` - r .',�•��7
FROM A SURVEY DATED AND PREPARED °"
u(j,
BY: a�
SGALIGE LAND SURVEYING •; '' 4 a.b.
I SOUTHBAY AVENUE,
51 TE PLAN ISLIP, NY 11751
TEL: 631-a57-2400
SCALE: 1" = 15'-0"
CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA D _
� � 10" WIDE STONE
GROUND SNOW LOAD 25 LBS POOL COPING a
Q
BASIC WIND SPEED 150 MPH 22'-q' 7'-O" 14'-11" 0
_ _ W
EXPOSURE CATEGORY B C, J (B
1
SEISMIC DESIGN CATEGORY B V I 'i'-O" 14'-II" 10" Q N
WEATHERING SEVERE .�
I o
FROST LINE DEPTH �-
TERMITE MODERATE TO HEAVY L r
O C N z 0
PROPOSED °cc , V
ICE BARRIER REQUIRED YES HOT TUB X N
iv iv 86 S.F. z iv O 00 4-+
c o � cam
2- 2- Q a o
A-102ATION, CONCRETE, AND
A-102
MOTES $ 5FE:( I F I GATI ONS 1..°CONTRACTORS TO VERIFY ALLSONRY DIMENSIONS OF EXISTING FOUNDATION AS IT
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE I q_8" q'-8" ^ ,
TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I'-10" I'-10"
° PROP. POOL 8'-O" DEPTH
2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L
1.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. 10"
APPLICABLE BUILDING DEPARTMENT.
4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED - •
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. p kuLu
n 1
6. G NO BACK FILL SHALL BE PLACED AAINST FOUNDATION WALLS I �J/ M
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES s O O �J 1 1 1
AND AUTHORITIES HAVING JURISDICTION. UNTIL I� TIER OF FRAMING IS IN PLACE. A-lol m ;p
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. to d 6
OF THE OWNER/BUILDER
8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED -
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. r l
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-005. PROPOSED C/
WITH THE WORK. GUNNITE
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 28 5WIMMING
DAYS OF 4,000 P.S.I., U.O.N. POOL Q
UNLESS APPROVED BY THE ARGHITEGT/ENGINEER.
5I7 S.F. /1
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS II. GONG. SLABS L REST ON MIN. OF b" FINE GRAVEL OR SAND WITH in nV J
BEFORE THE START OF FRAMING b MIL. POLYETHYLENE VAPOR BARRIER UNDER PROP. 46_51. X in W
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. - in OUTDOOR Q
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. SHOWER
15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - PROP. POOL 3'-6" DEPTH
q. DO NOT SCALE 1:)RAWIN65, WRITTEN DIMEN51ON5 TAKE PRECEDENCE (I) WALL TIE PER (5) 50. FT. Aim
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 5,-10
M 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. •, -.
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. iV -
c �
lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES I U)
R THE ARCHITECT IS D NOT RETAINED FOR SUPERVISION OF THE WORK AND IS _ 6
OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO 0 cv
RESPONSIBLE FOR ESIGN INTENT ONLY. CONCRETE SHALL BE PLACED ON FROZEN SURFAGE5.
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I'i. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY x ~
s z tm
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. P. GONG. N z
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL STEPS
RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
BROOM GLEAN. WHERE EVER APPLICABLE. - - - - - - - s
PROPOSED Q
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A - - - - - - - - p STEPS AND
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. _ _ _ _ _ _ _ m LANDING 0 0
AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 13'-I" m
CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 13'-I"
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED � _ _ _ _ _ _ _ _ _ _
COMPLETION OF PROJECT. AS IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x .5"
DEEP b 3'-0" BELOW GRADE. 3'-6
O
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SWIMMING POOL d HOT TUB D -
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE 14-q Q
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) INGROUND SWIMMING POOLS, 2011) PROPOSED POOL STfi�UGTUi�E
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO
INJURY TO OR DESTRUCTION OF TANGIBLE_ PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). V IS CAUSED IN CONSTRUCTED IN CONFORMANCE WITH AN51AP5P/IGG 6 (AMERIGAN NATIONAL SCALE: 1/4" = P-oil
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015)
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EXISTING
EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY 5. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY STEPS AND
BE LIABLE REGARDLESS OF WHETHER OF: NOT IT 15 CAUSED IN PART BY A BARRIER (MINIMUM 48 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION LANDING Z
PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE
le,. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. n
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT V
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R32b.4.2.6 OF THE PLAN NOTE:
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWING5,SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE. ALL EXTERIOR DOORS AT EXISTING
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS STONE GAP DWELLING WITHIN BOUNDARIES OF
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS (4) #4 HORIZONTAL PERIMETER FENCING TO HAVE ALARMS
AUTHORIZATION OF THE ARCH ITECT/ENGINEER• SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS BEAM BARS PROP. 4' SELF CLOSING AND
RESIDENTIAL CODE. SELF LATCHING GATE W
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS Q
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS p
PERTAINING ARE TO BE FIELD VERIFIED. SITE WORK \ PROP. POOL EQUIPMENT IN SHED
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR \/ LIKE STRUCTURE
20. CONTRACTOR TO REMOVE a RELOCATE AS REQUIRED ALL EXISTING WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, \\ PROJECT:
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. \/
RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. / ALTERNATE VERTICAL #3
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S \\j\\ ARS TO SUPPORT EXTRA
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN05. / BOND BEAM BARS
SPECIFICATIONS, UNLESS NOTED OTHERWISE. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING WILLOW/\\/\\ TERRACE
22. PROVIDE FIREBLOGKING AS PER NEW. PORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. \\\/\�/\ UNIT i N G RO U N D POOL
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
\\/\\/\
COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. //\/\// VERTICAL BARS ALTERNATE #3 AND #4 �001-.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. /\�\�\ 6" O.G. 5FT - qFT AREA SEE SECTION PROPOSED I NC ROUND FOOL. LAYOUT 960 WILLOW TERACCE
GFOBnPs SCALE: I/4 I O ORIENT NY 11957%
DRAWING TITLE:
HORIZONTAL BARS
#3 ® 12" CENTERS 5/4"xb" P.T. PROPOSED LAYOUTS
<
DECK BOARDS P.T. DECK JOISTS AS OTED ON PLANS
PROPOSED SECTION
\ \\ \\ N
b" THICK WALLS PROPOSED CONST. DETAIL
5/4" x REOV
HEIGHT P.T. RISER
BROWN GOAT - o
5/4"xb" P.T. - - �STRINrzwER
- -- - - - - --
\\ \\ \\ i PAGE:
DECK BOARDS
\ PLASTER FINISH i 2"xO MATCH SIZE
//\//� OF P.T. DECK JOISTS A-IOLOO
\
\j FASTEN STRINGER TO
BLOCKING (MIN. b
FASTENERS)
`UNDISTURBED I"
/ EARTH /// � DATE: 06/12/24 2 OF 3
2"x12" P.T. STRINGERS ® 161
4" THK. x b" WIDE x WIDTH
b" 7HICK FLOOR SECTION OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS
FLOOR #3 BARS 12" O.G. u° EA. STAIRWAY)
\\//\
/\\/\\ 2"xb" P.T. BLOCK IN BETWEEN ;�-, NOTE: 4-L:_F`� •.,
EA. STRINGER. FASTENED TO X ALL
P. GONG. PAD w/ I1/64 tt1 Q
\\ \\ \\ \\ \\ \\ \\ \\ \ 3-I/2" CONCRETE SCREWS BY r-
„ x DEG NG SHALL BE FASTENED
� w/COATED DECKING SCREWS BY
\// //\ �//\/ "CALIBURN" (OR EQUAL) - MIN. DECK MATE" (OR EQUAL)
\ /\\/\\/\\/\\/\\ (5) SCREWS PER BLOCK O" MIN.
� FiZOPOSED OUN17E FOOL DETAIL
A-101.00 _ 2 EXTEi�l O V�IOOD ST I i� DETAIL -„
SCALE: 5/4„ - I -O A-101.00
SCALE: 3/4" = I'-O"
d
0
W
PROP. _POOL ELE\/. J co
c�
4-1 Lo
FR_Ofi. POOL ELE\/. -
N o ^ o
p C (v z O
- ---- —
16.7% SLOPE ( c x cv
PROPOSED POOL 4�_O�� o m
C�
o O c � ..
a a 2
EXISTINGPROPOSED
.- o
BULKHEAD I I 33 SLOPE
L PE
( ' -- -- _
III I I I I — I
EL: 12.0 — III
i
EL: 10.0 — - O --
- _ II II III
EL: 8.01 1 - - = I I ►- . -
_
�, _
- I- iu _ EXISTING- p WELL -�
EARTH 4 H — u� —
H fi 1- ...�...
El �� _1_ L1 — � �I- -I
_ — U c
-- L— IL — LLL — LI� _LLl � �I- -I� � �I �IT � L11 �l �l- -I_l � — L � — _LI� -iLI - -I_LL — LiL — LIB _L1J — � _LI— I-I I� _Lu � L1 11_L — LJL �-
1 — � LI— ILA — L� CD
' -
PROPOSED SECTION I -I/A-102 DRYWALL SEGTION Q �
SCALE: I/4" = I'-O"
SGALE: I/4" = I'-D" Q
NOTE:
I. IF FINISH MASONRY USED (SUCH AS
BLUESTONE) - MASON TO ADJUST
HOHT OF LANDING AS REQ'D TO
ACCOUNT FOR FINISH MASONRY
PROP. _ 2. ALL HORZ.SURFACES SHALL BE PITCHED
N ® 1:45 AWAY FROM BUILDING
LI I 1 5. FOR SLABS ABUTTING FRAMING, INSTALL
I I O T TUB m COPPER FLASHING FROM 12" ABOVE AND
ADJACENT TO SLAB, BED ALL FLASHING
IN ASPHALTIC MASTIC 4" P.GONG. SLAB
O PROPOSED — w/bxb 10/10 WHM
JULY 31, 2025 (SJ POOL — STAIR WDTIH= 4 CALCULATIONS: (TYP) FILL
�1 PA
l�
- - PROPOSED NEW AREA= 55 S.F.
GRADE
TEST HOLE DATA - — 55 Sq. Ft. X 0.1-1= 41.01 REBAR BENT TO • i __°�__�___=� -
/� \ / 11.01/5.1= SLAB AS SHOWN -
MGDONALD l./EOSER Y I GES PROVIDE
(1) Z DI FT. '- 2 DEEP
RING M
PROVIDE (I) 2' DIA. X 5'-O" DEEP STORM �ay I I I I I I I I
I I I I I I WATER LEACHING SYSTEM //��// /°FOB
ILA
SOUTHOLD, N.Y. I lcfll III I I I ( I
O _ (I) #4 REBAR ® EA.
- K, I I I STEP;5" GVR ® ENDS • \/\/\/\/\/\/\/
E X 1ST 1 NG
EARTH 5_b \\\\\
I I LANDING MIN. ° /� /\/\/ �GOMPACTED
EL=14.5' — — 1 GROUNDWATER EL: O16" I — I— — ��' \ � FILL �//�\�
°• % <
OL DARK BROWN LOAM 4" P.GONG.SLAB w/ 2"x4" r . '/i'� //\ \\,#4 REBAR ® 10"/\\//\\// //\\//\\//\\// z O o
\ \ \O.G. (MIN. 5) /\/\/\/\/\/ / V
y "'r \//\//\ � � � � \//\ \ \ \ \ 0 0 UPON COMPACTED FILL KEYWAY •° \ \ \ \ \ \ \ \
\/\/\/
4" DRAIN CONNECTED °' /�/,�� / \\/j\\j\\j\j\%\j/�/j\/%
TO EXIST. MAIN LINE /W, / /
ML BROWN SILT PROPOSED SECTION 2-2/A-102 NOTE:
SGALE: I/4" = I'-O"
---=- a--------° -! I \\ \\\�'b /\\ \\ \\ \\ \\ \\ ALL P. GONG. Lu
/\ Pe/\ \ \ \ \ \// SHALL BE
#4 REBAR GONT. ® 10" O.G. (MIN. 5) II.° \/\\/ \\/\\/\\/\\/\\/\\/\\ 4,000 PSI (MIND 0 / \//
(1) #4 REBAR CONT. P \\ /\\/\\/\\/\\/\ /\\/\\/\\/\\ PROJECT:
91 \/\/\/\/\/\/\/\/\/\/\/\/\/
Sp BROWN SILTY SAND #5 BENT REBAR ® 12" O.G. II \//\//\//\//\//\//\//\//\//\//\//\//\//\ \ \ \//
LL
Is ,\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\/\\/\\/\\/\\/\\/
6" THK. P. GONG. WALL I ' \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//
z� N � II �\ \\//�//�//�//�\//\\//\\//\\//\\//\\//\\//\\//\\/ WILLOW TERRACE
w (1) #4 REBAR CONT. I I 9 \\\\\\\\\�\�\/\/\/\/\/\/\/\ I N G R O U N D POOL
// // // //
/
IV' WIDE x 12" DEEP /\
m } Q MIN. 4" BETWEEN EDGES OF P. GONG. FT6. -• / /
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I-I/2" QU SQUARE BALUSTER 960 WILLOW TERACCE
13 � .
PALE BROWN FINE (STYLE TO SELECT) (2) #5 HOR. REBAR I` �F
ORIENT, NY 11957
SAND SIMPSONH2.5A RAFTER 2 EXTERIOR BASEMENT ENTRY DETAIL
TIE (OR EQUAL)
A-102.0o DRAWING TITLE:
5/4"xb" P.T. DECK
SCALE: 3/4" = i'-O"
BOARDS
PROPOSED SECTIONS
� Ili
HOT DIPPED 6ALV.
WAITER IN PALE BOLTS ® EA. POST w/OVERSIZED
BROWN FINE SAND P.T. D.J. AS _ z WASHERS d END NUT PREBORED
PER PLAN cV INTO BEAM, POST, DECK TIE 8
_ RIM BOARD ASSEMBELY PAGE:
P.T. BEAM A5 NOTED
50LIP BLOCK ® 12" O.G. 4"x4" P.T. POST
JMENT RIM (CIO A-102w00
CEMENT TRIM (COLOR
/ _�� (2) SIMPSON DJTI4Z (I) I/2"4 H.D. 6ALV. THRU
DECK JOIST TIE ® BOLT w/OVERSIZED WASHER TO BE SELECTED)
/ EA. POST B END NUT PREBORED INTO
EL. 0.0' / "SIMPSON" ABA44 POST 8 DECK JOIST TIE
"SIMPSON" ABA44
r ® COLUMN BASE ry ® COLUMN BASE STONE PAVERS ® DATE: 06/12/24 3 OF 3
/ r
� 4"x4" P.T. POST _ SHOWER FLOOR
II' GRADE FINISHED GRADE II z
r / 12"m 'SONOTUBE' FILLED 11 10"0 'SONOTUBE FILLED II
r / SOLID w/P. GONG. N ,u ° AI* °
(MIN. 4,000 PSI) z SOLID w/P. GONG.
° (MIN. 4,000 PSI) `wF
GOM'( ENTS: 0ROUNDV4ATER cR
ENCOUNTERED 13.5 BELO
° a •° ° g�� `. — .. !`fir
�t"� ,fin r," ,.1'•.9,
TEST HOLE DATA I EXTERIOR WOOD DECK DETAIL
75 OUTDOOR SHOWER DETAIL
SGALE: NTS
SCALE: 5/4" = 1'-0" A-102.00 SCALE: 5/4" = 1'-0"
PROJECT / ZONING DATA
TAX MAP# 1000-26-2-21 \Z� /I/
ZONING DISTRICT R-40 NG —
1` LOT AREA 0.5 ACRES
AMENDMENT
H A R g D R 4- - _ _ LOT AREA LANDWARD OF GEHA 12,694 S.F.
0 R 130.0_-7 ? /_ I �� GofO - HOUSE Z-26327;03/15/1999 ZEN DESIGN
1250 EVERGREEN DRIVE
_ - � VARIANCE APPROVAL - PATIO #4651;02/23/1999 CUTCHOGUE,NY 11935
_ PHONE:631.513.6589
— E - FEMA FLOOD ZONE X
00 IW (EL � N
Nq2 00 f R6P. 25 I ZBA VARIANCE PENDING
VEGETATIVE BUFFER -' melaplaneeraropyrliMeaanderosubJecttoropylght
- SOUTHOLD TRUSTEES APPROVAL #
10 _ J CGWVdttM i u.SAm m aedD.uM berMOe:aamnn
- Q EX 1ST. protection Include Works s;but VCop right d�mime mAct of m;Gesmheel�
STAIRS LAPPROXIMATE NY5 DEC, NON-JURISDICTION LETTER al Meebeegemem anarom11.1tnot woen and
o, of
design.Dnder Inch protection,unauthorized me of them We s,
f/ FLOOD work or home repremmed,can 189WIY remit In the cessation of
LINE ro nVuctlon or b n"ItIon t.ZEg mlESI and/or monetary
B IQ romPanmtlm to ZEI7 DESIGN LLC.
AGGE55ORY STRUCTURE REQUIREMENTS — PROP05ED POOL
U� NO. ISSUE DATE
i
it PROPOSED COMPLIES�CO '�'� 01 POOL PERMIT REV 1 11.10.25
Q f MINIMUM SIDE YARD 10.0' I�t 10.5' YES
10 IOU)
j I MINIMUM REAR YARD 10.0' 40.4' YES
12 N
1W LIMITS OF CLEARING, MAX.SQUARE FOOTAGE 1,200 S.F. 6J1 r F.531,4SF I YE5
/ -
---------�-- Q ' GRADING 4 GROUND
�' --�-----" -------�'---'' - IN DISTURBANCE
i` APPROXIMATE _ —_
G.E.H.A. LINE — '
EXIST. GONG. LOT GOVERA&E
PATIO <8" FROM ' &D s' I I % LOT
GRADE I 06 t` I DESCRIPTION(FOOTPRINT) AREA COVERAISE
(LANDWARD OF
' tt I GEHA)
'REMOVE EX. WD. EX15T. p �� PROPOSED IN GROUND POOL WITH 12„.COPING TOTAL LAND AREA 22551.0 S.F.
DECK AND ADD NEW LANDING I� STORY WV. O a o ' AREA LANDWARD OF GEHA 12,694.0 S.F.
WITH STAIR (410" X 6' TOTAL) FRAMED M It PROPOSED 4'-0"x 5'-0"OUTDOOR SHOWER
HOU5E , EX15TINO RESIDENCE 2,001.2 S.F. 15.5%
PROP. POOL FENCE 278 LINEAR I I EBUILT STAIRS �ERED ARc
FEET W/ SELF CL051N5 AND i EXI5TING GARAGE 686.0 S.F. 5,4% E.NFL S'/T
SELF LATCHING G TE PROPOSED WOOD PATIO ON GRADE �c� F
EXISTING COVERED PO H 128 y0
.3 S.F. I.0% Q �-
EX EX. PORCH I PROPOSED POOL 5 .F. 531.4 SF 419o/a N7 0
`SEPTI EX ❑ , PROF. POOL EQUIPMENT
GARAGE PROPOSED OUTDOOR SHOWER F. 20 SF 0.2% 0.16IN,
I TOTAL AREA OF ALL STRUCTURES 394 3 368.9 SF 26.5% s
044a23
100 SETBACK FROM "MAXIMUM LOT COVERAGE ALLOWED - 20% Tic y04
TOP OF SLOPE OF N E`N
RELOCATED. A/G UNIT
69e�e�� MiDi� ' PROP. DRYWELL GORADIA
oe'\ n I Jry RESIDENCE
Ir 960 WILLOW TERRACE LN.
ORIENT,NY 11957
y�ba0.0Ile
I---�OJ a 1000-26-2-21
W ' L L g I SCALE: V-30'-0"ON 12"J118"PAPER
O `y T E R R A C E A N N O V 1 0 2025 _ DATE: 11.10.25
SITE LAYOUT NOTES: 4 DRAWN BY: Z.E.N.
I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
�lspF�El� Rd'�6siEli�
REPRESENTED ON THIS SITE PLAN 15 TO THE 'Town ci Southold
ARCHITECT'S BEST OF KNOWLEDGE. SITE PLAN
2.SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED MARCH 11,2022
AND PREPARED BY:
SGALICE LAND SURVEYING,P.G.
Z15 BAY AYE.
IP,NY 11-751
TELEPHONE: (631) q51 2400 SDm
PROPOSED SITE PLAN
SCALE: 1" = 50'-0"
ZEN DESIGN
1250 EVERGREEN DRIVE
APPRox C.E.H.A. CurONE.63-9 11935
PHONE:63L513.6589
These plans are eopyrigded and are subject to mpydgd
protection as an-architectural W ec ork-under S 102 of the
2-0' CopytigrtAct.17 US.0.as amended Doumber 1990 and Iorobn
36'-0° NEW
.STEPS 2217' m Architectural World OoptHgd protection Act llf 1990.Thd
prdtaClon Includes but lariat 0mhed to Ne o.'arell form ae well
as the wangement and composition of spaces and elements of
21'-9• design.Under s hprotection,uneWhoHze4 usa of these plans.
work or home represented.can legally result In the cessation of
NO COPING AT SOUTH EDGE construction of bundings being wind and/or manetary
compensation to ZEN DESIGN U.C.
SS.B'
NO. ISSUE DATE
HALLOW (4) 112 R 01 POOL PERMIT REV 1 11-03.25
°P DN SUN BATHING DN SHALLOW END
EXISTING CONCRETE PATIO ad SHELF 421
� (UNCHANGED) ELEV+11.9 9
eP 0 .h
ELEV+14.4
0 PROPOSED MASONRY STEPS
ELEV+16.7 37 jrRISERS
DN
.4 PITCH DOWN
POOL FENCE
Y V
ti
a
10'SIDE YARD
SETBACIT
10'•10• ,�F'�tED AI?C
DER EEO v� lo
p
DER
® N� Z
rn rn
VP z
DEEP END sT 0444'2'j
ELEV+7.4 4 a 9TF �0
`--' LUE-PROPOSE 0F N E�
O POOL WATER EDGE
°POOL COPING
GORADIA
ON RESIDENCE
10.5' 960 WILLOW TERRACE LN.
ORIENT,NY 11957
1000-26-2-21
SCALE: V4a 1'-0e
DATE: 11.03.25
POOL FENCE DRAWN BY: Z.E.N.
HATCHING SHOWS WOOD DECHING
PATIO&STAIR LANDINGS POOL EQ.
GARAGE FOOL & PATIO PLAN
O' (UNCHANGED)
S' 10' UNIT
SDm2